pdf.usaid.govpdf.usaid.gov/pdf_docs/pdaai822.pdftable op contents . minalabac-antipolot _.ujbo ....
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ID 1-qoI ON3
REPUBLIC OF THE PHILIPPINES
MINISTRY OF PUBLIC HIGHWAYS ANI-LA
BICL RIVER BASIN DEVELOPMENT PROJECTS
SECONDARY A PEEDER ROAD CAMARINES SUR
PACKAE II
MONTHLY CONSTRmTION REPORT
SEPTEMBER e
UP INTEGFRATED PHILCONSULT INC CONSULING ENGINEERS
PHILiPPINE
TABLE Op CONTENTS
MINALABAC-ANTIPOLOT_UJBO ROAD PROJECT Sub-Project No 4
Figure I Location Plan (For 3 Projects)Progress Report Weather Report a ooaa 1 aEmployment Generation ourvey (ss5) 17
Contractors Staff (Annex A) Polytrade Const 18
Employment Generation Survey (SS53) Inc o 19
Contractors Staff (Genaro Reyes Const) 20 Construction List of Heavy Equipments
21 aConstruction List of Laboratory Equipments (Annex
C) deg
0 23 Schedule of Work (Annex D)
2 o Manpower Schedule Consultants taff forConstruction Supervision (Annex E)
PILI-MATAOROC aOAD PROJECT Sub-Project No 5
Progress Report o o bull bull 1 -
PALISTINA-SAN ANTONIO-MINALABAC ROAD PROJECT Sub-Project No 6
Progress Report Weather Report -Employment Generation Survey 8 a 9Contractors Staff (Annex A)
amp a Construction List of Heavy Equipment
10 13
- 16
- 22
- 26
12
_______
_FIGURE
RICOL RIVER BASIN DEVELOPMENT PROJECT SECONDARY AND FEEDER ROADS
CAMARINES SUR
PACKAGE No I
HU1
TO LUCENA - 1 -u~o
POCOT ~ gteARCELONETA
SAN MIGUEL BAY ALAO
to 4 BALCNGLY op
-t
ALAaL (p
LIAN3A CA -r V t~UANAN~~~C
_S YUWIANP QUIPAYO
- UNING -- -CAW shy
AL AG I AO Ch 6A C NW shy
0~ CAROLIN
MAMSULO NUEVO SAN BATANG4 C_-CAK AW
PAM PLO NASN A LESTINA
DAT AO ALAGGAG D A NAO
NAN JOSE1 -ITOLAN
- oe ISM FER AH
ITOL PA MJKJ shy c
HA COC
M X IWSN ROA DS UVOANGAN
CAANN RAILROADmIsI PROJECT ROADS BAGATAO O
fBicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 32
Minalabac-AntipoloHubo Road Project
Sub-Project No 4
Prepared By Submitted By
ltlsEngr AMA E BANDELARIAes gr Depu Project Manager
PROGRESS REPORT NO 52 September 1981
PROJECT MINALABAC-ANTIPOLOHUBO ROAD
Sub-Project No 4Under Contract byl Polytrade ConstructionInc
1 GENERAL
This project consists of the construction of
a Minalabac-ntipolo-Hubo secondary road from the beginning of the project at the municipality of Minalabac Camarines Sur Sta 0 + 000 to the barrio
of Hubo Minalabac the end of the project at Sta 8 + 83894 oi a length of 883894 kilometers
b Antipolo-Lupi-San Fernando feeder road no 401 Sta 0 + 008 to Sta 5 + 13653 or a length of 512853
c Hubo-Baliwag Nuevo feeder road no 4029 Sta 0 + 00200
to Sta 2 + 62044 or a length of 261844 kms d Hubo-Bagolatao feeder road no 403 Sta 0 + 000 to
Sta 7 + 66174 or a length of 7661 kmc
The total length of the project is 2424765 kms The total amount of the project including approved change
order is P 1444325420
2 WORK P ER__RESS
On Secondary Road asphalt paving work during the month has been limited to only aboujt 3j050 sqm or about 500 lineal meters due to heavy rains caused by typhoon Rubing which struck Bicol Region last September 17 1981 never allowing the ground to become dry Up to this writing the ground is still unwork-
I - 1shy
able more so on asphalt paving work
Suspension orders have been issued to the contractor and until
the present the contractor has been given extensions of + ne due to unwcrkable weather The estimated expiry date of the
contract is now October 10 1981
Weather permitting the contractor has still plenty of time to
finish paving work on about 3050 sqm or about 5C) lincal meters which is the only remaining itam of work to complete the
project
Sta 0 + 785 to Sta 0 + 915 or a length of about 130 linep meters has become an exception due to the construction of a bridge a Post tensioned 90 ft bridge across the cut-off
channel at Minalabac
As built plans have already been prepared and readied for bo)th Secondary and Feeder Roads Due to approved change orders a large volume of Item 107 108 and some riprap on the bridge
approaches have to be incorporated in the as built plans There are also additional lines of RC pipes that were instal-led to suit actual field conditions The contractor is expect
to claim for such (ditional changes
-2 shy
--
- - - - - - - -
--------
----------
- -
------------
- ----
GenralPercn- o ok Acco 1ished
I Minalabac-Antipolo-Hubo Secondary Road - - - 6179 2 401 - Antipclo-Lupi-San Fernando -i----364
3 402 - Hubo-Baliwag Road - - - ------shy
4 403 - lfubo-Bagolatao Road ----------
To t al - - - - --
Percent Time elapsed 9469----
A Secondary Road
(I) Minalabac-Antipolo-Huio Road Sta 0 + 000 to Sta 8
83894
Subgrade shy 85 kms
Subbase - - - kms
Base Course --------- 49 kmo Asphalt shy -- 29890 sqm
B Feeder Roads
(I) Antipolo-LupiSan Fernando (401)
Sta 0 + 000 - Sta 5 + 13653
Subgrade shy 5120 kms
Subbase ---- 30 kms
(2) Hubo-Baliwat (77402) Sta 0 + 000 - Sta 2 + 62044 Subgrade - - - - - - 262 kms
Subbase------------ 23 kms (3) Hubo-Bapolatao (403) Sta 0 + 000 to Sta 7 + 6617
Subgrde 7648 kms
Subba3e 7-------- kms
- 3 shy
7UCIRY OF P7 ILAlL aCOOiPLICjflTS (-Is of Sept-ber 1981) a) Iead Sconary Ror] Peeler Roads
Subgrad e 85 kmis 15388 Jws
Su4 se 85 klas 1420 La-e 49 krms ione
Pavement 19890 r r Wone
The surficin of feerle roars will be the subbase
it-e-f Item 1OC
b) ricrvpes
a) BRoloo BridgeT () spans) - sub-structure vith
super structure
coipleted b) Iato lridge - (one span) -Substruture In supershy
structure completed c) Timber Trestle (3 spans) - subtructure and supershy
s ructutre completed
-4 shy
ACTIVITIES DUR TG T-Ef IOI (August 26 - Sept 25 1981)
Secondry Road
Item 200 - Dase Course
I-Th linl oprearlin[ and compoctinf on the following
Stations Sta 0 + 500 - 0 + 700
Item 302 - ledium Cut-back Asplelt Grade IC for Bituminous
Prime Coat
Delivered - 45 metric tons
Applied - shy - 435 liters
Item 314-1 -rerete 1rterials for 7T
(Hot Asplalt type)
-635 cum
Item 314-3 15-100 Penetr tion Asphalt cement for DST (hot
A plha It Type)
Delivered shy - --100 metric tons
Per kilometer shy 183 metric tons
Paved shy - - 49 ]Ms
Feeder Roads
FR 01 - Antipol6-Lupi-Sen Fermando
1 Road maintenance Haulinp sprealing and comp sing of Ite 107( nd 10
3 Construction of Heac1ralls foi CPs
4 Ditching
FR 402 - Huio-lali1ag Nuevo
1 Road ma inte-ance
9 N uling spreading and compacting of Item 108
-5shy
3 Conctruction of headwalls for RCPs
FR 403 -Hubo-a rohlatao
I Road -maintenance
2 Re--infst-llation of the two () lines of 4810
RCP cn St 1 + 050
3 Construction of headwalls for RCP
SURVEY l0R I95
Checking of horizontal and vertical costrols blue-toppings
cross sectiouing and placing of Invert Elevations for IICP
under supervi-ion by the consultants for both secondary and
feeder roads
LWTERIALS
Field Density Te3ts gradijng of materials P-nd other necess-ary testing of materials were also done by the contrictor beforeas under direct supervision by the consu]itmts on both the seconshy
dary and feeder roads
Erluipment of the contractor are also spot-checked by the consultants to sce if they are still safe and sound for use
in the project
- 6shy
STUSOFLARATORY TESTS
Project Sub-Project No 4 Package -i Secondary RoadMinalabac Cumavrines Su-
4A 2 R A L 8 Tctal esti- Noof TestsNoofTes ant1 -2- On file Blance
105 Ildway di Drah- 15500 cum$ 0GD-
amp P 52 -e -11 Camp P-11 None
y-t a-Vatij)r I D 3 3 ei06 Pxcag Jor ue- 70Q er p 1C 0 IT
I COre P-1
107 D-42 D-318~ D-2Common Borrow 1 02I5OcuC 0 29 1 1C - 176 None
- i 1an
amp 9-86 0 ampP-15110 Fcun-Jiation Ill 50cu - 10 D0- 1 None CGamp F - I CG amp P-1 None
200- gWi- Ease Course 75C cum D- 5 -21 D 9 - 2 CGampP-19i~ C G--6i 1-C-
Abr-ssion Specific
brassion 302 Medjiu cjril
cut-back
usphalt Grade sitP-rime Coat 51MT Q- 5 Q - 5314-3 05-100 pene f
none5 eccznmnt for 7RST I
(1ot Aspal Typo) 110212I 1 I 402i25
- IPre-cas Coc-1 3 96 L M PTC - 1
rete j~ies FTC shy
405 CongClas A 558 cum I9831 bags Q-3 or PTC
None Q - 3 None
Pine Ag 294 cum -I1 -4Coarse Agt I Q-1 G-1 N376 cumq Q-I G-6 I 01oeWater406 Rein Step Cert Cert I None457 5 kg Noon e Q-1 easizel Q-1 easite lone413 Reinf Conc pipes 090jv1 279( LM[ I- I2 -- 411 IRIR -- j11 I2M TP -3500 Grouted riprap
I 55 IR -35_pA arkers 1t011 11 PO 5 a d - 31 fI
l~~rojeo~alaa 0 20f1iol FerndoI I e A I -Lu)i-Sa9n tests~-~2t~~ 14 A T E R I A L S 2otaJl estimatedNo o2 test
oo
of tets
105 Rdway c Draina I 137 0 0cuiu)e D 50 1 D -Excavation IC lC amp P-1 I CG ampP-7 iNone 106 JTcavation for 530 cuui D - I 18 ructure D -I CG P-1I 0 amp P-I Non 107 Coumwon Jorrow - cum I
D 7010 None A - 7)200 cLm D -IJ D - 52C(ourse P - 2 icG amp P-28 NoneDshy
110 Founclation Fill 40 cum D - 1 D - I None CG P-I CCP-1
401 Tirber Trestle I spans IR II I I T R 402-25 le-ca st c onc- Irete piles 168 Lii i1 or PTC I PC-1I 40 2
I i I lone
- 2 5a ornc test c or1ea PI -o- ITone 413 Rein Concpipes I 060H 6L1 1-IR-I I0901I - I16L4 I - IJ - 2 11201i 57L1 Ri -Th - 8 I lR- 3
57L 406 Rfe nf eel
I I I ea si0eO-1 easize loneII I I
51l l RS~ 166ea I I IR _ I - I
JoteArditiot l fiell and Wboratorv tests weeconductes for Item 105 clue to chane (orrier) involume form the princitnl uantity
____
STATUS OF IADOLAT JiY TESTS
Project Sub-Project No 4 IIubo-3alplusmny_ 1oad 02
No of Testsii A RII I A L S ostimatedIloof test On BwileP llance
106 Excavation fort D -1 - D - 1 structures 2)0 cun QampP - 1 - C I amp P- 1
107 Comon orrow 226 -0 D - 79 D - 72 D - 7 cuI1 ~ CG~P-I6 C)P - 16 None
108 AJ su ase 131cum D - 21 D -10 I D - 11 C P -11 CCP-2 CIGP - 9
110 Foundation Fill 20cum D - 1 - D - 1 SCG amp Pshy
413 Reinf concrete I
pies 3ILi 1 IR-2 - I - 2 060M 09011 6121 I 2IR - 2 IR -4
510 Ra-I t 60 ea I IR - 1I IR - 1 1 t
-9 shy
SA US0P LABAT0m_ TBSTS
Cc trOlc50 OJ 3 Ru b o -ala taeo
- - - cT t-- C o + st
- uaM T -
-
i d tr -tesi e f Balanc e
I | I
Ri i7id ay i - 249 f - 2 NoneBx-vatior O0 72CcumCampp - $Gamp - 50 CGampP-1O
I
106 Excavatio fo 570 cum ) - 2 - 2 C 2amp-1 I Cp amp P-II I
106 Ag subbLse D -t350ztmD - 49 1D - 1 C --3 C -27 CG ampP-4I I
110- Found-ntioi i h - i - D - 1 - 1 - P-1
413 Reinf Coacr-c pipes
0691 2L 1-Li-2 - 1 1--IR-2
0 ) 0 LIM 4il-IR-6 -)
120 M 150 L- -1-3-6 4-I-5
466 Reiiiforced teell - Q-1 ea I None I Size
510 ROW Markers IR - IR
C0141ESGr7 STRENIGTHT eIr ) shy
1Rrt tuc-Conresive I Date Salipled ures derc- 21re-th R B A R K 3
t genteel I I
1 - 10 - 79 TCP 60F 3i0 3 stfctorv - 1)o - --(10- 2070 ichiled
-do- -do- 5070 Saqi sactoy 1 - 22 - 79 RCOP 900 322 -doshy
-do- -do- 3241 -elshy-do- -do- 256i1ailed
2-3-79 HcP 90 3077 Satisfatory -do- -do- 3672 -doshy-do- -do- 3345 tisfa tory
2--2-79 RCP 600 41(11 -doshy-do-- -do- 3675 -doshy-do- -do- 3444
2-21-79 11CP 600 3907 -doshy-do- -do- 3703 -doshy-do- -3o- 3553 -doshy
3- 1i-79 ULgP 60$ 2674 Failed -do- -do- 3001 Satisfacotry -do- -rlo- 3271 --doshy
7-4-79 RC13C Bottom SabA4260 Passed -do- -do- 307b -doshy
7-9-79 30705 Gidewi -doshy-do- -do- 2494 Failed -do- -do- 3016 Passed -do- -o- 4882 Iased
7-16-79 Top Slab 3107 Passed -do- -do-- 2733 Failedshy-do- Center wall 3825 Passed
-do- -do- 2581 Fsailed
8-31-79 RCBC Sidewall 3895 PLised -do- -do- 4447 Passed
9-1-79 -do- 3838 Passed -do- -do- 4097 Passed
9-22-79 RCBC Top Slab 3195 Pssed -do- -do- 3135 Passed
10-18-79 Sidewall 2480 Failed- -do-- -do- 2534 Failed -do- -do- 3141 Passed
10-25-80 RCBC Top Slab 3281 Passed -do- -do- 2728 Failed -do- -do- 3576 Passed
11-8-79 RCP 1200 2421 Fail ed 11-10-79 -do- 2922 Fai1ed
i1-21-79 -do- 2309 Failed 11-26-7 RCP 60$ 3055 Passed
-do- -do- 2340 Fni] ed -do- -do- 3506 Passed -do- -do- 3397 Passed
11-21-79 RCBC Wingwall 3506 Passed
- 11 shy
11-21-79 11-26-79
-do-11-28-79
-do-4-14-80 -do--do-
3-25-CO0 -do-
3-31-80 -do-
3-27-80 -do--do-4-21-80
-do--do-4-22-80 -do--do-5-3-80 do--do-
Compressive
7-16-79
-do-8-17-79 -do-
R-18-79 -do-
-8_30-79
RCBC Wingwall RCBC Apron
-do-RCBC Wingwall
-do-Pier Balogo Bridge
-do--do-
Coping Abut A -do-
Coping Abut B -do-
Backwall Abut A -do--do-
4089 2922 2962 2630 3840 3801 5677 1842 3094 3172 3545 2814 2387 1943 2457
Coping Abut Mata Bridge 2806
-do- 2612 -do- 3055
Backwall AbutBMata BR2783 -do- 3055 -do- 3358
Girdr Balogo Bridge 3529 -do--do-
Strength
RCP 36
-do-RCP 240
-do-HCP 36
-do--do-
2861 _ ]
Passed Failed Failed Passed Passed Passed compresive strength requi 1 -doshy-doshy-doshy-doshy-do-
Failure Failure FailureO
Failure Failed- Failed- Passed compressive strength requir(d -doshy-doshy-doshy
-doshy
(Feeder Road Nos 401402403)
4664
4567 2736 294 3763 4555 4224
Passed
Passed Failed Failed Passed Passed Passed
-12shy
DRAINAGE amp EROSION WORK
Secondary Road (Minalabac-Antipolo-Hubo)
AS SCHEDULED ACCOMPLISHEDio si zoc Size o s of LM Sta 0 +450 240 14 - wheadwal] Sta 0 + 600 240 16 Sta 0 + 987C24 13 Sta 1 + 04767480 18 480 18 18LM wheadwal Sta 1+17052 48$ 18 480 18 18L14 -do-Sta 1+47500 36$ 10 36t 10 17LM -do-Sta 1+87500 24$ 17 360 17 17LM -do-Sta 2+14382 2410 18 241 18 18LM -do-Sta 2+65212 2 4 1 13 240 13 13LM -do-Sta 2+5372 240 15 24 15 15LM -do- Sta 2+90000 241 14 240 14 14LM -do-Sta 3+11144 360 15 36 15 15LM --do-Sta 3+38945 241A 12LM -doshy2 4 0 12 12 Sta 3+32500 - - 36 12 12LM -do-Sta 3+78700 3610 13 -Jo- 13 13Lv -do-Sta 3+91000 -do- 13 -do- 13 13LM -do-Sta 4+14413 2ii 1$ 13 241 13 13LP -do-Sta 4+36902 -do- 13 -do- 13 13LM -do-Sta 4+85415 - - do- 13 13LM -do-Sta 4+92500 360 15 360 15 15LN -do-Sta 5+18315 - - 24 0 12 12 LM -40-Sta 5+22500 241 16 241 16 16LM -do-Sta 6+42500 241o 15 24110 15 15LM -do-Sta 6+67700 4 15 -do- 15 15LM -do-Sta 6+75530 361 16 36 16 16LM -doshysta 7+25000 480 18 48 18 18LM -do-Sta 8+05500 240 14 240 14 14LM -do-Sta 8+06600 36 15 360 15 15LI -do-Sta [+07230 e4 0 15 24$ 15 15LM -do-Sta 8+22200 24110 13 240 13 15LN -do-Sta 8+45900 24V 12 240 12 12LM -do-Sta 8+65000 2410 1 24 14 _4LM -doshy
-13shy
FEEDER RIQdCI 01 - flntiplo Lrnnd ST TI I
0 + 175
0 + 425
0 + 713
S+ 075
1 + 357
1 + r5087
2 + 051
2 + 32660
2 + 53950
2 + 675
3 + 0555
3 + 325
3 + 675
4 + 848
4 + 087 A5
4 + 24470
4 590
4 8+
AS SCH-Si-e
210
3610
4811
1
30
4 0
360
360
Z0
4
48V
4i0
4 0
48
43
-180
40
-
DUL ED e
1212
11
34
9
12
12
22
10
30
11
24
24
13
7
6
4
14scedule
14 shy
tC SI LIC DCE iz7_Lf [CS Of
1 12L1
36 11 IL
481 34-2 lines 24rL
48P 15 191
36 12 12Lii
48 22-2 lit 2 22L
360 12 12Li
36 22--2 lines
2212
10 1OW
480 39-) lines --iu
0 0 11 11 LE
48i 24-2 lines 24W
--do- 411
4UWj 13 1 31di
480 7(extenriled )7Li
18 6 (e-tenled )6L
4 4(exterded )4LI
8 pc 8Lif
eaIwe a dwa l1l1S Ill
Completed
Completed
Complet ed
Completed
Completd
Comiplted
Complecd
Comple 6ed
Completed
Copeted
Complete1
Conpleted
Copletec
Completed
Completed
Completed
Completed
Not in
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
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BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
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E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
TABLE Op CONTENTS
MINALABAC-ANTIPOLOT_UJBO ROAD PROJECT Sub-Project No 4
Figure I Location Plan (For 3 Projects)Progress Report Weather Report a ooaa 1 aEmployment Generation ourvey (ss5) 17
Contractors Staff (Annex A) Polytrade Const 18
Employment Generation Survey (SS53) Inc o 19
Contractors Staff (Genaro Reyes Const) 20 Construction List of Heavy Equipments
21 aConstruction List of Laboratory Equipments (Annex
C) deg
0 23 Schedule of Work (Annex D)
2 o Manpower Schedule Consultants taff forConstruction Supervision (Annex E)
PILI-MATAOROC aOAD PROJECT Sub-Project No 5
Progress Report o o bull bull 1 -
PALISTINA-SAN ANTONIO-MINALABAC ROAD PROJECT Sub-Project No 6
Progress Report Weather Report -Employment Generation Survey 8 a 9Contractors Staff (Annex A)
amp a Construction List of Heavy Equipment
10 13
- 16
- 22
- 26
12
_______
_FIGURE
RICOL RIVER BASIN DEVELOPMENT PROJECT SECONDARY AND FEEDER ROADS
CAMARINES SUR
PACKAGE No I
HU1
TO LUCENA - 1 -u~o
POCOT ~ gteARCELONETA
SAN MIGUEL BAY ALAO
to 4 BALCNGLY op
-t
ALAaL (p
LIAN3A CA -r V t~UANAN~~~C
_S YUWIANP QUIPAYO
- UNING -- -CAW shy
AL AG I AO Ch 6A C NW shy
0~ CAROLIN
MAMSULO NUEVO SAN BATANG4 C_-CAK AW
PAM PLO NASN A LESTINA
DAT AO ALAGGAG D A NAO
NAN JOSE1 -ITOLAN
- oe ISM FER AH
ITOL PA MJKJ shy c
HA COC
M X IWSN ROA DS UVOANGAN
CAANN RAILROADmIsI PROJECT ROADS BAGATAO O
fBicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 32
Minalabac-AntipoloHubo Road Project
Sub-Project No 4
Prepared By Submitted By
ltlsEngr AMA E BANDELARIAes gr Depu Project Manager
PROGRESS REPORT NO 52 September 1981
PROJECT MINALABAC-ANTIPOLOHUBO ROAD
Sub-Project No 4Under Contract byl Polytrade ConstructionInc
1 GENERAL
This project consists of the construction of
a Minalabac-ntipolo-Hubo secondary road from the beginning of the project at the municipality of Minalabac Camarines Sur Sta 0 + 000 to the barrio
of Hubo Minalabac the end of the project at Sta 8 + 83894 oi a length of 883894 kilometers
b Antipolo-Lupi-San Fernando feeder road no 401 Sta 0 + 008 to Sta 5 + 13653 or a length of 512853
c Hubo-Baliwag Nuevo feeder road no 4029 Sta 0 + 00200
to Sta 2 + 62044 or a length of 261844 kms d Hubo-Bagolatao feeder road no 403 Sta 0 + 000 to
Sta 7 + 66174 or a length of 7661 kmc
The total length of the project is 2424765 kms The total amount of the project including approved change
order is P 1444325420
2 WORK P ER__RESS
On Secondary Road asphalt paving work during the month has been limited to only aboujt 3j050 sqm or about 500 lineal meters due to heavy rains caused by typhoon Rubing which struck Bicol Region last September 17 1981 never allowing the ground to become dry Up to this writing the ground is still unwork-
I - 1shy
able more so on asphalt paving work
Suspension orders have been issued to the contractor and until
the present the contractor has been given extensions of + ne due to unwcrkable weather The estimated expiry date of the
contract is now October 10 1981
Weather permitting the contractor has still plenty of time to
finish paving work on about 3050 sqm or about 5C) lincal meters which is the only remaining itam of work to complete the
project
Sta 0 + 785 to Sta 0 + 915 or a length of about 130 linep meters has become an exception due to the construction of a bridge a Post tensioned 90 ft bridge across the cut-off
channel at Minalabac
As built plans have already been prepared and readied for bo)th Secondary and Feeder Roads Due to approved change orders a large volume of Item 107 108 and some riprap on the bridge
approaches have to be incorporated in the as built plans There are also additional lines of RC pipes that were instal-led to suit actual field conditions The contractor is expect
to claim for such (ditional changes
-2 shy
--
- - - - - - - -
--------
----------
- -
------------
- ----
GenralPercn- o ok Acco 1ished
I Minalabac-Antipolo-Hubo Secondary Road - - - 6179 2 401 - Antipclo-Lupi-San Fernando -i----364
3 402 - Hubo-Baliwag Road - - - ------shy
4 403 - lfubo-Bagolatao Road ----------
To t al - - - - --
Percent Time elapsed 9469----
A Secondary Road
(I) Minalabac-Antipolo-Huio Road Sta 0 + 000 to Sta 8
83894
Subgrade shy 85 kms
Subbase - - - kms
Base Course --------- 49 kmo Asphalt shy -- 29890 sqm
B Feeder Roads
(I) Antipolo-LupiSan Fernando (401)
Sta 0 + 000 - Sta 5 + 13653
Subgrade shy 5120 kms
Subbase ---- 30 kms
(2) Hubo-Baliwat (77402) Sta 0 + 000 - Sta 2 + 62044 Subgrade - - - - - - 262 kms
Subbase------------ 23 kms (3) Hubo-Bapolatao (403) Sta 0 + 000 to Sta 7 + 6617
Subgrde 7648 kms
Subba3e 7-------- kms
- 3 shy
7UCIRY OF P7 ILAlL aCOOiPLICjflTS (-Is of Sept-ber 1981) a) Iead Sconary Ror] Peeler Roads
Subgrad e 85 kmis 15388 Jws
Su4 se 85 klas 1420 La-e 49 krms ione
Pavement 19890 r r Wone
The surficin of feerle roars will be the subbase
it-e-f Item 1OC
b) ricrvpes
a) BRoloo BridgeT () spans) - sub-structure vith
super structure
coipleted b) Iato lridge - (one span) -Substruture In supershy
structure completed c) Timber Trestle (3 spans) - subtructure and supershy
s ructutre completed
-4 shy
ACTIVITIES DUR TG T-Ef IOI (August 26 - Sept 25 1981)
Secondry Road
Item 200 - Dase Course
I-Th linl oprearlin[ and compoctinf on the following
Stations Sta 0 + 500 - 0 + 700
Item 302 - ledium Cut-back Asplelt Grade IC for Bituminous
Prime Coat
Delivered - 45 metric tons
Applied - shy - 435 liters
Item 314-1 -rerete 1rterials for 7T
(Hot Asplalt type)
-635 cum
Item 314-3 15-100 Penetr tion Asphalt cement for DST (hot
A plha It Type)
Delivered shy - --100 metric tons
Per kilometer shy 183 metric tons
Paved shy - - 49 ]Ms
Feeder Roads
FR 01 - Antipol6-Lupi-Sen Fermando
1 Road maintenance Haulinp sprealing and comp sing of Ite 107( nd 10
3 Construction of Heac1ralls foi CPs
4 Ditching
FR 402 - Huio-lali1ag Nuevo
1 Road ma inte-ance
9 N uling spreading and compacting of Item 108
-5shy
3 Conctruction of headwalls for RCPs
FR 403 -Hubo-a rohlatao
I Road -maintenance
2 Re--infst-llation of the two () lines of 4810
RCP cn St 1 + 050
3 Construction of headwalls for RCP
SURVEY l0R I95
Checking of horizontal and vertical costrols blue-toppings
cross sectiouing and placing of Invert Elevations for IICP
under supervi-ion by the consultants for both secondary and
feeder roads
LWTERIALS
Field Density Te3ts gradijng of materials P-nd other necess-ary testing of materials were also done by the contrictor beforeas under direct supervision by the consu]itmts on both the seconshy
dary and feeder roads
Erluipment of the contractor are also spot-checked by the consultants to sce if they are still safe and sound for use
in the project
- 6shy
STUSOFLARATORY TESTS
Project Sub-Project No 4 Package -i Secondary RoadMinalabac Cumavrines Su-
4A 2 R A L 8 Tctal esti- Noof TestsNoofTes ant1 -2- On file Blance
105 Ildway di Drah- 15500 cum$ 0GD-
amp P 52 -e -11 Camp P-11 None
y-t a-Vatij)r I D 3 3 ei06 Pxcag Jor ue- 70Q er p 1C 0 IT
I COre P-1
107 D-42 D-318~ D-2Common Borrow 1 02I5OcuC 0 29 1 1C - 176 None
- i 1an
amp 9-86 0 ampP-15110 Fcun-Jiation Ill 50cu - 10 D0- 1 None CGamp F - I CG amp P-1 None
200- gWi- Ease Course 75C cum D- 5 -21 D 9 - 2 CGampP-19i~ C G--6i 1-C-
Abr-ssion Specific
brassion 302 Medjiu cjril
cut-back
usphalt Grade sitP-rime Coat 51MT Q- 5 Q - 5314-3 05-100 pene f
none5 eccznmnt for 7RST I
(1ot Aspal Typo) 110212I 1 I 402i25
- IPre-cas Coc-1 3 96 L M PTC - 1
rete j~ies FTC shy
405 CongClas A 558 cum I9831 bags Q-3 or PTC
None Q - 3 None
Pine Ag 294 cum -I1 -4Coarse Agt I Q-1 G-1 N376 cumq Q-I G-6 I 01oeWater406 Rein Step Cert Cert I None457 5 kg Noon e Q-1 easizel Q-1 easite lone413 Reinf Conc pipes 090jv1 279( LM[ I- I2 -- 411 IRIR -- j11 I2M TP -3500 Grouted riprap
I 55 IR -35_pA arkers 1t011 11 PO 5 a d - 31 fI
l~~rojeo~alaa 0 20f1iol FerndoI I e A I -Lu)i-Sa9n tests~-~2t~~ 14 A T E R I A L S 2otaJl estimatedNo o2 test
oo
of tets
105 Rdway c Draina I 137 0 0cuiu)e D 50 1 D -Excavation IC lC amp P-1 I CG ampP-7 iNone 106 JTcavation for 530 cuui D - I 18 ructure D -I CG P-1I 0 amp P-I Non 107 Coumwon Jorrow - cum I
D 7010 None A - 7)200 cLm D -IJ D - 52C(ourse P - 2 icG amp P-28 NoneDshy
110 Founclation Fill 40 cum D - 1 D - I None CG P-I CCP-1
401 Tirber Trestle I spans IR II I I T R 402-25 le-ca st c onc- Irete piles 168 Lii i1 or PTC I PC-1I 40 2
I i I lone
- 2 5a ornc test c or1ea PI -o- ITone 413 Rein Concpipes I 060H 6L1 1-IR-I I0901I - I16L4 I - IJ - 2 11201i 57L1 Ri -Th - 8 I lR- 3
57L 406 Rfe nf eel
I I I ea si0eO-1 easize loneII I I
51l l RS~ 166ea I I IR _ I - I
JoteArditiot l fiell and Wboratorv tests weeconductes for Item 105 clue to chane (orrier) involume form the princitnl uantity
____
STATUS OF IADOLAT JiY TESTS
Project Sub-Project No 4 IIubo-3alplusmny_ 1oad 02
No of Testsii A RII I A L S ostimatedIloof test On BwileP llance
106 Excavation fort D -1 - D - 1 structures 2)0 cun QampP - 1 - C I amp P- 1
107 Comon orrow 226 -0 D - 79 D - 72 D - 7 cuI1 ~ CG~P-I6 C)P - 16 None
108 AJ su ase 131cum D - 21 D -10 I D - 11 C P -11 CCP-2 CIGP - 9
110 Foundation Fill 20cum D - 1 - D - 1 SCG amp Pshy
413 Reinf concrete I
pies 3ILi 1 IR-2 - I - 2 060M 09011 6121 I 2IR - 2 IR -4
510 Ra-I t 60 ea I IR - 1I IR - 1 1 t
-9 shy
SA US0P LABAT0m_ TBSTS
Cc trOlc50 OJ 3 Ru b o -ala taeo
- - - cT t-- C o + st
- uaM T -
-
i d tr -tesi e f Balanc e
I | I
Ri i7id ay i - 249 f - 2 NoneBx-vatior O0 72CcumCampp - $Gamp - 50 CGampP-1O
I
106 Excavatio fo 570 cum ) - 2 - 2 C 2amp-1 I Cp amp P-II I
106 Ag subbLse D -t350ztmD - 49 1D - 1 C --3 C -27 CG ampP-4I I
110- Found-ntioi i h - i - D - 1 - 1 - P-1
413 Reinf Coacr-c pipes
0691 2L 1-Li-2 - 1 1--IR-2
0 ) 0 LIM 4il-IR-6 -)
120 M 150 L- -1-3-6 4-I-5
466 Reiiiforced teell - Q-1 ea I None I Size
510 ROW Markers IR - IR
C0141ESGr7 STRENIGTHT eIr ) shy
1Rrt tuc-Conresive I Date Salipled ures derc- 21re-th R B A R K 3
t genteel I I
1 - 10 - 79 TCP 60F 3i0 3 stfctorv - 1)o - --(10- 2070 ichiled
-do- -do- 5070 Saqi sactoy 1 - 22 - 79 RCOP 900 322 -doshy
-do- -do- 3241 -elshy-do- -do- 256i1ailed
2-3-79 HcP 90 3077 Satisfatory -do- -do- 3672 -doshy-do- -do- 3345 tisfa tory
2--2-79 RCP 600 41(11 -doshy-do-- -do- 3675 -doshy-do- -do- 3444
2-21-79 11CP 600 3907 -doshy-do- -do- 3703 -doshy-do- -3o- 3553 -doshy
3- 1i-79 ULgP 60$ 2674 Failed -do- -do- 3001 Satisfacotry -do- -rlo- 3271 --doshy
7-4-79 RC13C Bottom SabA4260 Passed -do- -do- 307b -doshy
7-9-79 30705 Gidewi -doshy-do- -do- 2494 Failed -do- -do- 3016 Passed -do- -o- 4882 Iased
7-16-79 Top Slab 3107 Passed -do- -do-- 2733 Failedshy-do- Center wall 3825 Passed
-do- -do- 2581 Fsailed
8-31-79 RCBC Sidewall 3895 PLised -do- -do- 4447 Passed
9-1-79 -do- 3838 Passed -do- -do- 4097 Passed
9-22-79 RCBC Top Slab 3195 Pssed -do- -do- 3135 Passed
10-18-79 Sidewall 2480 Failed- -do-- -do- 2534 Failed -do- -do- 3141 Passed
10-25-80 RCBC Top Slab 3281 Passed -do- -do- 2728 Failed -do- -do- 3576 Passed
11-8-79 RCP 1200 2421 Fail ed 11-10-79 -do- 2922 Fai1ed
i1-21-79 -do- 2309 Failed 11-26-7 RCP 60$ 3055 Passed
-do- -do- 2340 Fni] ed -do- -do- 3506 Passed -do- -do- 3397 Passed
11-21-79 RCBC Wingwall 3506 Passed
- 11 shy
11-21-79 11-26-79
-do-11-28-79
-do-4-14-80 -do--do-
3-25-CO0 -do-
3-31-80 -do-
3-27-80 -do--do-4-21-80
-do--do-4-22-80 -do--do-5-3-80 do--do-
Compressive
7-16-79
-do-8-17-79 -do-
R-18-79 -do-
-8_30-79
RCBC Wingwall RCBC Apron
-do-RCBC Wingwall
-do-Pier Balogo Bridge
-do--do-
Coping Abut A -do-
Coping Abut B -do-
Backwall Abut A -do--do-
4089 2922 2962 2630 3840 3801 5677 1842 3094 3172 3545 2814 2387 1943 2457
Coping Abut Mata Bridge 2806
-do- 2612 -do- 3055
Backwall AbutBMata BR2783 -do- 3055 -do- 3358
Girdr Balogo Bridge 3529 -do--do-
Strength
RCP 36
-do-RCP 240
-do-HCP 36
-do--do-
2861 _ ]
Passed Failed Failed Passed Passed Passed compresive strength requi 1 -doshy-doshy-doshy-doshy-do-
Failure Failure FailureO
Failure Failed- Failed- Passed compressive strength requir(d -doshy-doshy-doshy
-doshy
(Feeder Road Nos 401402403)
4664
4567 2736 294 3763 4555 4224
Passed
Passed Failed Failed Passed Passed Passed
-12shy
DRAINAGE amp EROSION WORK
Secondary Road (Minalabac-Antipolo-Hubo)
AS SCHEDULED ACCOMPLISHEDio si zoc Size o s of LM Sta 0 +450 240 14 - wheadwal] Sta 0 + 600 240 16 Sta 0 + 987C24 13 Sta 1 + 04767480 18 480 18 18LM wheadwal Sta 1+17052 48$ 18 480 18 18L14 -do-Sta 1+47500 36$ 10 36t 10 17LM -do-Sta 1+87500 24$ 17 360 17 17LM -do-Sta 2+14382 2410 18 241 18 18LM -do-Sta 2+65212 2 4 1 13 240 13 13LM -do-Sta 2+5372 240 15 24 15 15LM -do- Sta 2+90000 241 14 240 14 14LM -do-Sta 3+11144 360 15 36 15 15LM --do-Sta 3+38945 241A 12LM -doshy2 4 0 12 12 Sta 3+32500 - - 36 12 12LM -do-Sta 3+78700 3610 13 -Jo- 13 13Lv -do-Sta 3+91000 -do- 13 -do- 13 13LM -do-Sta 4+14413 2ii 1$ 13 241 13 13LP -do-Sta 4+36902 -do- 13 -do- 13 13LM -do-Sta 4+85415 - - do- 13 13LM -do-Sta 4+92500 360 15 360 15 15LN -do-Sta 5+18315 - - 24 0 12 12 LM -40-Sta 5+22500 241 16 241 16 16LM -do-Sta 6+42500 241o 15 24110 15 15LM -do-Sta 6+67700 4 15 -do- 15 15LM -do-Sta 6+75530 361 16 36 16 16LM -doshysta 7+25000 480 18 48 18 18LM -do-Sta 8+05500 240 14 240 14 14LM -do-Sta 8+06600 36 15 360 15 15LI -do-Sta [+07230 e4 0 15 24$ 15 15LM -do-Sta 8+22200 24110 13 240 13 15LN -do-Sta 8+45900 24V 12 240 12 12LM -do-Sta 8+65000 2410 1 24 14 _4LM -doshy
-13shy
FEEDER RIQdCI 01 - flntiplo Lrnnd ST TI I
0 + 175
0 + 425
0 + 713
S+ 075
1 + 357
1 + r5087
2 + 051
2 + 32660
2 + 53950
2 + 675
3 + 0555
3 + 325
3 + 675
4 + 848
4 + 087 A5
4 + 24470
4 590
4 8+
AS SCH-Si-e
210
3610
4811
1
30
4 0
360
360
Z0
4
48V
4i0
4 0
48
43
-180
40
-
DUL ED e
1212
11
34
9
12
12
22
10
30
11
24
24
13
7
6
4
14scedule
14 shy
tC SI LIC DCE iz7_Lf [CS Of
1 12L1
36 11 IL
481 34-2 lines 24rL
48P 15 191
36 12 12Lii
48 22-2 lit 2 22L
360 12 12Li
36 22--2 lines
2212
10 1OW
480 39-) lines --iu
0 0 11 11 LE
48i 24-2 lines 24W
--do- 411
4UWj 13 1 31di
480 7(extenriled )7Li
18 6 (e-tenled )6L
4 4(exterded )4LI
8 pc 8Lif
eaIwe a dwa l1l1S Ill
Completed
Completed
Complet ed
Completed
Completd
Comiplted
Complecd
Comple 6ed
Completed
Copeted
Complete1
Conpleted
Copletec
Completed
Completed
Completed
Completed
Not in
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
MINAA BA - AN IN
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8 09222 2 2 I V 2 2 2~ $ AI2 ~ ~
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PREVOUS CCOMPIIEN
PRGRESS THIS RPR
SCHEDULED WORK -SCHEUED ACOPLISHMT
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34 6547 I2 9ls 34096393 T3 656 1IO7 131285269239 940 4~Q39
SC ED ED ORESE
SCHEDULEDcA~OPI HMENT 4-A~~UALAccMPLSHMNT
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AUTGU~ 598 ENAdE EXYJfDATE -2namp Revsion
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---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
~~~ RRSLO
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POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
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CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
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( 4lt
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44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
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3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
_______
_FIGURE
RICOL RIVER BASIN DEVELOPMENT PROJECT SECONDARY AND FEEDER ROADS
CAMARINES SUR
PACKAGE No I
HU1
TO LUCENA - 1 -u~o
POCOT ~ gteARCELONETA
SAN MIGUEL BAY ALAO
to 4 BALCNGLY op
-t
ALAaL (p
LIAN3A CA -r V t~UANAN~~~C
_S YUWIANP QUIPAYO
- UNING -- -CAW shy
AL AG I AO Ch 6A C NW shy
0~ CAROLIN
MAMSULO NUEVO SAN BATANG4 C_-CAK AW
PAM PLO NASN A LESTINA
DAT AO ALAGGAG D A NAO
NAN JOSE1 -ITOLAN
- oe ISM FER AH
ITOL PA MJKJ shy c
HA COC
M X IWSN ROA DS UVOANGAN
CAANN RAILROADmIsI PROJECT ROADS BAGATAO O
fBicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 32
Minalabac-AntipoloHubo Road Project
Sub-Project No 4
Prepared By Submitted By
ltlsEngr AMA E BANDELARIAes gr Depu Project Manager
PROGRESS REPORT NO 52 September 1981
PROJECT MINALABAC-ANTIPOLOHUBO ROAD
Sub-Project No 4Under Contract byl Polytrade ConstructionInc
1 GENERAL
This project consists of the construction of
a Minalabac-ntipolo-Hubo secondary road from the beginning of the project at the municipality of Minalabac Camarines Sur Sta 0 + 000 to the barrio
of Hubo Minalabac the end of the project at Sta 8 + 83894 oi a length of 883894 kilometers
b Antipolo-Lupi-San Fernando feeder road no 401 Sta 0 + 008 to Sta 5 + 13653 or a length of 512853
c Hubo-Baliwag Nuevo feeder road no 4029 Sta 0 + 00200
to Sta 2 + 62044 or a length of 261844 kms d Hubo-Bagolatao feeder road no 403 Sta 0 + 000 to
Sta 7 + 66174 or a length of 7661 kmc
The total length of the project is 2424765 kms The total amount of the project including approved change
order is P 1444325420
2 WORK P ER__RESS
On Secondary Road asphalt paving work during the month has been limited to only aboujt 3j050 sqm or about 500 lineal meters due to heavy rains caused by typhoon Rubing which struck Bicol Region last September 17 1981 never allowing the ground to become dry Up to this writing the ground is still unwork-
I - 1shy
able more so on asphalt paving work
Suspension orders have been issued to the contractor and until
the present the contractor has been given extensions of + ne due to unwcrkable weather The estimated expiry date of the
contract is now October 10 1981
Weather permitting the contractor has still plenty of time to
finish paving work on about 3050 sqm or about 5C) lincal meters which is the only remaining itam of work to complete the
project
Sta 0 + 785 to Sta 0 + 915 or a length of about 130 linep meters has become an exception due to the construction of a bridge a Post tensioned 90 ft bridge across the cut-off
channel at Minalabac
As built plans have already been prepared and readied for bo)th Secondary and Feeder Roads Due to approved change orders a large volume of Item 107 108 and some riprap on the bridge
approaches have to be incorporated in the as built plans There are also additional lines of RC pipes that were instal-led to suit actual field conditions The contractor is expect
to claim for such (ditional changes
-2 shy
--
- - - - - - - -
--------
----------
- -
------------
- ----
GenralPercn- o ok Acco 1ished
I Minalabac-Antipolo-Hubo Secondary Road - - - 6179 2 401 - Antipclo-Lupi-San Fernando -i----364
3 402 - Hubo-Baliwag Road - - - ------shy
4 403 - lfubo-Bagolatao Road ----------
To t al - - - - --
Percent Time elapsed 9469----
A Secondary Road
(I) Minalabac-Antipolo-Huio Road Sta 0 + 000 to Sta 8
83894
Subgrade shy 85 kms
Subbase - - - kms
Base Course --------- 49 kmo Asphalt shy -- 29890 sqm
B Feeder Roads
(I) Antipolo-LupiSan Fernando (401)
Sta 0 + 000 - Sta 5 + 13653
Subgrade shy 5120 kms
Subbase ---- 30 kms
(2) Hubo-Baliwat (77402) Sta 0 + 000 - Sta 2 + 62044 Subgrade - - - - - - 262 kms
Subbase------------ 23 kms (3) Hubo-Bapolatao (403) Sta 0 + 000 to Sta 7 + 6617
Subgrde 7648 kms
Subba3e 7-------- kms
- 3 shy
7UCIRY OF P7 ILAlL aCOOiPLICjflTS (-Is of Sept-ber 1981) a) Iead Sconary Ror] Peeler Roads
Subgrad e 85 kmis 15388 Jws
Su4 se 85 klas 1420 La-e 49 krms ione
Pavement 19890 r r Wone
The surficin of feerle roars will be the subbase
it-e-f Item 1OC
b) ricrvpes
a) BRoloo BridgeT () spans) - sub-structure vith
super structure
coipleted b) Iato lridge - (one span) -Substruture In supershy
structure completed c) Timber Trestle (3 spans) - subtructure and supershy
s ructutre completed
-4 shy
ACTIVITIES DUR TG T-Ef IOI (August 26 - Sept 25 1981)
Secondry Road
Item 200 - Dase Course
I-Th linl oprearlin[ and compoctinf on the following
Stations Sta 0 + 500 - 0 + 700
Item 302 - ledium Cut-back Asplelt Grade IC for Bituminous
Prime Coat
Delivered - 45 metric tons
Applied - shy - 435 liters
Item 314-1 -rerete 1rterials for 7T
(Hot Asplalt type)
-635 cum
Item 314-3 15-100 Penetr tion Asphalt cement for DST (hot
A plha It Type)
Delivered shy - --100 metric tons
Per kilometer shy 183 metric tons
Paved shy - - 49 ]Ms
Feeder Roads
FR 01 - Antipol6-Lupi-Sen Fermando
1 Road maintenance Haulinp sprealing and comp sing of Ite 107( nd 10
3 Construction of Heac1ralls foi CPs
4 Ditching
FR 402 - Huio-lali1ag Nuevo
1 Road ma inte-ance
9 N uling spreading and compacting of Item 108
-5shy
3 Conctruction of headwalls for RCPs
FR 403 -Hubo-a rohlatao
I Road -maintenance
2 Re--infst-llation of the two () lines of 4810
RCP cn St 1 + 050
3 Construction of headwalls for RCP
SURVEY l0R I95
Checking of horizontal and vertical costrols blue-toppings
cross sectiouing and placing of Invert Elevations for IICP
under supervi-ion by the consultants for both secondary and
feeder roads
LWTERIALS
Field Density Te3ts gradijng of materials P-nd other necess-ary testing of materials were also done by the contrictor beforeas under direct supervision by the consu]itmts on both the seconshy
dary and feeder roads
Erluipment of the contractor are also spot-checked by the consultants to sce if they are still safe and sound for use
in the project
- 6shy
STUSOFLARATORY TESTS
Project Sub-Project No 4 Package -i Secondary RoadMinalabac Cumavrines Su-
4A 2 R A L 8 Tctal esti- Noof TestsNoofTes ant1 -2- On file Blance
105 Ildway di Drah- 15500 cum$ 0GD-
amp P 52 -e -11 Camp P-11 None
y-t a-Vatij)r I D 3 3 ei06 Pxcag Jor ue- 70Q er p 1C 0 IT
I COre P-1
107 D-42 D-318~ D-2Common Borrow 1 02I5OcuC 0 29 1 1C - 176 None
- i 1an
amp 9-86 0 ampP-15110 Fcun-Jiation Ill 50cu - 10 D0- 1 None CGamp F - I CG amp P-1 None
200- gWi- Ease Course 75C cum D- 5 -21 D 9 - 2 CGampP-19i~ C G--6i 1-C-
Abr-ssion Specific
brassion 302 Medjiu cjril
cut-back
usphalt Grade sitP-rime Coat 51MT Q- 5 Q - 5314-3 05-100 pene f
none5 eccznmnt for 7RST I
(1ot Aspal Typo) 110212I 1 I 402i25
- IPre-cas Coc-1 3 96 L M PTC - 1
rete j~ies FTC shy
405 CongClas A 558 cum I9831 bags Q-3 or PTC
None Q - 3 None
Pine Ag 294 cum -I1 -4Coarse Agt I Q-1 G-1 N376 cumq Q-I G-6 I 01oeWater406 Rein Step Cert Cert I None457 5 kg Noon e Q-1 easizel Q-1 easite lone413 Reinf Conc pipes 090jv1 279( LM[ I- I2 -- 411 IRIR -- j11 I2M TP -3500 Grouted riprap
I 55 IR -35_pA arkers 1t011 11 PO 5 a d - 31 fI
l~~rojeo~alaa 0 20f1iol FerndoI I e A I -Lu)i-Sa9n tests~-~2t~~ 14 A T E R I A L S 2otaJl estimatedNo o2 test
oo
of tets
105 Rdway c Draina I 137 0 0cuiu)e D 50 1 D -Excavation IC lC amp P-1 I CG ampP-7 iNone 106 JTcavation for 530 cuui D - I 18 ructure D -I CG P-1I 0 amp P-I Non 107 Coumwon Jorrow - cum I
D 7010 None A - 7)200 cLm D -IJ D - 52C(ourse P - 2 icG amp P-28 NoneDshy
110 Founclation Fill 40 cum D - 1 D - I None CG P-I CCP-1
401 Tirber Trestle I spans IR II I I T R 402-25 le-ca st c onc- Irete piles 168 Lii i1 or PTC I PC-1I 40 2
I i I lone
- 2 5a ornc test c or1ea PI -o- ITone 413 Rein Concpipes I 060H 6L1 1-IR-I I0901I - I16L4 I - IJ - 2 11201i 57L1 Ri -Th - 8 I lR- 3
57L 406 Rfe nf eel
I I I ea si0eO-1 easize loneII I I
51l l RS~ 166ea I I IR _ I - I
JoteArditiot l fiell and Wboratorv tests weeconductes for Item 105 clue to chane (orrier) involume form the princitnl uantity
____
STATUS OF IADOLAT JiY TESTS
Project Sub-Project No 4 IIubo-3alplusmny_ 1oad 02
No of Testsii A RII I A L S ostimatedIloof test On BwileP llance
106 Excavation fort D -1 - D - 1 structures 2)0 cun QampP - 1 - C I amp P- 1
107 Comon orrow 226 -0 D - 79 D - 72 D - 7 cuI1 ~ CG~P-I6 C)P - 16 None
108 AJ su ase 131cum D - 21 D -10 I D - 11 C P -11 CCP-2 CIGP - 9
110 Foundation Fill 20cum D - 1 - D - 1 SCG amp Pshy
413 Reinf concrete I
pies 3ILi 1 IR-2 - I - 2 060M 09011 6121 I 2IR - 2 IR -4
510 Ra-I t 60 ea I IR - 1I IR - 1 1 t
-9 shy
SA US0P LABAT0m_ TBSTS
Cc trOlc50 OJ 3 Ru b o -ala taeo
- - - cT t-- C o + st
- uaM T -
-
i d tr -tesi e f Balanc e
I | I
Ri i7id ay i - 249 f - 2 NoneBx-vatior O0 72CcumCampp - $Gamp - 50 CGampP-1O
I
106 Excavatio fo 570 cum ) - 2 - 2 C 2amp-1 I Cp amp P-II I
106 Ag subbLse D -t350ztmD - 49 1D - 1 C --3 C -27 CG ampP-4I I
110- Found-ntioi i h - i - D - 1 - 1 - P-1
413 Reinf Coacr-c pipes
0691 2L 1-Li-2 - 1 1--IR-2
0 ) 0 LIM 4il-IR-6 -)
120 M 150 L- -1-3-6 4-I-5
466 Reiiiforced teell - Q-1 ea I None I Size
510 ROW Markers IR - IR
C0141ESGr7 STRENIGTHT eIr ) shy
1Rrt tuc-Conresive I Date Salipled ures derc- 21re-th R B A R K 3
t genteel I I
1 - 10 - 79 TCP 60F 3i0 3 stfctorv - 1)o - --(10- 2070 ichiled
-do- -do- 5070 Saqi sactoy 1 - 22 - 79 RCOP 900 322 -doshy
-do- -do- 3241 -elshy-do- -do- 256i1ailed
2-3-79 HcP 90 3077 Satisfatory -do- -do- 3672 -doshy-do- -do- 3345 tisfa tory
2--2-79 RCP 600 41(11 -doshy-do-- -do- 3675 -doshy-do- -do- 3444
2-21-79 11CP 600 3907 -doshy-do- -do- 3703 -doshy-do- -3o- 3553 -doshy
3- 1i-79 ULgP 60$ 2674 Failed -do- -do- 3001 Satisfacotry -do- -rlo- 3271 --doshy
7-4-79 RC13C Bottom SabA4260 Passed -do- -do- 307b -doshy
7-9-79 30705 Gidewi -doshy-do- -do- 2494 Failed -do- -do- 3016 Passed -do- -o- 4882 Iased
7-16-79 Top Slab 3107 Passed -do- -do-- 2733 Failedshy-do- Center wall 3825 Passed
-do- -do- 2581 Fsailed
8-31-79 RCBC Sidewall 3895 PLised -do- -do- 4447 Passed
9-1-79 -do- 3838 Passed -do- -do- 4097 Passed
9-22-79 RCBC Top Slab 3195 Pssed -do- -do- 3135 Passed
10-18-79 Sidewall 2480 Failed- -do-- -do- 2534 Failed -do- -do- 3141 Passed
10-25-80 RCBC Top Slab 3281 Passed -do- -do- 2728 Failed -do- -do- 3576 Passed
11-8-79 RCP 1200 2421 Fail ed 11-10-79 -do- 2922 Fai1ed
i1-21-79 -do- 2309 Failed 11-26-7 RCP 60$ 3055 Passed
-do- -do- 2340 Fni] ed -do- -do- 3506 Passed -do- -do- 3397 Passed
11-21-79 RCBC Wingwall 3506 Passed
- 11 shy
11-21-79 11-26-79
-do-11-28-79
-do-4-14-80 -do--do-
3-25-CO0 -do-
3-31-80 -do-
3-27-80 -do--do-4-21-80
-do--do-4-22-80 -do--do-5-3-80 do--do-
Compressive
7-16-79
-do-8-17-79 -do-
R-18-79 -do-
-8_30-79
RCBC Wingwall RCBC Apron
-do-RCBC Wingwall
-do-Pier Balogo Bridge
-do--do-
Coping Abut A -do-
Coping Abut B -do-
Backwall Abut A -do--do-
4089 2922 2962 2630 3840 3801 5677 1842 3094 3172 3545 2814 2387 1943 2457
Coping Abut Mata Bridge 2806
-do- 2612 -do- 3055
Backwall AbutBMata BR2783 -do- 3055 -do- 3358
Girdr Balogo Bridge 3529 -do--do-
Strength
RCP 36
-do-RCP 240
-do-HCP 36
-do--do-
2861 _ ]
Passed Failed Failed Passed Passed Passed compresive strength requi 1 -doshy-doshy-doshy-doshy-do-
Failure Failure FailureO
Failure Failed- Failed- Passed compressive strength requir(d -doshy-doshy-doshy
-doshy
(Feeder Road Nos 401402403)
4664
4567 2736 294 3763 4555 4224
Passed
Passed Failed Failed Passed Passed Passed
-12shy
DRAINAGE amp EROSION WORK
Secondary Road (Minalabac-Antipolo-Hubo)
AS SCHEDULED ACCOMPLISHEDio si zoc Size o s of LM Sta 0 +450 240 14 - wheadwal] Sta 0 + 600 240 16 Sta 0 + 987C24 13 Sta 1 + 04767480 18 480 18 18LM wheadwal Sta 1+17052 48$ 18 480 18 18L14 -do-Sta 1+47500 36$ 10 36t 10 17LM -do-Sta 1+87500 24$ 17 360 17 17LM -do-Sta 2+14382 2410 18 241 18 18LM -do-Sta 2+65212 2 4 1 13 240 13 13LM -do-Sta 2+5372 240 15 24 15 15LM -do- Sta 2+90000 241 14 240 14 14LM -do-Sta 3+11144 360 15 36 15 15LM --do-Sta 3+38945 241A 12LM -doshy2 4 0 12 12 Sta 3+32500 - - 36 12 12LM -do-Sta 3+78700 3610 13 -Jo- 13 13Lv -do-Sta 3+91000 -do- 13 -do- 13 13LM -do-Sta 4+14413 2ii 1$ 13 241 13 13LP -do-Sta 4+36902 -do- 13 -do- 13 13LM -do-Sta 4+85415 - - do- 13 13LM -do-Sta 4+92500 360 15 360 15 15LN -do-Sta 5+18315 - - 24 0 12 12 LM -40-Sta 5+22500 241 16 241 16 16LM -do-Sta 6+42500 241o 15 24110 15 15LM -do-Sta 6+67700 4 15 -do- 15 15LM -do-Sta 6+75530 361 16 36 16 16LM -doshysta 7+25000 480 18 48 18 18LM -do-Sta 8+05500 240 14 240 14 14LM -do-Sta 8+06600 36 15 360 15 15LI -do-Sta [+07230 e4 0 15 24$ 15 15LM -do-Sta 8+22200 24110 13 240 13 15LN -do-Sta 8+45900 24V 12 240 12 12LM -do-Sta 8+65000 2410 1 24 14 _4LM -doshy
-13shy
FEEDER RIQdCI 01 - flntiplo Lrnnd ST TI I
0 + 175
0 + 425
0 + 713
S+ 075
1 + 357
1 + r5087
2 + 051
2 + 32660
2 + 53950
2 + 675
3 + 0555
3 + 325
3 + 675
4 + 848
4 + 087 A5
4 + 24470
4 590
4 8+
AS SCH-Si-e
210
3610
4811
1
30
4 0
360
360
Z0
4
48V
4i0
4 0
48
43
-180
40
-
DUL ED e
1212
11
34
9
12
12
22
10
30
11
24
24
13
7
6
4
14scedule
14 shy
tC SI LIC DCE iz7_Lf [CS Of
1 12L1
36 11 IL
481 34-2 lines 24rL
48P 15 191
36 12 12Lii
48 22-2 lit 2 22L
360 12 12Li
36 22--2 lines
2212
10 1OW
480 39-) lines --iu
0 0 11 11 LE
48i 24-2 lines 24W
--do- 411
4UWj 13 1 31di
480 7(extenriled )7Li
18 6 (e-tenled )6L
4 4(exterded )4LI
8 pc 8Lif
eaIwe a dwa l1l1S Ill
Completed
Completed
Complet ed
Completed
Completd
Comiplted
Complecd
Comple 6ed
Completed
Copeted
Complete1
Conpleted
Copletec
Completed
Completed
Completed
Completed
Not in
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
MINAA BA - AN IN
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SCHEDULED WORK -SCHEUED ACOPLISHMT
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---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
~~~ RRSLO
RMRALk
-ML-SNEAN
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SATAO 2-L
G-A UT L R
EERR MABNE
amp APWER SCELE OFCONSULT
71 8RO Sl 1~1
POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
RMATS ENGR-
CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
RE ~ ~ ~ ~ uB PROJECTefn~~~~ NO4
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( 4lt
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44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
3C
SU60rA7~2~
-1C L 1t
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W-1
3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
fBicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 32
Minalabac-AntipoloHubo Road Project
Sub-Project No 4
Prepared By Submitted By
ltlsEngr AMA E BANDELARIAes gr Depu Project Manager
PROGRESS REPORT NO 52 September 1981
PROJECT MINALABAC-ANTIPOLOHUBO ROAD
Sub-Project No 4Under Contract byl Polytrade ConstructionInc
1 GENERAL
This project consists of the construction of
a Minalabac-ntipolo-Hubo secondary road from the beginning of the project at the municipality of Minalabac Camarines Sur Sta 0 + 000 to the barrio
of Hubo Minalabac the end of the project at Sta 8 + 83894 oi a length of 883894 kilometers
b Antipolo-Lupi-San Fernando feeder road no 401 Sta 0 + 008 to Sta 5 + 13653 or a length of 512853
c Hubo-Baliwag Nuevo feeder road no 4029 Sta 0 + 00200
to Sta 2 + 62044 or a length of 261844 kms d Hubo-Bagolatao feeder road no 403 Sta 0 + 000 to
Sta 7 + 66174 or a length of 7661 kmc
The total length of the project is 2424765 kms The total amount of the project including approved change
order is P 1444325420
2 WORK P ER__RESS
On Secondary Road asphalt paving work during the month has been limited to only aboujt 3j050 sqm or about 500 lineal meters due to heavy rains caused by typhoon Rubing which struck Bicol Region last September 17 1981 never allowing the ground to become dry Up to this writing the ground is still unwork-
I - 1shy
able more so on asphalt paving work
Suspension orders have been issued to the contractor and until
the present the contractor has been given extensions of + ne due to unwcrkable weather The estimated expiry date of the
contract is now October 10 1981
Weather permitting the contractor has still plenty of time to
finish paving work on about 3050 sqm or about 5C) lincal meters which is the only remaining itam of work to complete the
project
Sta 0 + 785 to Sta 0 + 915 or a length of about 130 linep meters has become an exception due to the construction of a bridge a Post tensioned 90 ft bridge across the cut-off
channel at Minalabac
As built plans have already been prepared and readied for bo)th Secondary and Feeder Roads Due to approved change orders a large volume of Item 107 108 and some riprap on the bridge
approaches have to be incorporated in the as built plans There are also additional lines of RC pipes that were instal-led to suit actual field conditions The contractor is expect
to claim for such (ditional changes
-2 shy
--
- - - - - - - -
--------
----------
- -
------------
- ----
GenralPercn- o ok Acco 1ished
I Minalabac-Antipolo-Hubo Secondary Road - - - 6179 2 401 - Antipclo-Lupi-San Fernando -i----364
3 402 - Hubo-Baliwag Road - - - ------shy
4 403 - lfubo-Bagolatao Road ----------
To t al - - - - --
Percent Time elapsed 9469----
A Secondary Road
(I) Minalabac-Antipolo-Huio Road Sta 0 + 000 to Sta 8
83894
Subgrade shy 85 kms
Subbase - - - kms
Base Course --------- 49 kmo Asphalt shy -- 29890 sqm
B Feeder Roads
(I) Antipolo-LupiSan Fernando (401)
Sta 0 + 000 - Sta 5 + 13653
Subgrade shy 5120 kms
Subbase ---- 30 kms
(2) Hubo-Baliwat (77402) Sta 0 + 000 - Sta 2 + 62044 Subgrade - - - - - - 262 kms
Subbase------------ 23 kms (3) Hubo-Bapolatao (403) Sta 0 + 000 to Sta 7 + 6617
Subgrde 7648 kms
Subba3e 7-------- kms
- 3 shy
7UCIRY OF P7 ILAlL aCOOiPLICjflTS (-Is of Sept-ber 1981) a) Iead Sconary Ror] Peeler Roads
Subgrad e 85 kmis 15388 Jws
Su4 se 85 klas 1420 La-e 49 krms ione
Pavement 19890 r r Wone
The surficin of feerle roars will be the subbase
it-e-f Item 1OC
b) ricrvpes
a) BRoloo BridgeT () spans) - sub-structure vith
super structure
coipleted b) Iato lridge - (one span) -Substruture In supershy
structure completed c) Timber Trestle (3 spans) - subtructure and supershy
s ructutre completed
-4 shy
ACTIVITIES DUR TG T-Ef IOI (August 26 - Sept 25 1981)
Secondry Road
Item 200 - Dase Course
I-Th linl oprearlin[ and compoctinf on the following
Stations Sta 0 + 500 - 0 + 700
Item 302 - ledium Cut-back Asplelt Grade IC for Bituminous
Prime Coat
Delivered - 45 metric tons
Applied - shy - 435 liters
Item 314-1 -rerete 1rterials for 7T
(Hot Asplalt type)
-635 cum
Item 314-3 15-100 Penetr tion Asphalt cement for DST (hot
A plha It Type)
Delivered shy - --100 metric tons
Per kilometer shy 183 metric tons
Paved shy - - 49 ]Ms
Feeder Roads
FR 01 - Antipol6-Lupi-Sen Fermando
1 Road maintenance Haulinp sprealing and comp sing of Ite 107( nd 10
3 Construction of Heac1ralls foi CPs
4 Ditching
FR 402 - Huio-lali1ag Nuevo
1 Road ma inte-ance
9 N uling spreading and compacting of Item 108
-5shy
3 Conctruction of headwalls for RCPs
FR 403 -Hubo-a rohlatao
I Road -maintenance
2 Re--infst-llation of the two () lines of 4810
RCP cn St 1 + 050
3 Construction of headwalls for RCP
SURVEY l0R I95
Checking of horizontal and vertical costrols blue-toppings
cross sectiouing and placing of Invert Elevations for IICP
under supervi-ion by the consultants for both secondary and
feeder roads
LWTERIALS
Field Density Te3ts gradijng of materials P-nd other necess-ary testing of materials were also done by the contrictor beforeas under direct supervision by the consu]itmts on both the seconshy
dary and feeder roads
Erluipment of the contractor are also spot-checked by the consultants to sce if they are still safe and sound for use
in the project
- 6shy
STUSOFLARATORY TESTS
Project Sub-Project No 4 Package -i Secondary RoadMinalabac Cumavrines Su-
4A 2 R A L 8 Tctal esti- Noof TestsNoofTes ant1 -2- On file Blance
105 Ildway di Drah- 15500 cum$ 0GD-
amp P 52 -e -11 Camp P-11 None
y-t a-Vatij)r I D 3 3 ei06 Pxcag Jor ue- 70Q er p 1C 0 IT
I COre P-1
107 D-42 D-318~ D-2Common Borrow 1 02I5OcuC 0 29 1 1C - 176 None
- i 1an
amp 9-86 0 ampP-15110 Fcun-Jiation Ill 50cu - 10 D0- 1 None CGamp F - I CG amp P-1 None
200- gWi- Ease Course 75C cum D- 5 -21 D 9 - 2 CGampP-19i~ C G--6i 1-C-
Abr-ssion Specific
brassion 302 Medjiu cjril
cut-back
usphalt Grade sitP-rime Coat 51MT Q- 5 Q - 5314-3 05-100 pene f
none5 eccznmnt for 7RST I
(1ot Aspal Typo) 110212I 1 I 402i25
- IPre-cas Coc-1 3 96 L M PTC - 1
rete j~ies FTC shy
405 CongClas A 558 cum I9831 bags Q-3 or PTC
None Q - 3 None
Pine Ag 294 cum -I1 -4Coarse Agt I Q-1 G-1 N376 cumq Q-I G-6 I 01oeWater406 Rein Step Cert Cert I None457 5 kg Noon e Q-1 easizel Q-1 easite lone413 Reinf Conc pipes 090jv1 279( LM[ I- I2 -- 411 IRIR -- j11 I2M TP -3500 Grouted riprap
I 55 IR -35_pA arkers 1t011 11 PO 5 a d - 31 fI
l~~rojeo~alaa 0 20f1iol FerndoI I e A I -Lu)i-Sa9n tests~-~2t~~ 14 A T E R I A L S 2otaJl estimatedNo o2 test
oo
of tets
105 Rdway c Draina I 137 0 0cuiu)e D 50 1 D -Excavation IC lC amp P-1 I CG ampP-7 iNone 106 JTcavation for 530 cuui D - I 18 ructure D -I CG P-1I 0 amp P-I Non 107 Coumwon Jorrow - cum I
D 7010 None A - 7)200 cLm D -IJ D - 52C(ourse P - 2 icG amp P-28 NoneDshy
110 Founclation Fill 40 cum D - 1 D - I None CG P-I CCP-1
401 Tirber Trestle I spans IR II I I T R 402-25 le-ca st c onc- Irete piles 168 Lii i1 or PTC I PC-1I 40 2
I i I lone
- 2 5a ornc test c or1ea PI -o- ITone 413 Rein Concpipes I 060H 6L1 1-IR-I I0901I - I16L4 I - IJ - 2 11201i 57L1 Ri -Th - 8 I lR- 3
57L 406 Rfe nf eel
I I I ea si0eO-1 easize loneII I I
51l l RS~ 166ea I I IR _ I - I
JoteArditiot l fiell and Wboratorv tests weeconductes for Item 105 clue to chane (orrier) involume form the princitnl uantity
____
STATUS OF IADOLAT JiY TESTS
Project Sub-Project No 4 IIubo-3alplusmny_ 1oad 02
No of Testsii A RII I A L S ostimatedIloof test On BwileP llance
106 Excavation fort D -1 - D - 1 structures 2)0 cun QampP - 1 - C I amp P- 1
107 Comon orrow 226 -0 D - 79 D - 72 D - 7 cuI1 ~ CG~P-I6 C)P - 16 None
108 AJ su ase 131cum D - 21 D -10 I D - 11 C P -11 CCP-2 CIGP - 9
110 Foundation Fill 20cum D - 1 - D - 1 SCG amp Pshy
413 Reinf concrete I
pies 3ILi 1 IR-2 - I - 2 060M 09011 6121 I 2IR - 2 IR -4
510 Ra-I t 60 ea I IR - 1I IR - 1 1 t
-9 shy
SA US0P LABAT0m_ TBSTS
Cc trOlc50 OJ 3 Ru b o -ala taeo
- - - cT t-- C o + st
- uaM T -
-
i d tr -tesi e f Balanc e
I | I
Ri i7id ay i - 249 f - 2 NoneBx-vatior O0 72CcumCampp - $Gamp - 50 CGampP-1O
I
106 Excavatio fo 570 cum ) - 2 - 2 C 2amp-1 I Cp amp P-II I
106 Ag subbLse D -t350ztmD - 49 1D - 1 C --3 C -27 CG ampP-4I I
110- Found-ntioi i h - i - D - 1 - 1 - P-1
413 Reinf Coacr-c pipes
0691 2L 1-Li-2 - 1 1--IR-2
0 ) 0 LIM 4il-IR-6 -)
120 M 150 L- -1-3-6 4-I-5
466 Reiiiforced teell - Q-1 ea I None I Size
510 ROW Markers IR - IR
C0141ESGr7 STRENIGTHT eIr ) shy
1Rrt tuc-Conresive I Date Salipled ures derc- 21re-th R B A R K 3
t genteel I I
1 - 10 - 79 TCP 60F 3i0 3 stfctorv - 1)o - --(10- 2070 ichiled
-do- -do- 5070 Saqi sactoy 1 - 22 - 79 RCOP 900 322 -doshy
-do- -do- 3241 -elshy-do- -do- 256i1ailed
2-3-79 HcP 90 3077 Satisfatory -do- -do- 3672 -doshy-do- -do- 3345 tisfa tory
2--2-79 RCP 600 41(11 -doshy-do-- -do- 3675 -doshy-do- -do- 3444
2-21-79 11CP 600 3907 -doshy-do- -do- 3703 -doshy-do- -3o- 3553 -doshy
3- 1i-79 ULgP 60$ 2674 Failed -do- -do- 3001 Satisfacotry -do- -rlo- 3271 --doshy
7-4-79 RC13C Bottom SabA4260 Passed -do- -do- 307b -doshy
7-9-79 30705 Gidewi -doshy-do- -do- 2494 Failed -do- -do- 3016 Passed -do- -o- 4882 Iased
7-16-79 Top Slab 3107 Passed -do- -do-- 2733 Failedshy-do- Center wall 3825 Passed
-do- -do- 2581 Fsailed
8-31-79 RCBC Sidewall 3895 PLised -do- -do- 4447 Passed
9-1-79 -do- 3838 Passed -do- -do- 4097 Passed
9-22-79 RCBC Top Slab 3195 Pssed -do- -do- 3135 Passed
10-18-79 Sidewall 2480 Failed- -do-- -do- 2534 Failed -do- -do- 3141 Passed
10-25-80 RCBC Top Slab 3281 Passed -do- -do- 2728 Failed -do- -do- 3576 Passed
11-8-79 RCP 1200 2421 Fail ed 11-10-79 -do- 2922 Fai1ed
i1-21-79 -do- 2309 Failed 11-26-7 RCP 60$ 3055 Passed
-do- -do- 2340 Fni] ed -do- -do- 3506 Passed -do- -do- 3397 Passed
11-21-79 RCBC Wingwall 3506 Passed
- 11 shy
11-21-79 11-26-79
-do-11-28-79
-do-4-14-80 -do--do-
3-25-CO0 -do-
3-31-80 -do-
3-27-80 -do--do-4-21-80
-do--do-4-22-80 -do--do-5-3-80 do--do-
Compressive
7-16-79
-do-8-17-79 -do-
R-18-79 -do-
-8_30-79
RCBC Wingwall RCBC Apron
-do-RCBC Wingwall
-do-Pier Balogo Bridge
-do--do-
Coping Abut A -do-
Coping Abut B -do-
Backwall Abut A -do--do-
4089 2922 2962 2630 3840 3801 5677 1842 3094 3172 3545 2814 2387 1943 2457
Coping Abut Mata Bridge 2806
-do- 2612 -do- 3055
Backwall AbutBMata BR2783 -do- 3055 -do- 3358
Girdr Balogo Bridge 3529 -do--do-
Strength
RCP 36
-do-RCP 240
-do-HCP 36
-do--do-
2861 _ ]
Passed Failed Failed Passed Passed Passed compresive strength requi 1 -doshy-doshy-doshy-doshy-do-
Failure Failure FailureO
Failure Failed- Failed- Passed compressive strength requir(d -doshy-doshy-doshy
-doshy
(Feeder Road Nos 401402403)
4664
4567 2736 294 3763 4555 4224
Passed
Passed Failed Failed Passed Passed Passed
-12shy
DRAINAGE amp EROSION WORK
Secondary Road (Minalabac-Antipolo-Hubo)
AS SCHEDULED ACCOMPLISHEDio si zoc Size o s of LM Sta 0 +450 240 14 - wheadwal] Sta 0 + 600 240 16 Sta 0 + 987C24 13 Sta 1 + 04767480 18 480 18 18LM wheadwal Sta 1+17052 48$ 18 480 18 18L14 -do-Sta 1+47500 36$ 10 36t 10 17LM -do-Sta 1+87500 24$ 17 360 17 17LM -do-Sta 2+14382 2410 18 241 18 18LM -do-Sta 2+65212 2 4 1 13 240 13 13LM -do-Sta 2+5372 240 15 24 15 15LM -do- Sta 2+90000 241 14 240 14 14LM -do-Sta 3+11144 360 15 36 15 15LM --do-Sta 3+38945 241A 12LM -doshy2 4 0 12 12 Sta 3+32500 - - 36 12 12LM -do-Sta 3+78700 3610 13 -Jo- 13 13Lv -do-Sta 3+91000 -do- 13 -do- 13 13LM -do-Sta 4+14413 2ii 1$ 13 241 13 13LP -do-Sta 4+36902 -do- 13 -do- 13 13LM -do-Sta 4+85415 - - do- 13 13LM -do-Sta 4+92500 360 15 360 15 15LN -do-Sta 5+18315 - - 24 0 12 12 LM -40-Sta 5+22500 241 16 241 16 16LM -do-Sta 6+42500 241o 15 24110 15 15LM -do-Sta 6+67700 4 15 -do- 15 15LM -do-Sta 6+75530 361 16 36 16 16LM -doshysta 7+25000 480 18 48 18 18LM -do-Sta 8+05500 240 14 240 14 14LM -do-Sta 8+06600 36 15 360 15 15LI -do-Sta [+07230 e4 0 15 24$ 15 15LM -do-Sta 8+22200 24110 13 240 13 15LN -do-Sta 8+45900 24V 12 240 12 12LM -do-Sta 8+65000 2410 1 24 14 _4LM -doshy
-13shy
FEEDER RIQdCI 01 - flntiplo Lrnnd ST TI I
0 + 175
0 + 425
0 + 713
S+ 075
1 + 357
1 + r5087
2 + 051
2 + 32660
2 + 53950
2 + 675
3 + 0555
3 + 325
3 + 675
4 + 848
4 + 087 A5
4 + 24470
4 590
4 8+
AS SCH-Si-e
210
3610
4811
1
30
4 0
360
360
Z0
4
48V
4i0
4 0
48
43
-180
40
-
DUL ED e
1212
11
34
9
12
12
22
10
30
11
24
24
13
7
6
4
14scedule
14 shy
tC SI LIC DCE iz7_Lf [CS Of
1 12L1
36 11 IL
481 34-2 lines 24rL
48P 15 191
36 12 12Lii
48 22-2 lit 2 22L
360 12 12Li
36 22--2 lines
2212
10 1OW
480 39-) lines --iu
0 0 11 11 LE
48i 24-2 lines 24W
--do- 411
4UWj 13 1 31di
480 7(extenriled )7Li
18 6 (e-tenled )6L
4 4(exterded )4LI
8 pc 8Lif
eaIwe a dwa l1l1S Ill
Completed
Completed
Complet ed
Completed
Completd
Comiplted
Complecd
Comple 6ed
Completed
Copeted
Complete1
Conpleted
Copletec
Completed
Completed
Completed
Completed
Not in
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
MINAA BA - AN IN
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SCHEDULED WORK -SCHEUED ACOPLISHMT
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34 6547 I2 9ls 34096393 T3 656 1IO7 131285269239 940 4~Q39
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AUTGU~ 598 ENAdE EXYJfDATE -2namp Revsion
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---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
~~~ RRSLO
RMRALk
-ML-SNEAN
T T ~ ~~ ~ ~
J
R4 E R
SATAO 2-L
G-A UT L R
EERR MABNE
amp APWER SCELE OFCONSULT
71 8RO Sl 1~1
POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
RMATS ENGR-
CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
RE ~ ~ ~ ~ uB PROJECTefn~~~~ NO4
4TORRABAALS tNR -c I 4R4k
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RKTPS
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B-PROJECT N 4 MINALABAC -ANTIPOLO -HUBO~ ROAD
( 4lt
U ~E[N EY A ff F )
44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
3C
SU60rA7~2~
-1C L 1t
~
W-1
3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
PROGRESS REPORT NO 52 September 1981
PROJECT MINALABAC-ANTIPOLOHUBO ROAD
Sub-Project No 4Under Contract byl Polytrade ConstructionInc
1 GENERAL
This project consists of the construction of
a Minalabac-ntipolo-Hubo secondary road from the beginning of the project at the municipality of Minalabac Camarines Sur Sta 0 + 000 to the barrio
of Hubo Minalabac the end of the project at Sta 8 + 83894 oi a length of 883894 kilometers
b Antipolo-Lupi-San Fernando feeder road no 401 Sta 0 + 008 to Sta 5 + 13653 or a length of 512853
c Hubo-Baliwag Nuevo feeder road no 4029 Sta 0 + 00200
to Sta 2 + 62044 or a length of 261844 kms d Hubo-Bagolatao feeder road no 403 Sta 0 + 000 to
Sta 7 + 66174 or a length of 7661 kmc
The total length of the project is 2424765 kms The total amount of the project including approved change
order is P 1444325420
2 WORK P ER__RESS
On Secondary Road asphalt paving work during the month has been limited to only aboujt 3j050 sqm or about 500 lineal meters due to heavy rains caused by typhoon Rubing which struck Bicol Region last September 17 1981 never allowing the ground to become dry Up to this writing the ground is still unwork-
I - 1shy
able more so on asphalt paving work
Suspension orders have been issued to the contractor and until
the present the contractor has been given extensions of + ne due to unwcrkable weather The estimated expiry date of the
contract is now October 10 1981
Weather permitting the contractor has still plenty of time to
finish paving work on about 3050 sqm or about 5C) lincal meters which is the only remaining itam of work to complete the
project
Sta 0 + 785 to Sta 0 + 915 or a length of about 130 linep meters has become an exception due to the construction of a bridge a Post tensioned 90 ft bridge across the cut-off
channel at Minalabac
As built plans have already been prepared and readied for bo)th Secondary and Feeder Roads Due to approved change orders a large volume of Item 107 108 and some riprap on the bridge
approaches have to be incorporated in the as built plans There are also additional lines of RC pipes that were instal-led to suit actual field conditions The contractor is expect
to claim for such (ditional changes
-2 shy
--
- - - - - - - -
--------
----------
- -
------------
- ----
GenralPercn- o ok Acco 1ished
I Minalabac-Antipolo-Hubo Secondary Road - - - 6179 2 401 - Antipclo-Lupi-San Fernando -i----364
3 402 - Hubo-Baliwag Road - - - ------shy
4 403 - lfubo-Bagolatao Road ----------
To t al - - - - --
Percent Time elapsed 9469----
A Secondary Road
(I) Minalabac-Antipolo-Huio Road Sta 0 + 000 to Sta 8
83894
Subgrade shy 85 kms
Subbase - - - kms
Base Course --------- 49 kmo Asphalt shy -- 29890 sqm
B Feeder Roads
(I) Antipolo-LupiSan Fernando (401)
Sta 0 + 000 - Sta 5 + 13653
Subgrade shy 5120 kms
Subbase ---- 30 kms
(2) Hubo-Baliwat (77402) Sta 0 + 000 - Sta 2 + 62044 Subgrade - - - - - - 262 kms
Subbase------------ 23 kms (3) Hubo-Bapolatao (403) Sta 0 + 000 to Sta 7 + 6617
Subgrde 7648 kms
Subba3e 7-------- kms
- 3 shy
7UCIRY OF P7 ILAlL aCOOiPLICjflTS (-Is of Sept-ber 1981) a) Iead Sconary Ror] Peeler Roads
Subgrad e 85 kmis 15388 Jws
Su4 se 85 klas 1420 La-e 49 krms ione
Pavement 19890 r r Wone
The surficin of feerle roars will be the subbase
it-e-f Item 1OC
b) ricrvpes
a) BRoloo BridgeT () spans) - sub-structure vith
super structure
coipleted b) Iato lridge - (one span) -Substruture In supershy
structure completed c) Timber Trestle (3 spans) - subtructure and supershy
s ructutre completed
-4 shy
ACTIVITIES DUR TG T-Ef IOI (August 26 - Sept 25 1981)
Secondry Road
Item 200 - Dase Course
I-Th linl oprearlin[ and compoctinf on the following
Stations Sta 0 + 500 - 0 + 700
Item 302 - ledium Cut-back Asplelt Grade IC for Bituminous
Prime Coat
Delivered - 45 metric tons
Applied - shy - 435 liters
Item 314-1 -rerete 1rterials for 7T
(Hot Asplalt type)
-635 cum
Item 314-3 15-100 Penetr tion Asphalt cement for DST (hot
A plha It Type)
Delivered shy - --100 metric tons
Per kilometer shy 183 metric tons
Paved shy - - 49 ]Ms
Feeder Roads
FR 01 - Antipol6-Lupi-Sen Fermando
1 Road maintenance Haulinp sprealing and comp sing of Ite 107( nd 10
3 Construction of Heac1ralls foi CPs
4 Ditching
FR 402 - Huio-lali1ag Nuevo
1 Road ma inte-ance
9 N uling spreading and compacting of Item 108
-5shy
3 Conctruction of headwalls for RCPs
FR 403 -Hubo-a rohlatao
I Road -maintenance
2 Re--infst-llation of the two () lines of 4810
RCP cn St 1 + 050
3 Construction of headwalls for RCP
SURVEY l0R I95
Checking of horizontal and vertical costrols blue-toppings
cross sectiouing and placing of Invert Elevations for IICP
under supervi-ion by the consultants for both secondary and
feeder roads
LWTERIALS
Field Density Te3ts gradijng of materials P-nd other necess-ary testing of materials were also done by the contrictor beforeas under direct supervision by the consu]itmts on both the seconshy
dary and feeder roads
Erluipment of the contractor are also spot-checked by the consultants to sce if they are still safe and sound for use
in the project
- 6shy
STUSOFLARATORY TESTS
Project Sub-Project No 4 Package -i Secondary RoadMinalabac Cumavrines Su-
4A 2 R A L 8 Tctal esti- Noof TestsNoofTes ant1 -2- On file Blance
105 Ildway di Drah- 15500 cum$ 0GD-
amp P 52 -e -11 Camp P-11 None
y-t a-Vatij)r I D 3 3 ei06 Pxcag Jor ue- 70Q er p 1C 0 IT
I COre P-1
107 D-42 D-318~ D-2Common Borrow 1 02I5OcuC 0 29 1 1C - 176 None
- i 1an
amp 9-86 0 ampP-15110 Fcun-Jiation Ill 50cu - 10 D0- 1 None CGamp F - I CG amp P-1 None
200- gWi- Ease Course 75C cum D- 5 -21 D 9 - 2 CGampP-19i~ C G--6i 1-C-
Abr-ssion Specific
brassion 302 Medjiu cjril
cut-back
usphalt Grade sitP-rime Coat 51MT Q- 5 Q - 5314-3 05-100 pene f
none5 eccznmnt for 7RST I
(1ot Aspal Typo) 110212I 1 I 402i25
- IPre-cas Coc-1 3 96 L M PTC - 1
rete j~ies FTC shy
405 CongClas A 558 cum I9831 bags Q-3 or PTC
None Q - 3 None
Pine Ag 294 cum -I1 -4Coarse Agt I Q-1 G-1 N376 cumq Q-I G-6 I 01oeWater406 Rein Step Cert Cert I None457 5 kg Noon e Q-1 easizel Q-1 easite lone413 Reinf Conc pipes 090jv1 279( LM[ I- I2 -- 411 IRIR -- j11 I2M TP -3500 Grouted riprap
I 55 IR -35_pA arkers 1t011 11 PO 5 a d - 31 fI
l~~rojeo~alaa 0 20f1iol FerndoI I e A I -Lu)i-Sa9n tests~-~2t~~ 14 A T E R I A L S 2otaJl estimatedNo o2 test
oo
of tets
105 Rdway c Draina I 137 0 0cuiu)e D 50 1 D -Excavation IC lC amp P-1 I CG ampP-7 iNone 106 JTcavation for 530 cuui D - I 18 ructure D -I CG P-1I 0 amp P-I Non 107 Coumwon Jorrow - cum I
D 7010 None A - 7)200 cLm D -IJ D - 52C(ourse P - 2 icG amp P-28 NoneDshy
110 Founclation Fill 40 cum D - 1 D - I None CG P-I CCP-1
401 Tirber Trestle I spans IR II I I T R 402-25 le-ca st c onc- Irete piles 168 Lii i1 or PTC I PC-1I 40 2
I i I lone
- 2 5a ornc test c or1ea PI -o- ITone 413 Rein Concpipes I 060H 6L1 1-IR-I I0901I - I16L4 I - IJ - 2 11201i 57L1 Ri -Th - 8 I lR- 3
57L 406 Rfe nf eel
I I I ea si0eO-1 easize loneII I I
51l l RS~ 166ea I I IR _ I - I
JoteArditiot l fiell and Wboratorv tests weeconductes for Item 105 clue to chane (orrier) involume form the princitnl uantity
____
STATUS OF IADOLAT JiY TESTS
Project Sub-Project No 4 IIubo-3alplusmny_ 1oad 02
No of Testsii A RII I A L S ostimatedIloof test On BwileP llance
106 Excavation fort D -1 - D - 1 structures 2)0 cun QampP - 1 - C I amp P- 1
107 Comon orrow 226 -0 D - 79 D - 72 D - 7 cuI1 ~ CG~P-I6 C)P - 16 None
108 AJ su ase 131cum D - 21 D -10 I D - 11 C P -11 CCP-2 CIGP - 9
110 Foundation Fill 20cum D - 1 - D - 1 SCG amp Pshy
413 Reinf concrete I
pies 3ILi 1 IR-2 - I - 2 060M 09011 6121 I 2IR - 2 IR -4
510 Ra-I t 60 ea I IR - 1I IR - 1 1 t
-9 shy
SA US0P LABAT0m_ TBSTS
Cc trOlc50 OJ 3 Ru b o -ala taeo
- - - cT t-- C o + st
- uaM T -
-
i d tr -tesi e f Balanc e
I | I
Ri i7id ay i - 249 f - 2 NoneBx-vatior O0 72CcumCampp - $Gamp - 50 CGampP-1O
I
106 Excavatio fo 570 cum ) - 2 - 2 C 2amp-1 I Cp amp P-II I
106 Ag subbLse D -t350ztmD - 49 1D - 1 C --3 C -27 CG ampP-4I I
110- Found-ntioi i h - i - D - 1 - 1 - P-1
413 Reinf Coacr-c pipes
0691 2L 1-Li-2 - 1 1--IR-2
0 ) 0 LIM 4il-IR-6 -)
120 M 150 L- -1-3-6 4-I-5
466 Reiiiforced teell - Q-1 ea I None I Size
510 ROW Markers IR - IR
C0141ESGr7 STRENIGTHT eIr ) shy
1Rrt tuc-Conresive I Date Salipled ures derc- 21re-th R B A R K 3
t genteel I I
1 - 10 - 79 TCP 60F 3i0 3 stfctorv - 1)o - --(10- 2070 ichiled
-do- -do- 5070 Saqi sactoy 1 - 22 - 79 RCOP 900 322 -doshy
-do- -do- 3241 -elshy-do- -do- 256i1ailed
2-3-79 HcP 90 3077 Satisfatory -do- -do- 3672 -doshy-do- -do- 3345 tisfa tory
2--2-79 RCP 600 41(11 -doshy-do-- -do- 3675 -doshy-do- -do- 3444
2-21-79 11CP 600 3907 -doshy-do- -do- 3703 -doshy-do- -3o- 3553 -doshy
3- 1i-79 ULgP 60$ 2674 Failed -do- -do- 3001 Satisfacotry -do- -rlo- 3271 --doshy
7-4-79 RC13C Bottom SabA4260 Passed -do- -do- 307b -doshy
7-9-79 30705 Gidewi -doshy-do- -do- 2494 Failed -do- -do- 3016 Passed -do- -o- 4882 Iased
7-16-79 Top Slab 3107 Passed -do- -do-- 2733 Failedshy-do- Center wall 3825 Passed
-do- -do- 2581 Fsailed
8-31-79 RCBC Sidewall 3895 PLised -do- -do- 4447 Passed
9-1-79 -do- 3838 Passed -do- -do- 4097 Passed
9-22-79 RCBC Top Slab 3195 Pssed -do- -do- 3135 Passed
10-18-79 Sidewall 2480 Failed- -do-- -do- 2534 Failed -do- -do- 3141 Passed
10-25-80 RCBC Top Slab 3281 Passed -do- -do- 2728 Failed -do- -do- 3576 Passed
11-8-79 RCP 1200 2421 Fail ed 11-10-79 -do- 2922 Fai1ed
i1-21-79 -do- 2309 Failed 11-26-7 RCP 60$ 3055 Passed
-do- -do- 2340 Fni] ed -do- -do- 3506 Passed -do- -do- 3397 Passed
11-21-79 RCBC Wingwall 3506 Passed
- 11 shy
11-21-79 11-26-79
-do-11-28-79
-do-4-14-80 -do--do-
3-25-CO0 -do-
3-31-80 -do-
3-27-80 -do--do-4-21-80
-do--do-4-22-80 -do--do-5-3-80 do--do-
Compressive
7-16-79
-do-8-17-79 -do-
R-18-79 -do-
-8_30-79
RCBC Wingwall RCBC Apron
-do-RCBC Wingwall
-do-Pier Balogo Bridge
-do--do-
Coping Abut A -do-
Coping Abut B -do-
Backwall Abut A -do--do-
4089 2922 2962 2630 3840 3801 5677 1842 3094 3172 3545 2814 2387 1943 2457
Coping Abut Mata Bridge 2806
-do- 2612 -do- 3055
Backwall AbutBMata BR2783 -do- 3055 -do- 3358
Girdr Balogo Bridge 3529 -do--do-
Strength
RCP 36
-do-RCP 240
-do-HCP 36
-do--do-
2861 _ ]
Passed Failed Failed Passed Passed Passed compresive strength requi 1 -doshy-doshy-doshy-doshy-do-
Failure Failure FailureO
Failure Failed- Failed- Passed compressive strength requir(d -doshy-doshy-doshy
-doshy
(Feeder Road Nos 401402403)
4664
4567 2736 294 3763 4555 4224
Passed
Passed Failed Failed Passed Passed Passed
-12shy
DRAINAGE amp EROSION WORK
Secondary Road (Minalabac-Antipolo-Hubo)
AS SCHEDULED ACCOMPLISHEDio si zoc Size o s of LM Sta 0 +450 240 14 - wheadwal] Sta 0 + 600 240 16 Sta 0 + 987C24 13 Sta 1 + 04767480 18 480 18 18LM wheadwal Sta 1+17052 48$ 18 480 18 18L14 -do-Sta 1+47500 36$ 10 36t 10 17LM -do-Sta 1+87500 24$ 17 360 17 17LM -do-Sta 2+14382 2410 18 241 18 18LM -do-Sta 2+65212 2 4 1 13 240 13 13LM -do-Sta 2+5372 240 15 24 15 15LM -do- Sta 2+90000 241 14 240 14 14LM -do-Sta 3+11144 360 15 36 15 15LM --do-Sta 3+38945 241A 12LM -doshy2 4 0 12 12 Sta 3+32500 - - 36 12 12LM -do-Sta 3+78700 3610 13 -Jo- 13 13Lv -do-Sta 3+91000 -do- 13 -do- 13 13LM -do-Sta 4+14413 2ii 1$ 13 241 13 13LP -do-Sta 4+36902 -do- 13 -do- 13 13LM -do-Sta 4+85415 - - do- 13 13LM -do-Sta 4+92500 360 15 360 15 15LN -do-Sta 5+18315 - - 24 0 12 12 LM -40-Sta 5+22500 241 16 241 16 16LM -do-Sta 6+42500 241o 15 24110 15 15LM -do-Sta 6+67700 4 15 -do- 15 15LM -do-Sta 6+75530 361 16 36 16 16LM -doshysta 7+25000 480 18 48 18 18LM -do-Sta 8+05500 240 14 240 14 14LM -do-Sta 8+06600 36 15 360 15 15LI -do-Sta [+07230 e4 0 15 24$ 15 15LM -do-Sta 8+22200 24110 13 240 13 15LN -do-Sta 8+45900 24V 12 240 12 12LM -do-Sta 8+65000 2410 1 24 14 _4LM -doshy
-13shy
FEEDER RIQdCI 01 - flntiplo Lrnnd ST TI I
0 + 175
0 + 425
0 + 713
S+ 075
1 + 357
1 + r5087
2 + 051
2 + 32660
2 + 53950
2 + 675
3 + 0555
3 + 325
3 + 675
4 + 848
4 + 087 A5
4 + 24470
4 590
4 8+
AS SCH-Si-e
210
3610
4811
1
30
4 0
360
360
Z0
4
48V
4i0
4 0
48
43
-180
40
-
DUL ED e
1212
11
34
9
12
12
22
10
30
11
24
24
13
7
6
4
14scedule
14 shy
tC SI LIC DCE iz7_Lf [CS Of
1 12L1
36 11 IL
481 34-2 lines 24rL
48P 15 191
36 12 12Lii
48 22-2 lit 2 22L
360 12 12Li
36 22--2 lines
2212
10 1OW
480 39-) lines --iu
0 0 11 11 LE
48i 24-2 lines 24W
--do- 411
4UWj 13 1 31di
480 7(extenriled )7Li
18 6 (e-tenled )6L
4 4(exterded )4LI
8 pc 8Lif
eaIwe a dwa l1l1S Ill
Completed
Completed
Complet ed
Completed
Completd
Comiplted
Complecd
Comple 6ed
Completed
Copeted
Complete1
Conpleted
Copletec
Completed
Completed
Completed
Completed
Not in
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
MINAA BA - AN IN
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8 09222 2 2 I V 2 2 2~ $ AI2 ~ ~
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PREVOUS CCOMPIIEN
PRGRESS THIS RPR
SCHEDULED WORK -SCHEUED ACOPLISHMT
ME-ATALA-OPLSMET17NAUE
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2 5286 24j72 95-8136 7O 11 1861G
34 6547 I2 9ls 34096393 T3 656 1IO7 131285269239 940 4~Q39
SC ED ED ORESE
SCHEDULEDcA~OPI HMENT 4-A~~UALAccMPLSHMNT
3 E ~PY AET
AUTGU~ 598 ENAdE EXYJfDATE -2namp Revsion
FE8~2MAR~I APR3O i~AW3IJNW3O JUIi
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4-2 644 5254O 2 60 -75 ~~~ 52 ~ 1430 ~ 14gVrifl514ie9443~ ~ ~ gt+
---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
~~~ RRSLO
RMRALk
-ML-SNEAN
T T ~ ~~ ~ ~
J
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SATAO 2-L
G-A UT L R
EERR MABNE
amp APWER SCELE OFCONSULT
71 8RO Sl 1~1
POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
RMATS ENGR-
CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
RE ~ ~ ~ ~ uB PROJECTefn~~~~ NO4
4TORRABAALS tNR -c I 4R4k
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B-PROJECT N 4 MINALABAC -ANTIPOLO -HUBO~ ROAD
( 4lt
U ~E[N EY A ff F )
44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
able more so on asphalt paving work
Suspension orders have been issued to the contractor and until
the present the contractor has been given extensions of + ne due to unwcrkable weather The estimated expiry date of the
contract is now October 10 1981
Weather permitting the contractor has still plenty of time to
finish paving work on about 3050 sqm or about 5C) lincal meters which is the only remaining itam of work to complete the
project
Sta 0 + 785 to Sta 0 + 915 or a length of about 130 linep meters has become an exception due to the construction of a bridge a Post tensioned 90 ft bridge across the cut-off
channel at Minalabac
As built plans have already been prepared and readied for bo)th Secondary and Feeder Roads Due to approved change orders a large volume of Item 107 108 and some riprap on the bridge
approaches have to be incorporated in the as built plans There are also additional lines of RC pipes that were instal-led to suit actual field conditions The contractor is expect
to claim for such (ditional changes
-2 shy
--
- - - - - - - -
--------
----------
- -
------------
- ----
GenralPercn- o ok Acco 1ished
I Minalabac-Antipolo-Hubo Secondary Road - - - 6179 2 401 - Antipclo-Lupi-San Fernando -i----364
3 402 - Hubo-Baliwag Road - - - ------shy
4 403 - lfubo-Bagolatao Road ----------
To t al - - - - --
Percent Time elapsed 9469----
A Secondary Road
(I) Minalabac-Antipolo-Huio Road Sta 0 + 000 to Sta 8
83894
Subgrade shy 85 kms
Subbase - - - kms
Base Course --------- 49 kmo Asphalt shy -- 29890 sqm
B Feeder Roads
(I) Antipolo-LupiSan Fernando (401)
Sta 0 + 000 - Sta 5 + 13653
Subgrade shy 5120 kms
Subbase ---- 30 kms
(2) Hubo-Baliwat (77402) Sta 0 + 000 - Sta 2 + 62044 Subgrade - - - - - - 262 kms
Subbase------------ 23 kms (3) Hubo-Bapolatao (403) Sta 0 + 000 to Sta 7 + 6617
Subgrde 7648 kms
Subba3e 7-------- kms
- 3 shy
7UCIRY OF P7 ILAlL aCOOiPLICjflTS (-Is of Sept-ber 1981) a) Iead Sconary Ror] Peeler Roads
Subgrad e 85 kmis 15388 Jws
Su4 se 85 klas 1420 La-e 49 krms ione
Pavement 19890 r r Wone
The surficin of feerle roars will be the subbase
it-e-f Item 1OC
b) ricrvpes
a) BRoloo BridgeT () spans) - sub-structure vith
super structure
coipleted b) Iato lridge - (one span) -Substruture In supershy
structure completed c) Timber Trestle (3 spans) - subtructure and supershy
s ructutre completed
-4 shy
ACTIVITIES DUR TG T-Ef IOI (August 26 - Sept 25 1981)
Secondry Road
Item 200 - Dase Course
I-Th linl oprearlin[ and compoctinf on the following
Stations Sta 0 + 500 - 0 + 700
Item 302 - ledium Cut-back Asplelt Grade IC for Bituminous
Prime Coat
Delivered - 45 metric tons
Applied - shy - 435 liters
Item 314-1 -rerete 1rterials for 7T
(Hot Asplalt type)
-635 cum
Item 314-3 15-100 Penetr tion Asphalt cement for DST (hot
A plha It Type)
Delivered shy - --100 metric tons
Per kilometer shy 183 metric tons
Paved shy - - 49 ]Ms
Feeder Roads
FR 01 - Antipol6-Lupi-Sen Fermando
1 Road maintenance Haulinp sprealing and comp sing of Ite 107( nd 10
3 Construction of Heac1ralls foi CPs
4 Ditching
FR 402 - Huio-lali1ag Nuevo
1 Road ma inte-ance
9 N uling spreading and compacting of Item 108
-5shy
3 Conctruction of headwalls for RCPs
FR 403 -Hubo-a rohlatao
I Road -maintenance
2 Re--infst-llation of the two () lines of 4810
RCP cn St 1 + 050
3 Construction of headwalls for RCP
SURVEY l0R I95
Checking of horizontal and vertical costrols blue-toppings
cross sectiouing and placing of Invert Elevations for IICP
under supervi-ion by the consultants for both secondary and
feeder roads
LWTERIALS
Field Density Te3ts gradijng of materials P-nd other necess-ary testing of materials were also done by the contrictor beforeas under direct supervision by the consu]itmts on both the seconshy
dary and feeder roads
Erluipment of the contractor are also spot-checked by the consultants to sce if they are still safe and sound for use
in the project
- 6shy
STUSOFLARATORY TESTS
Project Sub-Project No 4 Package -i Secondary RoadMinalabac Cumavrines Su-
4A 2 R A L 8 Tctal esti- Noof TestsNoofTes ant1 -2- On file Blance
105 Ildway di Drah- 15500 cum$ 0GD-
amp P 52 -e -11 Camp P-11 None
y-t a-Vatij)r I D 3 3 ei06 Pxcag Jor ue- 70Q er p 1C 0 IT
I COre P-1
107 D-42 D-318~ D-2Common Borrow 1 02I5OcuC 0 29 1 1C - 176 None
- i 1an
amp 9-86 0 ampP-15110 Fcun-Jiation Ill 50cu - 10 D0- 1 None CGamp F - I CG amp P-1 None
200- gWi- Ease Course 75C cum D- 5 -21 D 9 - 2 CGampP-19i~ C G--6i 1-C-
Abr-ssion Specific
brassion 302 Medjiu cjril
cut-back
usphalt Grade sitP-rime Coat 51MT Q- 5 Q - 5314-3 05-100 pene f
none5 eccznmnt for 7RST I
(1ot Aspal Typo) 110212I 1 I 402i25
- IPre-cas Coc-1 3 96 L M PTC - 1
rete j~ies FTC shy
405 CongClas A 558 cum I9831 bags Q-3 or PTC
None Q - 3 None
Pine Ag 294 cum -I1 -4Coarse Agt I Q-1 G-1 N376 cumq Q-I G-6 I 01oeWater406 Rein Step Cert Cert I None457 5 kg Noon e Q-1 easizel Q-1 easite lone413 Reinf Conc pipes 090jv1 279( LM[ I- I2 -- 411 IRIR -- j11 I2M TP -3500 Grouted riprap
I 55 IR -35_pA arkers 1t011 11 PO 5 a d - 31 fI
l~~rojeo~alaa 0 20f1iol FerndoI I e A I -Lu)i-Sa9n tests~-~2t~~ 14 A T E R I A L S 2otaJl estimatedNo o2 test
oo
of tets
105 Rdway c Draina I 137 0 0cuiu)e D 50 1 D -Excavation IC lC amp P-1 I CG ampP-7 iNone 106 JTcavation for 530 cuui D - I 18 ructure D -I CG P-1I 0 amp P-I Non 107 Coumwon Jorrow - cum I
D 7010 None A - 7)200 cLm D -IJ D - 52C(ourse P - 2 icG amp P-28 NoneDshy
110 Founclation Fill 40 cum D - 1 D - I None CG P-I CCP-1
401 Tirber Trestle I spans IR II I I T R 402-25 le-ca st c onc- Irete piles 168 Lii i1 or PTC I PC-1I 40 2
I i I lone
- 2 5a ornc test c or1ea PI -o- ITone 413 Rein Concpipes I 060H 6L1 1-IR-I I0901I - I16L4 I - IJ - 2 11201i 57L1 Ri -Th - 8 I lR- 3
57L 406 Rfe nf eel
I I I ea si0eO-1 easize loneII I I
51l l RS~ 166ea I I IR _ I - I
JoteArditiot l fiell and Wboratorv tests weeconductes for Item 105 clue to chane (orrier) involume form the princitnl uantity
____
STATUS OF IADOLAT JiY TESTS
Project Sub-Project No 4 IIubo-3alplusmny_ 1oad 02
No of Testsii A RII I A L S ostimatedIloof test On BwileP llance
106 Excavation fort D -1 - D - 1 structures 2)0 cun QampP - 1 - C I amp P- 1
107 Comon orrow 226 -0 D - 79 D - 72 D - 7 cuI1 ~ CG~P-I6 C)P - 16 None
108 AJ su ase 131cum D - 21 D -10 I D - 11 C P -11 CCP-2 CIGP - 9
110 Foundation Fill 20cum D - 1 - D - 1 SCG amp Pshy
413 Reinf concrete I
pies 3ILi 1 IR-2 - I - 2 060M 09011 6121 I 2IR - 2 IR -4
510 Ra-I t 60 ea I IR - 1I IR - 1 1 t
-9 shy
SA US0P LABAT0m_ TBSTS
Cc trOlc50 OJ 3 Ru b o -ala taeo
- - - cT t-- C o + st
- uaM T -
-
i d tr -tesi e f Balanc e
I | I
Ri i7id ay i - 249 f - 2 NoneBx-vatior O0 72CcumCampp - $Gamp - 50 CGampP-1O
I
106 Excavatio fo 570 cum ) - 2 - 2 C 2amp-1 I Cp amp P-II I
106 Ag subbLse D -t350ztmD - 49 1D - 1 C --3 C -27 CG ampP-4I I
110- Found-ntioi i h - i - D - 1 - 1 - P-1
413 Reinf Coacr-c pipes
0691 2L 1-Li-2 - 1 1--IR-2
0 ) 0 LIM 4il-IR-6 -)
120 M 150 L- -1-3-6 4-I-5
466 Reiiiforced teell - Q-1 ea I None I Size
510 ROW Markers IR - IR
C0141ESGr7 STRENIGTHT eIr ) shy
1Rrt tuc-Conresive I Date Salipled ures derc- 21re-th R B A R K 3
t genteel I I
1 - 10 - 79 TCP 60F 3i0 3 stfctorv - 1)o - --(10- 2070 ichiled
-do- -do- 5070 Saqi sactoy 1 - 22 - 79 RCOP 900 322 -doshy
-do- -do- 3241 -elshy-do- -do- 256i1ailed
2-3-79 HcP 90 3077 Satisfatory -do- -do- 3672 -doshy-do- -do- 3345 tisfa tory
2--2-79 RCP 600 41(11 -doshy-do-- -do- 3675 -doshy-do- -do- 3444
2-21-79 11CP 600 3907 -doshy-do- -do- 3703 -doshy-do- -3o- 3553 -doshy
3- 1i-79 ULgP 60$ 2674 Failed -do- -do- 3001 Satisfacotry -do- -rlo- 3271 --doshy
7-4-79 RC13C Bottom SabA4260 Passed -do- -do- 307b -doshy
7-9-79 30705 Gidewi -doshy-do- -do- 2494 Failed -do- -do- 3016 Passed -do- -o- 4882 Iased
7-16-79 Top Slab 3107 Passed -do- -do-- 2733 Failedshy-do- Center wall 3825 Passed
-do- -do- 2581 Fsailed
8-31-79 RCBC Sidewall 3895 PLised -do- -do- 4447 Passed
9-1-79 -do- 3838 Passed -do- -do- 4097 Passed
9-22-79 RCBC Top Slab 3195 Pssed -do- -do- 3135 Passed
10-18-79 Sidewall 2480 Failed- -do-- -do- 2534 Failed -do- -do- 3141 Passed
10-25-80 RCBC Top Slab 3281 Passed -do- -do- 2728 Failed -do- -do- 3576 Passed
11-8-79 RCP 1200 2421 Fail ed 11-10-79 -do- 2922 Fai1ed
i1-21-79 -do- 2309 Failed 11-26-7 RCP 60$ 3055 Passed
-do- -do- 2340 Fni] ed -do- -do- 3506 Passed -do- -do- 3397 Passed
11-21-79 RCBC Wingwall 3506 Passed
- 11 shy
11-21-79 11-26-79
-do-11-28-79
-do-4-14-80 -do--do-
3-25-CO0 -do-
3-31-80 -do-
3-27-80 -do--do-4-21-80
-do--do-4-22-80 -do--do-5-3-80 do--do-
Compressive
7-16-79
-do-8-17-79 -do-
R-18-79 -do-
-8_30-79
RCBC Wingwall RCBC Apron
-do-RCBC Wingwall
-do-Pier Balogo Bridge
-do--do-
Coping Abut A -do-
Coping Abut B -do-
Backwall Abut A -do--do-
4089 2922 2962 2630 3840 3801 5677 1842 3094 3172 3545 2814 2387 1943 2457
Coping Abut Mata Bridge 2806
-do- 2612 -do- 3055
Backwall AbutBMata BR2783 -do- 3055 -do- 3358
Girdr Balogo Bridge 3529 -do--do-
Strength
RCP 36
-do-RCP 240
-do-HCP 36
-do--do-
2861 _ ]
Passed Failed Failed Passed Passed Passed compresive strength requi 1 -doshy-doshy-doshy-doshy-do-
Failure Failure FailureO
Failure Failed- Failed- Passed compressive strength requir(d -doshy-doshy-doshy
-doshy
(Feeder Road Nos 401402403)
4664
4567 2736 294 3763 4555 4224
Passed
Passed Failed Failed Passed Passed Passed
-12shy
DRAINAGE amp EROSION WORK
Secondary Road (Minalabac-Antipolo-Hubo)
AS SCHEDULED ACCOMPLISHEDio si zoc Size o s of LM Sta 0 +450 240 14 - wheadwal] Sta 0 + 600 240 16 Sta 0 + 987C24 13 Sta 1 + 04767480 18 480 18 18LM wheadwal Sta 1+17052 48$ 18 480 18 18L14 -do-Sta 1+47500 36$ 10 36t 10 17LM -do-Sta 1+87500 24$ 17 360 17 17LM -do-Sta 2+14382 2410 18 241 18 18LM -do-Sta 2+65212 2 4 1 13 240 13 13LM -do-Sta 2+5372 240 15 24 15 15LM -do- Sta 2+90000 241 14 240 14 14LM -do-Sta 3+11144 360 15 36 15 15LM --do-Sta 3+38945 241A 12LM -doshy2 4 0 12 12 Sta 3+32500 - - 36 12 12LM -do-Sta 3+78700 3610 13 -Jo- 13 13Lv -do-Sta 3+91000 -do- 13 -do- 13 13LM -do-Sta 4+14413 2ii 1$ 13 241 13 13LP -do-Sta 4+36902 -do- 13 -do- 13 13LM -do-Sta 4+85415 - - do- 13 13LM -do-Sta 4+92500 360 15 360 15 15LN -do-Sta 5+18315 - - 24 0 12 12 LM -40-Sta 5+22500 241 16 241 16 16LM -do-Sta 6+42500 241o 15 24110 15 15LM -do-Sta 6+67700 4 15 -do- 15 15LM -do-Sta 6+75530 361 16 36 16 16LM -doshysta 7+25000 480 18 48 18 18LM -do-Sta 8+05500 240 14 240 14 14LM -do-Sta 8+06600 36 15 360 15 15LI -do-Sta [+07230 e4 0 15 24$ 15 15LM -do-Sta 8+22200 24110 13 240 13 15LN -do-Sta 8+45900 24V 12 240 12 12LM -do-Sta 8+65000 2410 1 24 14 _4LM -doshy
-13shy
FEEDER RIQdCI 01 - flntiplo Lrnnd ST TI I
0 + 175
0 + 425
0 + 713
S+ 075
1 + 357
1 + r5087
2 + 051
2 + 32660
2 + 53950
2 + 675
3 + 0555
3 + 325
3 + 675
4 + 848
4 + 087 A5
4 + 24470
4 590
4 8+
AS SCH-Si-e
210
3610
4811
1
30
4 0
360
360
Z0
4
48V
4i0
4 0
48
43
-180
40
-
DUL ED e
1212
11
34
9
12
12
22
10
30
11
24
24
13
7
6
4
14scedule
14 shy
tC SI LIC DCE iz7_Lf [CS Of
1 12L1
36 11 IL
481 34-2 lines 24rL
48P 15 191
36 12 12Lii
48 22-2 lit 2 22L
360 12 12Li
36 22--2 lines
2212
10 1OW
480 39-) lines --iu
0 0 11 11 LE
48i 24-2 lines 24W
--do- 411
4UWj 13 1 31di
480 7(extenriled )7Li
18 6 (e-tenled )6L
4 4(exterded )4LI
8 pc 8Lif
eaIwe a dwa l1l1S Ill
Completed
Completed
Complet ed
Completed
Completd
Comiplted
Complecd
Comple 6ed
Completed
Copeted
Complete1
Conpleted
Copletec
Completed
Completed
Completed
Completed
Not in
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
MINAA BA - AN IN
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30 OCT 31 NV30MAY 1 JN~3JW~3lSEP AY33
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4 2 4 379 02+2 442-68222$F5561954 2 8$-
8 09222 2 2 I V 2 2 2~ $ AI2 ~ ~
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PREVOUS CCOMPIIEN
PRGRESS THIS RPR
SCHEDULED WORK -SCHEUED ACOPLISHMT
ME-ATALA-OPLSMET17NAUE
JN~I EB28 MA~3 AR~O
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2 5286 24j72 95-8136 7O 11 1861G
34 6547 I2 9ls 34096393 T3 656 1IO7 131285269239 940 4~Q39
SC ED ED ORESE
SCHEDULEDcA~OPI HMENT 4-A~~UALAccMPLSHMNT
3 E ~PY AET
AUTGU~ 598 ENAdE EXYJfDATE -2namp Revsion
FE8~2MAR~I APR3O i~AW3IJNW3O JUIi
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43 W -OCr Io ACCOM D
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4-2 644 5254O 2 60 -75 ~~~ 52 ~ 1430 ~ 14gVrifl514ie9443~ ~ ~ gt+
---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
~~~ RRSLO
RMRALk
-ML-SNEAN
T T ~ ~~ ~ ~
J
R4 E R
SATAO 2-L
G-A UT L R
EERR MABNE
amp APWER SCELE OFCONSULT
71 8RO Sl 1~1
POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
RMATS ENGR-
CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
RE ~ ~ ~ ~ uB PROJECTefn~~~~ NO4
4TORRABAALS tNR -c I 4R4k
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RKTPS
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B-PROJECT N 4 MINALABAC -ANTIPOLO -HUBO~ ROAD
( 4lt
U ~E[N EY A ff F )
44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
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ABANDELARIA EC- FORTALEZ
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
--
- - - - - - - -
--------
----------
- -
------------
- ----
GenralPercn- o ok Acco 1ished
I Minalabac-Antipolo-Hubo Secondary Road - - - 6179 2 401 - Antipclo-Lupi-San Fernando -i----364
3 402 - Hubo-Baliwag Road - - - ------shy
4 403 - lfubo-Bagolatao Road ----------
To t al - - - - --
Percent Time elapsed 9469----
A Secondary Road
(I) Minalabac-Antipolo-Huio Road Sta 0 + 000 to Sta 8
83894
Subgrade shy 85 kms
Subbase - - - kms
Base Course --------- 49 kmo Asphalt shy -- 29890 sqm
B Feeder Roads
(I) Antipolo-LupiSan Fernando (401)
Sta 0 + 000 - Sta 5 + 13653
Subgrade shy 5120 kms
Subbase ---- 30 kms
(2) Hubo-Baliwat (77402) Sta 0 + 000 - Sta 2 + 62044 Subgrade - - - - - - 262 kms
Subbase------------ 23 kms (3) Hubo-Bapolatao (403) Sta 0 + 000 to Sta 7 + 6617
Subgrde 7648 kms
Subba3e 7-------- kms
- 3 shy
7UCIRY OF P7 ILAlL aCOOiPLICjflTS (-Is of Sept-ber 1981) a) Iead Sconary Ror] Peeler Roads
Subgrad e 85 kmis 15388 Jws
Su4 se 85 klas 1420 La-e 49 krms ione
Pavement 19890 r r Wone
The surficin of feerle roars will be the subbase
it-e-f Item 1OC
b) ricrvpes
a) BRoloo BridgeT () spans) - sub-structure vith
super structure
coipleted b) Iato lridge - (one span) -Substruture In supershy
structure completed c) Timber Trestle (3 spans) - subtructure and supershy
s ructutre completed
-4 shy
ACTIVITIES DUR TG T-Ef IOI (August 26 - Sept 25 1981)
Secondry Road
Item 200 - Dase Course
I-Th linl oprearlin[ and compoctinf on the following
Stations Sta 0 + 500 - 0 + 700
Item 302 - ledium Cut-back Asplelt Grade IC for Bituminous
Prime Coat
Delivered - 45 metric tons
Applied - shy - 435 liters
Item 314-1 -rerete 1rterials for 7T
(Hot Asplalt type)
-635 cum
Item 314-3 15-100 Penetr tion Asphalt cement for DST (hot
A plha It Type)
Delivered shy - --100 metric tons
Per kilometer shy 183 metric tons
Paved shy - - 49 ]Ms
Feeder Roads
FR 01 - Antipol6-Lupi-Sen Fermando
1 Road maintenance Haulinp sprealing and comp sing of Ite 107( nd 10
3 Construction of Heac1ralls foi CPs
4 Ditching
FR 402 - Huio-lali1ag Nuevo
1 Road ma inte-ance
9 N uling spreading and compacting of Item 108
-5shy
3 Conctruction of headwalls for RCPs
FR 403 -Hubo-a rohlatao
I Road -maintenance
2 Re--infst-llation of the two () lines of 4810
RCP cn St 1 + 050
3 Construction of headwalls for RCP
SURVEY l0R I95
Checking of horizontal and vertical costrols blue-toppings
cross sectiouing and placing of Invert Elevations for IICP
under supervi-ion by the consultants for both secondary and
feeder roads
LWTERIALS
Field Density Te3ts gradijng of materials P-nd other necess-ary testing of materials were also done by the contrictor beforeas under direct supervision by the consu]itmts on both the seconshy
dary and feeder roads
Erluipment of the contractor are also spot-checked by the consultants to sce if they are still safe and sound for use
in the project
- 6shy
STUSOFLARATORY TESTS
Project Sub-Project No 4 Package -i Secondary RoadMinalabac Cumavrines Su-
4A 2 R A L 8 Tctal esti- Noof TestsNoofTes ant1 -2- On file Blance
105 Ildway di Drah- 15500 cum$ 0GD-
amp P 52 -e -11 Camp P-11 None
y-t a-Vatij)r I D 3 3 ei06 Pxcag Jor ue- 70Q er p 1C 0 IT
I COre P-1
107 D-42 D-318~ D-2Common Borrow 1 02I5OcuC 0 29 1 1C - 176 None
- i 1an
amp 9-86 0 ampP-15110 Fcun-Jiation Ill 50cu - 10 D0- 1 None CGamp F - I CG amp P-1 None
200- gWi- Ease Course 75C cum D- 5 -21 D 9 - 2 CGampP-19i~ C G--6i 1-C-
Abr-ssion Specific
brassion 302 Medjiu cjril
cut-back
usphalt Grade sitP-rime Coat 51MT Q- 5 Q - 5314-3 05-100 pene f
none5 eccznmnt for 7RST I
(1ot Aspal Typo) 110212I 1 I 402i25
- IPre-cas Coc-1 3 96 L M PTC - 1
rete j~ies FTC shy
405 CongClas A 558 cum I9831 bags Q-3 or PTC
None Q - 3 None
Pine Ag 294 cum -I1 -4Coarse Agt I Q-1 G-1 N376 cumq Q-I G-6 I 01oeWater406 Rein Step Cert Cert I None457 5 kg Noon e Q-1 easizel Q-1 easite lone413 Reinf Conc pipes 090jv1 279( LM[ I- I2 -- 411 IRIR -- j11 I2M TP -3500 Grouted riprap
I 55 IR -35_pA arkers 1t011 11 PO 5 a d - 31 fI
l~~rojeo~alaa 0 20f1iol FerndoI I e A I -Lu)i-Sa9n tests~-~2t~~ 14 A T E R I A L S 2otaJl estimatedNo o2 test
oo
of tets
105 Rdway c Draina I 137 0 0cuiu)e D 50 1 D -Excavation IC lC amp P-1 I CG ampP-7 iNone 106 JTcavation for 530 cuui D - I 18 ructure D -I CG P-1I 0 amp P-I Non 107 Coumwon Jorrow - cum I
D 7010 None A - 7)200 cLm D -IJ D - 52C(ourse P - 2 icG amp P-28 NoneDshy
110 Founclation Fill 40 cum D - 1 D - I None CG P-I CCP-1
401 Tirber Trestle I spans IR II I I T R 402-25 le-ca st c onc- Irete piles 168 Lii i1 or PTC I PC-1I 40 2
I i I lone
- 2 5a ornc test c or1ea PI -o- ITone 413 Rein Concpipes I 060H 6L1 1-IR-I I0901I - I16L4 I - IJ - 2 11201i 57L1 Ri -Th - 8 I lR- 3
57L 406 Rfe nf eel
I I I ea si0eO-1 easize loneII I I
51l l RS~ 166ea I I IR _ I - I
JoteArditiot l fiell and Wboratorv tests weeconductes for Item 105 clue to chane (orrier) involume form the princitnl uantity
____
STATUS OF IADOLAT JiY TESTS
Project Sub-Project No 4 IIubo-3alplusmny_ 1oad 02
No of Testsii A RII I A L S ostimatedIloof test On BwileP llance
106 Excavation fort D -1 - D - 1 structures 2)0 cun QampP - 1 - C I amp P- 1
107 Comon orrow 226 -0 D - 79 D - 72 D - 7 cuI1 ~ CG~P-I6 C)P - 16 None
108 AJ su ase 131cum D - 21 D -10 I D - 11 C P -11 CCP-2 CIGP - 9
110 Foundation Fill 20cum D - 1 - D - 1 SCG amp Pshy
413 Reinf concrete I
pies 3ILi 1 IR-2 - I - 2 060M 09011 6121 I 2IR - 2 IR -4
510 Ra-I t 60 ea I IR - 1I IR - 1 1 t
-9 shy
SA US0P LABAT0m_ TBSTS
Cc trOlc50 OJ 3 Ru b o -ala taeo
- - - cT t-- C o + st
- uaM T -
-
i d tr -tesi e f Balanc e
I | I
Ri i7id ay i - 249 f - 2 NoneBx-vatior O0 72CcumCampp - $Gamp - 50 CGampP-1O
I
106 Excavatio fo 570 cum ) - 2 - 2 C 2amp-1 I Cp amp P-II I
106 Ag subbLse D -t350ztmD - 49 1D - 1 C --3 C -27 CG ampP-4I I
110- Found-ntioi i h - i - D - 1 - 1 - P-1
413 Reinf Coacr-c pipes
0691 2L 1-Li-2 - 1 1--IR-2
0 ) 0 LIM 4il-IR-6 -)
120 M 150 L- -1-3-6 4-I-5
466 Reiiiforced teell - Q-1 ea I None I Size
510 ROW Markers IR - IR
C0141ESGr7 STRENIGTHT eIr ) shy
1Rrt tuc-Conresive I Date Salipled ures derc- 21re-th R B A R K 3
t genteel I I
1 - 10 - 79 TCP 60F 3i0 3 stfctorv - 1)o - --(10- 2070 ichiled
-do- -do- 5070 Saqi sactoy 1 - 22 - 79 RCOP 900 322 -doshy
-do- -do- 3241 -elshy-do- -do- 256i1ailed
2-3-79 HcP 90 3077 Satisfatory -do- -do- 3672 -doshy-do- -do- 3345 tisfa tory
2--2-79 RCP 600 41(11 -doshy-do-- -do- 3675 -doshy-do- -do- 3444
2-21-79 11CP 600 3907 -doshy-do- -do- 3703 -doshy-do- -3o- 3553 -doshy
3- 1i-79 ULgP 60$ 2674 Failed -do- -do- 3001 Satisfacotry -do- -rlo- 3271 --doshy
7-4-79 RC13C Bottom SabA4260 Passed -do- -do- 307b -doshy
7-9-79 30705 Gidewi -doshy-do- -do- 2494 Failed -do- -do- 3016 Passed -do- -o- 4882 Iased
7-16-79 Top Slab 3107 Passed -do- -do-- 2733 Failedshy-do- Center wall 3825 Passed
-do- -do- 2581 Fsailed
8-31-79 RCBC Sidewall 3895 PLised -do- -do- 4447 Passed
9-1-79 -do- 3838 Passed -do- -do- 4097 Passed
9-22-79 RCBC Top Slab 3195 Pssed -do- -do- 3135 Passed
10-18-79 Sidewall 2480 Failed- -do-- -do- 2534 Failed -do- -do- 3141 Passed
10-25-80 RCBC Top Slab 3281 Passed -do- -do- 2728 Failed -do- -do- 3576 Passed
11-8-79 RCP 1200 2421 Fail ed 11-10-79 -do- 2922 Fai1ed
i1-21-79 -do- 2309 Failed 11-26-7 RCP 60$ 3055 Passed
-do- -do- 2340 Fni] ed -do- -do- 3506 Passed -do- -do- 3397 Passed
11-21-79 RCBC Wingwall 3506 Passed
- 11 shy
11-21-79 11-26-79
-do-11-28-79
-do-4-14-80 -do--do-
3-25-CO0 -do-
3-31-80 -do-
3-27-80 -do--do-4-21-80
-do--do-4-22-80 -do--do-5-3-80 do--do-
Compressive
7-16-79
-do-8-17-79 -do-
R-18-79 -do-
-8_30-79
RCBC Wingwall RCBC Apron
-do-RCBC Wingwall
-do-Pier Balogo Bridge
-do--do-
Coping Abut A -do-
Coping Abut B -do-
Backwall Abut A -do--do-
4089 2922 2962 2630 3840 3801 5677 1842 3094 3172 3545 2814 2387 1943 2457
Coping Abut Mata Bridge 2806
-do- 2612 -do- 3055
Backwall AbutBMata BR2783 -do- 3055 -do- 3358
Girdr Balogo Bridge 3529 -do--do-
Strength
RCP 36
-do-RCP 240
-do-HCP 36
-do--do-
2861 _ ]
Passed Failed Failed Passed Passed Passed compresive strength requi 1 -doshy-doshy-doshy-doshy-do-
Failure Failure FailureO
Failure Failed- Failed- Passed compressive strength requir(d -doshy-doshy-doshy
-doshy
(Feeder Road Nos 401402403)
4664
4567 2736 294 3763 4555 4224
Passed
Passed Failed Failed Passed Passed Passed
-12shy
DRAINAGE amp EROSION WORK
Secondary Road (Minalabac-Antipolo-Hubo)
AS SCHEDULED ACCOMPLISHEDio si zoc Size o s of LM Sta 0 +450 240 14 - wheadwal] Sta 0 + 600 240 16 Sta 0 + 987C24 13 Sta 1 + 04767480 18 480 18 18LM wheadwal Sta 1+17052 48$ 18 480 18 18L14 -do-Sta 1+47500 36$ 10 36t 10 17LM -do-Sta 1+87500 24$ 17 360 17 17LM -do-Sta 2+14382 2410 18 241 18 18LM -do-Sta 2+65212 2 4 1 13 240 13 13LM -do-Sta 2+5372 240 15 24 15 15LM -do- Sta 2+90000 241 14 240 14 14LM -do-Sta 3+11144 360 15 36 15 15LM --do-Sta 3+38945 241A 12LM -doshy2 4 0 12 12 Sta 3+32500 - - 36 12 12LM -do-Sta 3+78700 3610 13 -Jo- 13 13Lv -do-Sta 3+91000 -do- 13 -do- 13 13LM -do-Sta 4+14413 2ii 1$ 13 241 13 13LP -do-Sta 4+36902 -do- 13 -do- 13 13LM -do-Sta 4+85415 - - do- 13 13LM -do-Sta 4+92500 360 15 360 15 15LN -do-Sta 5+18315 - - 24 0 12 12 LM -40-Sta 5+22500 241 16 241 16 16LM -do-Sta 6+42500 241o 15 24110 15 15LM -do-Sta 6+67700 4 15 -do- 15 15LM -do-Sta 6+75530 361 16 36 16 16LM -doshysta 7+25000 480 18 48 18 18LM -do-Sta 8+05500 240 14 240 14 14LM -do-Sta 8+06600 36 15 360 15 15LI -do-Sta [+07230 e4 0 15 24$ 15 15LM -do-Sta 8+22200 24110 13 240 13 15LN -do-Sta 8+45900 24V 12 240 12 12LM -do-Sta 8+65000 2410 1 24 14 _4LM -doshy
-13shy
FEEDER RIQdCI 01 - flntiplo Lrnnd ST TI I
0 + 175
0 + 425
0 + 713
S+ 075
1 + 357
1 + r5087
2 + 051
2 + 32660
2 + 53950
2 + 675
3 + 0555
3 + 325
3 + 675
4 + 848
4 + 087 A5
4 + 24470
4 590
4 8+
AS SCH-Si-e
210
3610
4811
1
30
4 0
360
360
Z0
4
48V
4i0
4 0
48
43
-180
40
-
DUL ED e
1212
11
34
9
12
12
22
10
30
11
24
24
13
7
6
4
14scedule
14 shy
tC SI LIC DCE iz7_Lf [CS Of
1 12L1
36 11 IL
481 34-2 lines 24rL
48P 15 191
36 12 12Lii
48 22-2 lit 2 22L
360 12 12Li
36 22--2 lines
2212
10 1OW
480 39-) lines --iu
0 0 11 11 LE
48i 24-2 lines 24W
--do- 411
4UWj 13 1 31di
480 7(extenriled )7Li
18 6 (e-tenled )6L
4 4(exterded )4LI
8 pc 8Lif
eaIwe a dwa l1l1S Ill
Completed
Completed
Complet ed
Completed
Completd
Comiplted
Complecd
Comple 6ed
Completed
Copeted
Complete1
Conpleted
Copletec
Completed
Completed
Completed
Completed
Not in
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
MINAA BA - AN IN
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8 09222 2 2 I V 2 2 2~ $ AI2 ~ ~
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PREVOUS CCOMPIIEN
PRGRESS THIS RPR
SCHEDULED WORK -SCHEUED ACOPLISHMT
ME-ATALA-OPLSMET17NAUE
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2 5286 24j72 95-8136 7O 11 1861G
34 6547 I2 9ls 34096393 T3 656 1IO7 131285269239 940 4~Q39
SC ED ED ORESE
SCHEDULEDcA~OPI HMENT 4-A~~UALAccMPLSHMNT
3 E ~PY AET
AUTGU~ 598 ENAdE EXYJfDATE -2namp Revsion
FE8~2MAR~I APR3O i~AW3IJNW3O JUIi
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4-2 644 5254O 2 60 -75 ~~~ 52 ~ 1430 ~ 14gVrifl514ie9443~ ~ ~ gt+
---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
~~~ RRSLO
RMRALk
-ML-SNEAN
T T ~ ~~ ~ ~
J
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SATAO 2-L
G-A UT L R
EERR MABNE
amp APWER SCELE OFCONSULT
71 8RO Sl 1~1
POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
RMATS ENGR-
CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
RE ~ ~ ~ ~ uB PROJECTefn~~~~ NO4
4TORRABAALS tNR -c I 4R4k
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B-PROJECT N 4 MINALABAC -ANTIPOLO -HUBO~ ROAD
( 4lt
U ~E[N EY A ff F )
44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
7UCIRY OF P7 ILAlL aCOOiPLICjflTS (-Is of Sept-ber 1981) a) Iead Sconary Ror] Peeler Roads
Subgrad e 85 kmis 15388 Jws
Su4 se 85 klas 1420 La-e 49 krms ione
Pavement 19890 r r Wone
The surficin of feerle roars will be the subbase
it-e-f Item 1OC
b) ricrvpes
a) BRoloo BridgeT () spans) - sub-structure vith
super structure
coipleted b) Iato lridge - (one span) -Substruture In supershy
structure completed c) Timber Trestle (3 spans) - subtructure and supershy
s ructutre completed
-4 shy
ACTIVITIES DUR TG T-Ef IOI (August 26 - Sept 25 1981)
Secondry Road
Item 200 - Dase Course
I-Th linl oprearlin[ and compoctinf on the following
Stations Sta 0 + 500 - 0 + 700
Item 302 - ledium Cut-back Asplelt Grade IC for Bituminous
Prime Coat
Delivered - 45 metric tons
Applied - shy - 435 liters
Item 314-1 -rerete 1rterials for 7T
(Hot Asplalt type)
-635 cum
Item 314-3 15-100 Penetr tion Asphalt cement for DST (hot
A plha It Type)
Delivered shy - --100 metric tons
Per kilometer shy 183 metric tons
Paved shy - - 49 ]Ms
Feeder Roads
FR 01 - Antipol6-Lupi-Sen Fermando
1 Road maintenance Haulinp sprealing and comp sing of Ite 107( nd 10
3 Construction of Heac1ralls foi CPs
4 Ditching
FR 402 - Huio-lali1ag Nuevo
1 Road ma inte-ance
9 N uling spreading and compacting of Item 108
-5shy
3 Conctruction of headwalls for RCPs
FR 403 -Hubo-a rohlatao
I Road -maintenance
2 Re--infst-llation of the two () lines of 4810
RCP cn St 1 + 050
3 Construction of headwalls for RCP
SURVEY l0R I95
Checking of horizontal and vertical costrols blue-toppings
cross sectiouing and placing of Invert Elevations for IICP
under supervi-ion by the consultants for both secondary and
feeder roads
LWTERIALS
Field Density Te3ts gradijng of materials P-nd other necess-ary testing of materials were also done by the contrictor beforeas under direct supervision by the consu]itmts on both the seconshy
dary and feeder roads
Erluipment of the contractor are also spot-checked by the consultants to sce if they are still safe and sound for use
in the project
- 6shy
STUSOFLARATORY TESTS
Project Sub-Project No 4 Package -i Secondary RoadMinalabac Cumavrines Su-
4A 2 R A L 8 Tctal esti- Noof TestsNoofTes ant1 -2- On file Blance
105 Ildway di Drah- 15500 cum$ 0GD-
amp P 52 -e -11 Camp P-11 None
y-t a-Vatij)r I D 3 3 ei06 Pxcag Jor ue- 70Q er p 1C 0 IT
I COre P-1
107 D-42 D-318~ D-2Common Borrow 1 02I5OcuC 0 29 1 1C - 176 None
- i 1an
amp 9-86 0 ampP-15110 Fcun-Jiation Ill 50cu - 10 D0- 1 None CGamp F - I CG amp P-1 None
200- gWi- Ease Course 75C cum D- 5 -21 D 9 - 2 CGampP-19i~ C G--6i 1-C-
Abr-ssion Specific
brassion 302 Medjiu cjril
cut-back
usphalt Grade sitP-rime Coat 51MT Q- 5 Q - 5314-3 05-100 pene f
none5 eccznmnt for 7RST I
(1ot Aspal Typo) 110212I 1 I 402i25
- IPre-cas Coc-1 3 96 L M PTC - 1
rete j~ies FTC shy
405 CongClas A 558 cum I9831 bags Q-3 or PTC
None Q - 3 None
Pine Ag 294 cum -I1 -4Coarse Agt I Q-1 G-1 N376 cumq Q-I G-6 I 01oeWater406 Rein Step Cert Cert I None457 5 kg Noon e Q-1 easizel Q-1 easite lone413 Reinf Conc pipes 090jv1 279( LM[ I- I2 -- 411 IRIR -- j11 I2M TP -3500 Grouted riprap
I 55 IR -35_pA arkers 1t011 11 PO 5 a d - 31 fI
l~~rojeo~alaa 0 20f1iol FerndoI I e A I -Lu)i-Sa9n tests~-~2t~~ 14 A T E R I A L S 2otaJl estimatedNo o2 test
oo
of tets
105 Rdway c Draina I 137 0 0cuiu)e D 50 1 D -Excavation IC lC amp P-1 I CG ampP-7 iNone 106 JTcavation for 530 cuui D - I 18 ructure D -I CG P-1I 0 amp P-I Non 107 Coumwon Jorrow - cum I
D 7010 None A - 7)200 cLm D -IJ D - 52C(ourse P - 2 icG amp P-28 NoneDshy
110 Founclation Fill 40 cum D - 1 D - I None CG P-I CCP-1
401 Tirber Trestle I spans IR II I I T R 402-25 le-ca st c onc- Irete piles 168 Lii i1 or PTC I PC-1I 40 2
I i I lone
- 2 5a ornc test c or1ea PI -o- ITone 413 Rein Concpipes I 060H 6L1 1-IR-I I0901I - I16L4 I - IJ - 2 11201i 57L1 Ri -Th - 8 I lR- 3
57L 406 Rfe nf eel
I I I ea si0eO-1 easize loneII I I
51l l RS~ 166ea I I IR _ I - I
JoteArditiot l fiell and Wboratorv tests weeconductes for Item 105 clue to chane (orrier) involume form the princitnl uantity
____
STATUS OF IADOLAT JiY TESTS
Project Sub-Project No 4 IIubo-3alplusmny_ 1oad 02
No of Testsii A RII I A L S ostimatedIloof test On BwileP llance
106 Excavation fort D -1 - D - 1 structures 2)0 cun QampP - 1 - C I amp P- 1
107 Comon orrow 226 -0 D - 79 D - 72 D - 7 cuI1 ~ CG~P-I6 C)P - 16 None
108 AJ su ase 131cum D - 21 D -10 I D - 11 C P -11 CCP-2 CIGP - 9
110 Foundation Fill 20cum D - 1 - D - 1 SCG amp Pshy
413 Reinf concrete I
pies 3ILi 1 IR-2 - I - 2 060M 09011 6121 I 2IR - 2 IR -4
510 Ra-I t 60 ea I IR - 1I IR - 1 1 t
-9 shy
SA US0P LABAT0m_ TBSTS
Cc trOlc50 OJ 3 Ru b o -ala taeo
- - - cT t-- C o + st
- uaM T -
-
i d tr -tesi e f Balanc e
I | I
Ri i7id ay i - 249 f - 2 NoneBx-vatior O0 72CcumCampp - $Gamp - 50 CGampP-1O
I
106 Excavatio fo 570 cum ) - 2 - 2 C 2amp-1 I Cp amp P-II I
106 Ag subbLse D -t350ztmD - 49 1D - 1 C --3 C -27 CG ampP-4I I
110- Found-ntioi i h - i - D - 1 - 1 - P-1
413 Reinf Coacr-c pipes
0691 2L 1-Li-2 - 1 1--IR-2
0 ) 0 LIM 4il-IR-6 -)
120 M 150 L- -1-3-6 4-I-5
466 Reiiiforced teell - Q-1 ea I None I Size
510 ROW Markers IR - IR
C0141ESGr7 STRENIGTHT eIr ) shy
1Rrt tuc-Conresive I Date Salipled ures derc- 21re-th R B A R K 3
t genteel I I
1 - 10 - 79 TCP 60F 3i0 3 stfctorv - 1)o - --(10- 2070 ichiled
-do- -do- 5070 Saqi sactoy 1 - 22 - 79 RCOP 900 322 -doshy
-do- -do- 3241 -elshy-do- -do- 256i1ailed
2-3-79 HcP 90 3077 Satisfatory -do- -do- 3672 -doshy-do- -do- 3345 tisfa tory
2--2-79 RCP 600 41(11 -doshy-do-- -do- 3675 -doshy-do- -do- 3444
2-21-79 11CP 600 3907 -doshy-do- -do- 3703 -doshy-do- -3o- 3553 -doshy
3- 1i-79 ULgP 60$ 2674 Failed -do- -do- 3001 Satisfacotry -do- -rlo- 3271 --doshy
7-4-79 RC13C Bottom SabA4260 Passed -do- -do- 307b -doshy
7-9-79 30705 Gidewi -doshy-do- -do- 2494 Failed -do- -do- 3016 Passed -do- -o- 4882 Iased
7-16-79 Top Slab 3107 Passed -do- -do-- 2733 Failedshy-do- Center wall 3825 Passed
-do- -do- 2581 Fsailed
8-31-79 RCBC Sidewall 3895 PLised -do- -do- 4447 Passed
9-1-79 -do- 3838 Passed -do- -do- 4097 Passed
9-22-79 RCBC Top Slab 3195 Pssed -do- -do- 3135 Passed
10-18-79 Sidewall 2480 Failed- -do-- -do- 2534 Failed -do- -do- 3141 Passed
10-25-80 RCBC Top Slab 3281 Passed -do- -do- 2728 Failed -do- -do- 3576 Passed
11-8-79 RCP 1200 2421 Fail ed 11-10-79 -do- 2922 Fai1ed
i1-21-79 -do- 2309 Failed 11-26-7 RCP 60$ 3055 Passed
-do- -do- 2340 Fni] ed -do- -do- 3506 Passed -do- -do- 3397 Passed
11-21-79 RCBC Wingwall 3506 Passed
- 11 shy
11-21-79 11-26-79
-do-11-28-79
-do-4-14-80 -do--do-
3-25-CO0 -do-
3-31-80 -do-
3-27-80 -do--do-4-21-80
-do--do-4-22-80 -do--do-5-3-80 do--do-
Compressive
7-16-79
-do-8-17-79 -do-
R-18-79 -do-
-8_30-79
RCBC Wingwall RCBC Apron
-do-RCBC Wingwall
-do-Pier Balogo Bridge
-do--do-
Coping Abut A -do-
Coping Abut B -do-
Backwall Abut A -do--do-
4089 2922 2962 2630 3840 3801 5677 1842 3094 3172 3545 2814 2387 1943 2457
Coping Abut Mata Bridge 2806
-do- 2612 -do- 3055
Backwall AbutBMata BR2783 -do- 3055 -do- 3358
Girdr Balogo Bridge 3529 -do--do-
Strength
RCP 36
-do-RCP 240
-do-HCP 36
-do--do-
2861 _ ]
Passed Failed Failed Passed Passed Passed compresive strength requi 1 -doshy-doshy-doshy-doshy-do-
Failure Failure FailureO
Failure Failed- Failed- Passed compressive strength requir(d -doshy-doshy-doshy
-doshy
(Feeder Road Nos 401402403)
4664
4567 2736 294 3763 4555 4224
Passed
Passed Failed Failed Passed Passed Passed
-12shy
DRAINAGE amp EROSION WORK
Secondary Road (Minalabac-Antipolo-Hubo)
AS SCHEDULED ACCOMPLISHEDio si zoc Size o s of LM Sta 0 +450 240 14 - wheadwal] Sta 0 + 600 240 16 Sta 0 + 987C24 13 Sta 1 + 04767480 18 480 18 18LM wheadwal Sta 1+17052 48$ 18 480 18 18L14 -do-Sta 1+47500 36$ 10 36t 10 17LM -do-Sta 1+87500 24$ 17 360 17 17LM -do-Sta 2+14382 2410 18 241 18 18LM -do-Sta 2+65212 2 4 1 13 240 13 13LM -do-Sta 2+5372 240 15 24 15 15LM -do- Sta 2+90000 241 14 240 14 14LM -do-Sta 3+11144 360 15 36 15 15LM --do-Sta 3+38945 241A 12LM -doshy2 4 0 12 12 Sta 3+32500 - - 36 12 12LM -do-Sta 3+78700 3610 13 -Jo- 13 13Lv -do-Sta 3+91000 -do- 13 -do- 13 13LM -do-Sta 4+14413 2ii 1$ 13 241 13 13LP -do-Sta 4+36902 -do- 13 -do- 13 13LM -do-Sta 4+85415 - - do- 13 13LM -do-Sta 4+92500 360 15 360 15 15LN -do-Sta 5+18315 - - 24 0 12 12 LM -40-Sta 5+22500 241 16 241 16 16LM -do-Sta 6+42500 241o 15 24110 15 15LM -do-Sta 6+67700 4 15 -do- 15 15LM -do-Sta 6+75530 361 16 36 16 16LM -doshysta 7+25000 480 18 48 18 18LM -do-Sta 8+05500 240 14 240 14 14LM -do-Sta 8+06600 36 15 360 15 15LI -do-Sta [+07230 e4 0 15 24$ 15 15LM -do-Sta 8+22200 24110 13 240 13 15LN -do-Sta 8+45900 24V 12 240 12 12LM -do-Sta 8+65000 2410 1 24 14 _4LM -doshy
-13shy
FEEDER RIQdCI 01 - flntiplo Lrnnd ST TI I
0 + 175
0 + 425
0 + 713
S+ 075
1 + 357
1 + r5087
2 + 051
2 + 32660
2 + 53950
2 + 675
3 + 0555
3 + 325
3 + 675
4 + 848
4 + 087 A5
4 + 24470
4 590
4 8+
AS SCH-Si-e
210
3610
4811
1
30
4 0
360
360
Z0
4
48V
4i0
4 0
48
43
-180
40
-
DUL ED e
1212
11
34
9
12
12
22
10
30
11
24
24
13
7
6
4
14scedule
14 shy
tC SI LIC DCE iz7_Lf [CS Of
1 12L1
36 11 IL
481 34-2 lines 24rL
48P 15 191
36 12 12Lii
48 22-2 lit 2 22L
360 12 12Li
36 22--2 lines
2212
10 1OW
480 39-) lines --iu
0 0 11 11 LE
48i 24-2 lines 24W
--do- 411
4UWj 13 1 31di
480 7(extenriled )7Li
18 6 (e-tenled )6L
4 4(exterded )4LI
8 pc 8Lif
eaIwe a dwa l1l1S Ill
Completed
Completed
Complet ed
Completed
Completd
Comiplted
Complecd
Comple 6ed
Completed
Copeted
Complete1
Conpleted
Copletec
Completed
Completed
Completed
Completed
Not in
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
MINAA BA - AN IN
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8 09222 2 2 I V 2 2 2~ $ AI2 ~ ~
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PREVOUS CCOMPIIEN
PRGRESS THIS RPR
SCHEDULED WORK -SCHEUED ACOPLISHMT
ME-ATALA-OPLSMET17NAUE
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2 5286 24j72 95-8136 7O 11 1861G
34 6547 I2 9ls 34096393 T3 656 1IO7 131285269239 940 4~Q39
SC ED ED ORESE
SCHEDULEDcA~OPI HMENT 4-A~~UALAccMPLSHMNT
3 E ~PY AET
AUTGU~ 598 ENAdE EXYJfDATE -2namp Revsion
FE8~2MAR~I APR3O i~AW3IJNW3O JUIi
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4-2 644 5254O 2 60 -75 ~~~ 52 ~ 1430 ~ 14gVrifl514ie9443~ ~ ~ gt+
---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
~~~ RRSLO
RMRALk
-ML-SNEAN
T T ~ ~~ ~ ~
J
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SATAO 2-L
G-A UT L R
EERR MABNE
amp APWER SCELE OFCONSULT
71 8RO Sl 1~1
POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
RMATS ENGR-
CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
RE ~ ~ ~ ~ uB PROJECTefn~~~~ NO4
4TORRABAALS tNR -c I 4R4k
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B-PROJECT N 4 MINALABAC -ANTIPOLO -HUBO~ ROAD
( 4lt
U ~E[N EY A ff F )
44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
ACTIVITIES DUR TG T-Ef IOI (August 26 - Sept 25 1981)
Secondry Road
Item 200 - Dase Course
I-Th linl oprearlin[ and compoctinf on the following
Stations Sta 0 + 500 - 0 + 700
Item 302 - ledium Cut-back Asplelt Grade IC for Bituminous
Prime Coat
Delivered - 45 metric tons
Applied - shy - 435 liters
Item 314-1 -rerete 1rterials for 7T
(Hot Asplalt type)
-635 cum
Item 314-3 15-100 Penetr tion Asphalt cement for DST (hot
A plha It Type)
Delivered shy - --100 metric tons
Per kilometer shy 183 metric tons
Paved shy - - 49 ]Ms
Feeder Roads
FR 01 - Antipol6-Lupi-Sen Fermando
1 Road maintenance Haulinp sprealing and comp sing of Ite 107( nd 10
3 Construction of Heac1ralls foi CPs
4 Ditching
FR 402 - Huio-lali1ag Nuevo
1 Road ma inte-ance
9 N uling spreading and compacting of Item 108
-5shy
3 Conctruction of headwalls for RCPs
FR 403 -Hubo-a rohlatao
I Road -maintenance
2 Re--infst-llation of the two () lines of 4810
RCP cn St 1 + 050
3 Construction of headwalls for RCP
SURVEY l0R I95
Checking of horizontal and vertical costrols blue-toppings
cross sectiouing and placing of Invert Elevations for IICP
under supervi-ion by the consultants for both secondary and
feeder roads
LWTERIALS
Field Density Te3ts gradijng of materials P-nd other necess-ary testing of materials were also done by the contrictor beforeas under direct supervision by the consu]itmts on both the seconshy
dary and feeder roads
Erluipment of the contractor are also spot-checked by the consultants to sce if they are still safe and sound for use
in the project
- 6shy
STUSOFLARATORY TESTS
Project Sub-Project No 4 Package -i Secondary RoadMinalabac Cumavrines Su-
4A 2 R A L 8 Tctal esti- Noof TestsNoofTes ant1 -2- On file Blance
105 Ildway di Drah- 15500 cum$ 0GD-
amp P 52 -e -11 Camp P-11 None
y-t a-Vatij)r I D 3 3 ei06 Pxcag Jor ue- 70Q er p 1C 0 IT
I COre P-1
107 D-42 D-318~ D-2Common Borrow 1 02I5OcuC 0 29 1 1C - 176 None
- i 1an
amp 9-86 0 ampP-15110 Fcun-Jiation Ill 50cu - 10 D0- 1 None CGamp F - I CG amp P-1 None
200- gWi- Ease Course 75C cum D- 5 -21 D 9 - 2 CGampP-19i~ C G--6i 1-C-
Abr-ssion Specific
brassion 302 Medjiu cjril
cut-back
usphalt Grade sitP-rime Coat 51MT Q- 5 Q - 5314-3 05-100 pene f
none5 eccznmnt for 7RST I
(1ot Aspal Typo) 110212I 1 I 402i25
- IPre-cas Coc-1 3 96 L M PTC - 1
rete j~ies FTC shy
405 CongClas A 558 cum I9831 bags Q-3 or PTC
None Q - 3 None
Pine Ag 294 cum -I1 -4Coarse Agt I Q-1 G-1 N376 cumq Q-I G-6 I 01oeWater406 Rein Step Cert Cert I None457 5 kg Noon e Q-1 easizel Q-1 easite lone413 Reinf Conc pipes 090jv1 279( LM[ I- I2 -- 411 IRIR -- j11 I2M TP -3500 Grouted riprap
I 55 IR -35_pA arkers 1t011 11 PO 5 a d - 31 fI
l~~rojeo~alaa 0 20f1iol FerndoI I e A I -Lu)i-Sa9n tests~-~2t~~ 14 A T E R I A L S 2otaJl estimatedNo o2 test
oo
of tets
105 Rdway c Draina I 137 0 0cuiu)e D 50 1 D -Excavation IC lC amp P-1 I CG ampP-7 iNone 106 JTcavation for 530 cuui D - I 18 ructure D -I CG P-1I 0 amp P-I Non 107 Coumwon Jorrow - cum I
D 7010 None A - 7)200 cLm D -IJ D - 52C(ourse P - 2 icG amp P-28 NoneDshy
110 Founclation Fill 40 cum D - 1 D - I None CG P-I CCP-1
401 Tirber Trestle I spans IR II I I T R 402-25 le-ca st c onc- Irete piles 168 Lii i1 or PTC I PC-1I 40 2
I i I lone
- 2 5a ornc test c or1ea PI -o- ITone 413 Rein Concpipes I 060H 6L1 1-IR-I I0901I - I16L4 I - IJ - 2 11201i 57L1 Ri -Th - 8 I lR- 3
57L 406 Rfe nf eel
I I I ea si0eO-1 easize loneII I I
51l l RS~ 166ea I I IR _ I - I
JoteArditiot l fiell and Wboratorv tests weeconductes for Item 105 clue to chane (orrier) involume form the princitnl uantity
____
STATUS OF IADOLAT JiY TESTS
Project Sub-Project No 4 IIubo-3alplusmny_ 1oad 02
No of Testsii A RII I A L S ostimatedIloof test On BwileP llance
106 Excavation fort D -1 - D - 1 structures 2)0 cun QampP - 1 - C I amp P- 1
107 Comon orrow 226 -0 D - 79 D - 72 D - 7 cuI1 ~ CG~P-I6 C)P - 16 None
108 AJ su ase 131cum D - 21 D -10 I D - 11 C P -11 CCP-2 CIGP - 9
110 Foundation Fill 20cum D - 1 - D - 1 SCG amp Pshy
413 Reinf concrete I
pies 3ILi 1 IR-2 - I - 2 060M 09011 6121 I 2IR - 2 IR -4
510 Ra-I t 60 ea I IR - 1I IR - 1 1 t
-9 shy
SA US0P LABAT0m_ TBSTS
Cc trOlc50 OJ 3 Ru b o -ala taeo
- - - cT t-- C o + st
- uaM T -
-
i d tr -tesi e f Balanc e
I | I
Ri i7id ay i - 249 f - 2 NoneBx-vatior O0 72CcumCampp - $Gamp - 50 CGampP-1O
I
106 Excavatio fo 570 cum ) - 2 - 2 C 2amp-1 I Cp amp P-II I
106 Ag subbLse D -t350ztmD - 49 1D - 1 C --3 C -27 CG ampP-4I I
110- Found-ntioi i h - i - D - 1 - 1 - P-1
413 Reinf Coacr-c pipes
0691 2L 1-Li-2 - 1 1--IR-2
0 ) 0 LIM 4il-IR-6 -)
120 M 150 L- -1-3-6 4-I-5
466 Reiiiforced teell - Q-1 ea I None I Size
510 ROW Markers IR - IR
C0141ESGr7 STRENIGTHT eIr ) shy
1Rrt tuc-Conresive I Date Salipled ures derc- 21re-th R B A R K 3
t genteel I I
1 - 10 - 79 TCP 60F 3i0 3 stfctorv - 1)o - --(10- 2070 ichiled
-do- -do- 5070 Saqi sactoy 1 - 22 - 79 RCOP 900 322 -doshy
-do- -do- 3241 -elshy-do- -do- 256i1ailed
2-3-79 HcP 90 3077 Satisfatory -do- -do- 3672 -doshy-do- -do- 3345 tisfa tory
2--2-79 RCP 600 41(11 -doshy-do-- -do- 3675 -doshy-do- -do- 3444
2-21-79 11CP 600 3907 -doshy-do- -do- 3703 -doshy-do- -3o- 3553 -doshy
3- 1i-79 ULgP 60$ 2674 Failed -do- -do- 3001 Satisfacotry -do- -rlo- 3271 --doshy
7-4-79 RC13C Bottom SabA4260 Passed -do- -do- 307b -doshy
7-9-79 30705 Gidewi -doshy-do- -do- 2494 Failed -do- -do- 3016 Passed -do- -o- 4882 Iased
7-16-79 Top Slab 3107 Passed -do- -do-- 2733 Failedshy-do- Center wall 3825 Passed
-do- -do- 2581 Fsailed
8-31-79 RCBC Sidewall 3895 PLised -do- -do- 4447 Passed
9-1-79 -do- 3838 Passed -do- -do- 4097 Passed
9-22-79 RCBC Top Slab 3195 Pssed -do- -do- 3135 Passed
10-18-79 Sidewall 2480 Failed- -do-- -do- 2534 Failed -do- -do- 3141 Passed
10-25-80 RCBC Top Slab 3281 Passed -do- -do- 2728 Failed -do- -do- 3576 Passed
11-8-79 RCP 1200 2421 Fail ed 11-10-79 -do- 2922 Fai1ed
i1-21-79 -do- 2309 Failed 11-26-7 RCP 60$ 3055 Passed
-do- -do- 2340 Fni] ed -do- -do- 3506 Passed -do- -do- 3397 Passed
11-21-79 RCBC Wingwall 3506 Passed
- 11 shy
11-21-79 11-26-79
-do-11-28-79
-do-4-14-80 -do--do-
3-25-CO0 -do-
3-31-80 -do-
3-27-80 -do--do-4-21-80
-do--do-4-22-80 -do--do-5-3-80 do--do-
Compressive
7-16-79
-do-8-17-79 -do-
R-18-79 -do-
-8_30-79
RCBC Wingwall RCBC Apron
-do-RCBC Wingwall
-do-Pier Balogo Bridge
-do--do-
Coping Abut A -do-
Coping Abut B -do-
Backwall Abut A -do--do-
4089 2922 2962 2630 3840 3801 5677 1842 3094 3172 3545 2814 2387 1943 2457
Coping Abut Mata Bridge 2806
-do- 2612 -do- 3055
Backwall AbutBMata BR2783 -do- 3055 -do- 3358
Girdr Balogo Bridge 3529 -do--do-
Strength
RCP 36
-do-RCP 240
-do-HCP 36
-do--do-
2861 _ ]
Passed Failed Failed Passed Passed Passed compresive strength requi 1 -doshy-doshy-doshy-doshy-do-
Failure Failure FailureO
Failure Failed- Failed- Passed compressive strength requir(d -doshy-doshy-doshy
-doshy
(Feeder Road Nos 401402403)
4664
4567 2736 294 3763 4555 4224
Passed
Passed Failed Failed Passed Passed Passed
-12shy
DRAINAGE amp EROSION WORK
Secondary Road (Minalabac-Antipolo-Hubo)
AS SCHEDULED ACCOMPLISHEDio si zoc Size o s of LM Sta 0 +450 240 14 - wheadwal] Sta 0 + 600 240 16 Sta 0 + 987C24 13 Sta 1 + 04767480 18 480 18 18LM wheadwal Sta 1+17052 48$ 18 480 18 18L14 -do-Sta 1+47500 36$ 10 36t 10 17LM -do-Sta 1+87500 24$ 17 360 17 17LM -do-Sta 2+14382 2410 18 241 18 18LM -do-Sta 2+65212 2 4 1 13 240 13 13LM -do-Sta 2+5372 240 15 24 15 15LM -do- Sta 2+90000 241 14 240 14 14LM -do-Sta 3+11144 360 15 36 15 15LM --do-Sta 3+38945 241A 12LM -doshy2 4 0 12 12 Sta 3+32500 - - 36 12 12LM -do-Sta 3+78700 3610 13 -Jo- 13 13Lv -do-Sta 3+91000 -do- 13 -do- 13 13LM -do-Sta 4+14413 2ii 1$ 13 241 13 13LP -do-Sta 4+36902 -do- 13 -do- 13 13LM -do-Sta 4+85415 - - do- 13 13LM -do-Sta 4+92500 360 15 360 15 15LN -do-Sta 5+18315 - - 24 0 12 12 LM -40-Sta 5+22500 241 16 241 16 16LM -do-Sta 6+42500 241o 15 24110 15 15LM -do-Sta 6+67700 4 15 -do- 15 15LM -do-Sta 6+75530 361 16 36 16 16LM -doshysta 7+25000 480 18 48 18 18LM -do-Sta 8+05500 240 14 240 14 14LM -do-Sta 8+06600 36 15 360 15 15LI -do-Sta [+07230 e4 0 15 24$ 15 15LM -do-Sta 8+22200 24110 13 240 13 15LN -do-Sta 8+45900 24V 12 240 12 12LM -do-Sta 8+65000 2410 1 24 14 _4LM -doshy
-13shy
FEEDER RIQdCI 01 - flntiplo Lrnnd ST TI I
0 + 175
0 + 425
0 + 713
S+ 075
1 + 357
1 + r5087
2 + 051
2 + 32660
2 + 53950
2 + 675
3 + 0555
3 + 325
3 + 675
4 + 848
4 + 087 A5
4 + 24470
4 590
4 8+
AS SCH-Si-e
210
3610
4811
1
30
4 0
360
360
Z0
4
48V
4i0
4 0
48
43
-180
40
-
DUL ED e
1212
11
34
9
12
12
22
10
30
11
24
24
13
7
6
4
14scedule
14 shy
tC SI LIC DCE iz7_Lf [CS Of
1 12L1
36 11 IL
481 34-2 lines 24rL
48P 15 191
36 12 12Lii
48 22-2 lit 2 22L
360 12 12Li
36 22--2 lines
2212
10 1OW
480 39-) lines --iu
0 0 11 11 LE
48i 24-2 lines 24W
--do- 411
4UWj 13 1 31di
480 7(extenriled )7Li
18 6 (e-tenled )6L
4 4(exterded )4LI
8 pc 8Lif
eaIwe a dwa l1l1S Ill
Completed
Completed
Complet ed
Completed
Completd
Comiplted
Complecd
Comple 6ed
Completed
Copeted
Complete1
Conpleted
Copletec
Completed
Completed
Completed
Completed
Not in
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
MINAA BA - AN IN
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SCHEDULED WORK -SCHEUED ACOPLISHMT
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34 6547 I2 9ls 34096393 T3 656 1IO7 131285269239 940 4~Q39
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---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
~~~ RRSLO
RMRALk
-ML-SNEAN
T T ~ ~~ ~ ~
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SATAO 2-L
G-A UT L R
EERR MABNE
amp APWER SCELE OFCONSULT
71 8RO Sl 1~1
POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
RMATS ENGR-
CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
RE ~ ~ ~ ~ uB PROJECTefn~~~~ NO4
4TORRABAALS tNR -c I 4R4k
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B-PROJECT N 4 MINALABAC -ANTIPOLO -HUBO~ ROAD
( 4lt
U ~E[N EY A ff F )
44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
3C
SU60rA7~2~
-1C L 1t
~
W-1
3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
3 Conctruction of headwalls for RCPs
FR 403 -Hubo-a rohlatao
I Road -maintenance
2 Re--infst-llation of the two () lines of 4810
RCP cn St 1 + 050
3 Construction of headwalls for RCP
SURVEY l0R I95
Checking of horizontal and vertical costrols blue-toppings
cross sectiouing and placing of Invert Elevations for IICP
under supervi-ion by the consultants for both secondary and
feeder roads
LWTERIALS
Field Density Te3ts gradijng of materials P-nd other necess-ary testing of materials were also done by the contrictor beforeas under direct supervision by the consu]itmts on both the seconshy
dary and feeder roads
Erluipment of the contractor are also spot-checked by the consultants to sce if they are still safe and sound for use
in the project
- 6shy
STUSOFLARATORY TESTS
Project Sub-Project No 4 Package -i Secondary RoadMinalabac Cumavrines Su-
4A 2 R A L 8 Tctal esti- Noof TestsNoofTes ant1 -2- On file Blance
105 Ildway di Drah- 15500 cum$ 0GD-
amp P 52 -e -11 Camp P-11 None
y-t a-Vatij)r I D 3 3 ei06 Pxcag Jor ue- 70Q er p 1C 0 IT
I COre P-1
107 D-42 D-318~ D-2Common Borrow 1 02I5OcuC 0 29 1 1C - 176 None
- i 1an
amp 9-86 0 ampP-15110 Fcun-Jiation Ill 50cu - 10 D0- 1 None CGamp F - I CG amp P-1 None
200- gWi- Ease Course 75C cum D- 5 -21 D 9 - 2 CGampP-19i~ C G--6i 1-C-
Abr-ssion Specific
brassion 302 Medjiu cjril
cut-back
usphalt Grade sitP-rime Coat 51MT Q- 5 Q - 5314-3 05-100 pene f
none5 eccznmnt for 7RST I
(1ot Aspal Typo) 110212I 1 I 402i25
- IPre-cas Coc-1 3 96 L M PTC - 1
rete j~ies FTC shy
405 CongClas A 558 cum I9831 bags Q-3 or PTC
None Q - 3 None
Pine Ag 294 cum -I1 -4Coarse Agt I Q-1 G-1 N376 cumq Q-I G-6 I 01oeWater406 Rein Step Cert Cert I None457 5 kg Noon e Q-1 easizel Q-1 easite lone413 Reinf Conc pipes 090jv1 279( LM[ I- I2 -- 411 IRIR -- j11 I2M TP -3500 Grouted riprap
I 55 IR -35_pA arkers 1t011 11 PO 5 a d - 31 fI
l~~rojeo~alaa 0 20f1iol FerndoI I e A I -Lu)i-Sa9n tests~-~2t~~ 14 A T E R I A L S 2otaJl estimatedNo o2 test
oo
of tets
105 Rdway c Draina I 137 0 0cuiu)e D 50 1 D -Excavation IC lC amp P-1 I CG ampP-7 iNone 106 JTcavation for 530 cuui D - I 18 ructure D -I CG P-1I 0 amp P-I Non 107 Coumwon Jorrow - cum I
D 7010 None A - 7)200 cLm D -IJ D - 52C(ourse P - 2 icG amp P-28 NoneDshy
110 Founclation Fill 40 cum D - 1 D - I None CG P-I CCP-1
401 Tirber Trestle I spans IR II I I T R 402-25 le-ca st c onc- Irete piles 168 Lii i1 or PTC I PC-1I 40 2
I i I lone
- 2 5a ornc test c or1ea PI -o- ITone 413 Rein Concpipes I 060H 6L1 1-IR-I I0901I - I16L4 I - IJ - 2 11201i 57L1 Ri -Th - 8 I lR- 3
57L 406 Rfe nf eel
I I I ea si0eO-1 easize loneII I I
51l l RS~ 166ea I I IR _ I - I
JoteArditiot l fiell and Wboratorv tests weeconductes for Item 105 clue to chane (orrier) involume form the princitnl uantity
____
STATUS OF IADOLAT JiY TESTS
Project Sub-Project No 4 IIubo-3alplusmny_ 1oad 02
No of Testsii A RII I A L S ostimatedIloof test On BwileP llance
106 Excavation fort D -1 - D - 1 structures 2)0 cun QampP - 1 - C I amp P- 1
107 Comon orrow 226 -0 D - 79 D - 72 D - 7 cuI1 ~ CG~P-I6 C)P - 16 None
108 AJ su ase 131cum D - 21 D -10 I D - 11 C P -11 CCP-2 CIGP - 9
110 Foundation Fill 20cum D - 1 - D - 1 SCG amp Pshy
413 Reinf concrete I
pies 3ILi 1 IR-2 - I - 2 060M 09011 6121 I 2IR - 2 IR -4
510 Ra-I t 60 ea I IR - 1I IR - 1 1 t
-9 shy
SA US0P LABAT0m_ TBSTS
Cc trOlc50 OJ 3 Ru b o -ala taeo
- - - cT t-- C o + st
- uaM T -
-
i d tr -tesi e f Balanc e
I | I
Ri i7id ay i - 249 f - 2 NoneBx-vatior O0 72CcumCampp - $Gamp - 50 CGampP-1O
I
106 Excavatio fo 570 cum ) - 2 - 2 C 2amp-1 I Cp amp P-II I
106 Ag subbLse D -t350ztmD - 49 1D - 1 C --3 C -27 CG ampP-4I I
110- Found-ntioi i h - i - D - 1 - 1 - P-1
413 Reinf Coacr-c pipes
0691 2L 1-Li-2 - 1 1--IR-2
0 ) 0 LIM 4il-IR-6 -)
120 M 150 L- -1-3-6 4-I-5
466 Reiiiforced teell - Q-1 ea I None I Size
510 ROW Markers IR - IR
C0141ESGr7 STRENIGTHT eIr ) shy
1Rrt tuc-Conresive I Date Salipled ures derc- 21re-th R B A R K 3
t genteel I I
1 - 10 - 79 TCP 60F 3i0 3 stfctorv - 1)o - --(10- 2070 ichiled
-do- -do- 5070 Saqi sactoy 1 - 22 - 79 RCOP 900 322 -doshy
-do- -do- 3241 -elshy-do- -do- 256i1ailed
2-3-79 HcP 90 3077 Satisfatory -do- -do- 3672 -doshy-do- -do- 3345 tisfa tory
2--2-79 RCP 600 41(11 -doshy-do-- -do- 3675 -doshy-do- -do- 3444
2-21-79 11CP 600 3907 -doshy-do- -do- 3703 -doshy-do- -3o- 3553 -doshy
3- 1i-79 ULgP 60$ 2674 Failed -do- -do- 3001 Satisfacotry -do- -rlo- 3271 --doshy
7-4-79 RC13C Bottom SabA4260 Passed -do- -do- 307b -doshy
7-9-79 30705 Gidewi -doshy-do- -do- 2494 Failed -do- -do- 3016 Passed -do- -o- 4882 Iased
7-16-79 Top Slab 3107 Passed -do- -do-- 2733 Failedshy-do- Center wall 3825 Passed
-do- -do- 2581 Fsailed
8-31-79 RCBC Sidewall 3895 PLised -do- -do- 4447 Passed
9-1-79 -do- 3838 Passed -do- -do- 4097 Passed
9-22-79 RCBC Top Slab 3195 Pssed -do- -do- 3135 Passed
10-18-79 Sidewall 2480 Failed- -do-- -do- 2534 Failed -do- -do- 3141 Passed
10-25-80 RCBC Top Slab 3281 Passed -do- -do- 2728 Failed -do- -do- 3576 Passed
11-8-79 RCP 1200 2421 Fail ed 11-10-79 -do- 2922 Fai1ed
i1-21-79 -do- 2309 Failed 11-26-7 RCP 60$ 3055 Passed
-do- -do- 2340 Fni] ed -do- -do- 3506 Passed -do- -do- 3397 Passed
11-21-79 RCBC Wingwall 3506 Passed
- 11 shy
11-21-79 11-26-79
-do-11-28-79
-do-4-14-80 -do--do-
3-25-CO0 -do-
3-31-80 -do-
3-27-80 -do--do-4-21-80
-do--do-4-22-80 -do--do-5-3-80 do--do-
Compressive
7-16-79
-do-8-17-79 -do-
R-18-79 -do-
-8_30-79
RCBC Wingwall RCBC Apron
-do-RCBC Wingwall
-do-Pier Balogo Bridge
-do--do-
Coping Abut A -do-
Coping Abut B -do-
Backwall Abut A -do--do-
4089 2922 2962 2630 3840 3801 5677 1842 3094 3172 3545 2814 2387 1943 2457
Coping Abut Mata Bridge 2806
-do- 2612 -do- 3055
Backwall AbutBMata BR2783 -do- 3055 -do- 3358
Girdr Balogo Bridge 3529 -do--do-
Strength
RCP 36
-do-RCP 240
-do-HCP 36
-do--do-
2861 _ ]
Passed Failed Failed Passed Passed Passed compresive strength requi 1 -doshy-doshy-doshy-doshy-do-
Failure Failure FailureO
Failure Failed- Failed- Passed compressive strength requir(d -doshy-doshy-doshy
-doshy
(Feeder Road Nos 401402403)
4664
4567 2736 294 3763 4555 4224
Passed
Passed Failed Failed Passed Passed Passed
-12shy
DRAINAGE amp EROSION WORK
Secondary Road (Minalabac-Antipolo-Hubo)
AS SCHEDULED ACCOMPLISHEDio si zoc Size o s of LM Sta 0 +450 240 14 - wheadwal] Sta 0 + 600 240 16 Sta 0 + 987C24 13 Sta 1 + 04767480 18 480 18 18LM wheadwal Sta 1+17052 48$ 18 480 18 18L14 -do-Sta 1+47500 36$ 10 36t 10 17LM -do-Sta 1+87500 24$ 17 360 17 17LM -do-Sta 2+14382 2410 18 241 18 18LM -do-Sta 2+65212 2 4 1 13 240 13 13LM -do-Sta 2+5372 240 15 24 15 15LM -do- Sta 2+90000 241 14 240 14 14LM -do-Sta 3+11144 360 15 36 15 15LM --do-Sta 3+38945 241A 12LM -doshy2 4 0 12 12 Sta 3+32500 - - 36 12 12LM -do-Sta 3+78700 3610 13 -Jo- 13 13Lv -do-Sta 3+91000 -do- 13 -do- 13 13LM -do-Sta 4+14413 2ii 1$ 13 241 13 13LP -do-Sta 4+36902 -do- 13 -do- 13 13LM -do-Sta 4+85415 - - do- 13 13LM -do-Sta 4+92500 360 15 360 15 15LN -do-Sta 5+18315 - - 24 0 12 12 LM -40-Sta 5+22500 241 16 241 16 16LM -do-Sta 6+42500 241o 15 24110 15 15LM -do-Sta 6+67700 4 15 -do- 15 15LM -do-Sta 6+75530 361 16 36 16 16LM -doshysta 7+25000 480 18 48 18 18LM -do-Sta 8+05500 240 14 240 14 14LM -do-Sta 8+06600 36 15 360 15 15LI -do-Sta [+07230 e4 0 15 24$ 15 15LM -do-Sta 8+22200 24110 13 240 13 15LN -do-Sta 8+45900 24V 12 240 12 12LM -do-Sta 8+65000 2410 1 24 14 _4LM -doshy
-13shy
FEEDER RIQdCI 01 - flntiplo Lrnnd ST TI I
0 + 175
0 + 425
0 + 713
S+ 075
1 + 357
1 + r5087
2 + 051
2 + 32660
2 + 53950
2 + 675
3 + 0555
3 + 325
3 + 675
4 + 848
4 + 087 A5
4 + 24470
4 590
4 8+
AS SCH-Si-e
210
3610
4811
1
30
4 0
360
360
Z0
4
48V
4i0
4 0
48
43
-180
40
-
DUL ED e
1212
11
34
9
12
12
22
10
30
11
24
24
13
7
6
4
14scedule
14 shy
tC SI LIC DCE iz7_Lf [CS Of
1 12L1
36 11 IL
481 34-2 lines 24rL
48P 15 191
36 12 12Lii
48 22-2 lit 2 22L
360 12 12Li
36 22--2 lines
2212
10 1OW
480 39-) lines --iu
0 0 11 11 LE
48i 24-2 lines 24W
--do- 411
4UWj 13 1 31di
480 7(extenriled )7Li
18 6 (e-tenled )6L
4 4(exterded )4LI
8 pc 8Lif
eaIwe a dwa l1l1S Ill
Completed
Completed
Complet ed
Completed
Completd
Comiplted
Complecd
Comple 6ed
Completed
Copeted
Complete1
Conpleted
Copletec
Completed
Completed
Completed
Completed
Not in
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
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SCHEDULED WORK -SCHEUED ACOPLISHMT
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---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
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71 8RO Sl 1~1
POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
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CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
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( 4lt
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---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
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3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
STUSOFLARATORY TESTS
Project Sub-Project No 4 Package -i Secondary RoadMinalabac Cumavrines Su-
4A 2 R A L 8 Tctal esti- Noof TestsNoofTes ant1 -2- On file Blance
105 Ildway di Drah- 15500 cum$ 0GD-
amp P 52 -e -11 Camp P-11 None
y-t a-Vatij)r I D 3 3 ei06 Pxcag Jor ue- 70Q er p 1C 0 IT
I COre P-1
107 D-42 D-318~ D-2Common Borrow 1 02I5OcuC 0 29 1 1C - 176 None
- i 1an
amp 9-86 0 ampP-15110 Fcun-Jiation Ill 50cu - 10 D0- 1 None CGamp F - I CG amp P-1 None
200- gWi- Ease Course 75C cum D- 5 -21 D 9 - 2 CGampP-19i~ C G--6i 1-C-
Abr-ssion Specific
brassion 302 Medjiu cjril
cut-back
usphalt Grade sitP-rime Coat 51MT Q- 5 Q - 5314-3 05-100 pene f
none5 eccznmnt for 7RST I
(1ot Aspal Typo) 110212I 1 I 402i25
- IPre-cas Coc-1 3 96 L M PTC - 1
rete j~ies FTC shy
405 CongClas A 558 cum I9831 bags Q-3 or PTC
None Q - 3 None
Pine Ag 294 cum -I1 -4Coarse Agt I Q-1 G-1 N376 cumq Q-I G-6 I 01oeWater406 Rein Step Cert Cert I None457 5 kg Noon e Q-1 easizel Q-1 easite lone413 Reinf Conc pipes 090jv1 279( LM[ I- I2 -- 411 IRIR -- j11 I2M TP -3500 Grouted riprap
I 55 IR -35_pA arkers 1t011 11 PO 5 a d - 31 fI
l~~rojeo~alaa 0 20f1iol FerndoI I e A I -Lu)i-Sa9n tests~-~2t~~ 14 A T E R I A L S 2otaJl estimatedNo o2 test
oo
of tets
105 Rdway c Draina I 137 0 0cuiu)e D 50 1 D -Excavation IC lC amp P-1 I CG ampP-7 iNone 106 JTcavation for 530 cuui D - I 18 ructure D -I CG P-1I 0 amp P-I Non 107 Coumwon Jorrow - cum I
D 7010 None A - 7)200 cLm D -IJ D - 52C(ourse P - 2 icG amp P-28 NoneDshy
110 Founclation Fill 40 cum D - 1 D - I None CG P-I CCP-1
401 Tirber Trestle I spans IR II I I T R 402-25 le-ca st c onc- Irete piles 168 Lii i1 or PTC I PC-1I 40 2
I i I lone
- 2 5a ornc test c or1ea PI -o- ITone 413 Rein Concpipes I 060H 6L1 1-IR-I I0901I - I16L4 I - IJ - 2 11201i 57L1 Ri -Th - 8 I lR- 3
57L 406 Rfe nf eel
I I I ea si0eO-1 easize loneII I I
51l l RS~ 166ea I I IR _ I - I
JoteArditiot l fiell and Wboratorv tests weeconductes for Item 105 clue to chane (orrier) involume form the princitnl uantity
____
STATUS OF IADOLAT JiY TESTS
Project Sub-Project No 4 IIubo-3alplusmny_ 1oad 02
No of Testsii A RII I A L S ostimatedIloof test On BwileP llance
106 Excavation fort D -1 - D - 1 structures 2)0 cun QampP - 1 - C I amp P- 1
107 Comon orrow 226 -0 D - 79 D - 72 D - 7 cuI1 ~ CG~P-I6 C)P - 16 None
108 AJ su ase 131cum D - 21 D -10 I D - 11 C P -11 CCP-2 CIGP - 9
110 Foundation Fill 20cum D - 1 - D - 1 SCG amp Pshy
413 Reinf concrete I
pies 3ILi 1 IR-2 - I - 2 060M 09011 6121 I 2IR - 2 IR -4
510 Ra-I t 60 ea I IR - 1I IR - 1 1 t
-9 shy
SA US0P LABAT0m_ TBSTS
Cc trOlc50 OJ 3 Ru b o -ala taeo
- - - cT t-- C o + st
- uaM T -
-
i d tr -tesi e f Balanc e
I | I
Ri i7id ay i - 249 f - 2 NoneBx-vatior O0 72CcumCampp - $Gamp - 50 CGampP-1O
I
106 Excavatio fo 570 cum ) - 2 - 2 C 2amp-1 I Cp amp P-II I
106 Ag subbLse D -t350ztmD - 49 1D - 1 C --3 C -27 CG ampP-4I I
110- Found-ntioi i h - i - D - 1 - 1 - P-1
413 Reinf Coacr-c pipes
0691 2L 1-Li-2 - 1 1--IR-2
0 ) 0 LIM 4il-IR-6 -)
120 M 150 L- -1-3-6 4-I-5
466 Reiiiforced teell - Q-1 ea I None I Size
510 ROW Markers IR - IR
C0141ESGr7 STRENIGTHT eIr ) shy
1Rrt tuc-Conresive I Date Salipled ures derc- 21re-th R B A R K 3
t genteel I I
1 - 10 - 79 TCP 60F 3i0 3 stfctorv - 1)o - --(10- 2070 ichiled
-do- -do- 5070 Saqi sactoy 1 - 22 - 79 RCOP 900 322 -doshy
-do- -do- 3241 -elshy-do- -do- 256i1ailed
2-3-79 HcP 90 3077 Satisfatory -do- -do- 3672 -doshy-do- -do- 3345 tisfa tory
2--2-79 RCP 600 41(11 -doshy-do-- -do- 3675 -doshy-do- -do- 3444
2-21-79 11CP 600 3907 -doshy-do- -do- 3703 -doshy-do- -3o- 3553 -doshy
3- 1i-79 ULgP 60$ 2674 Failed -do- -do- 3001 Satisfacotry -do- -rlo- 3271 --doshy
7-4-79 RC13C Bottom SabA4260 Passed -do- -do- 307b -doshy
7-9-79 30705 Gidewi -doshy-do- -do- 2494 Failed -do- -do- 3016 Passed -do- -o- 4882 Iased
7-16-79 Top Slab 3107 Passed -do- -do-- 2733 Failedshy-do- Center wall 3825 Passed
-do- -do- 2581 Fsailed
8-31-79 RCBC Sidewall 3895 PLised -do- -do- 4447 Passed
9-1-79 -do- 3838 Passed -do- -do- 4097 Passed
9-22-79 RCBC Top Slab 3195 Pssed -do- -do- 3135 Passed
10-18-79 Sidewall 2480 Failed- -do-- -do- 2534 Failed -do- -do- 3141 Passed
10-25-80 RCBC Top Slab 3281 Passed -do- -do- 2728 Failed -do- -do- 3576 Passed
11-8-79 RCP 1200 2421 Fail ed 11-10-79 -do- 2922 Fai1ed
i1-21-79 -do- 2309 Failed 11-26-7 RCP 60$ 3055 Passed
-do- -do- 2340 Fni] ed -do- -do- 3506 Passed -do- -do- 3397 Passed
11-21-79 RCBC Wingwall 3506 Passed
- 11 shy
11-21-79 11-26-79
-do-11-28-79
-do-4-14-80 -do--do-
3-25-CO0 -do-
3-31-80 -do-
3-27-80 -do--do-4-21-80
-do--do-4-22-80 -do--do-5-3-80 do--do-
Compressive
7-16-79
-do-8-17-79 -do-
R-18-79 -do-
-8_30-79
RCBC Wingwall RCBC Apron
-do-RCBC Wingwall
-do-Pier Balogo Bridge
-do--do-
Coping Abut A -do-
Coping Abut B -do-
Backwall Abut A -do--do-
4089 2922 2962 2630 3840 3801 5677 1842 3094 3172 3545 2814 2387 1943 2457
Coping Abut Mata Bridge 2806
-do- 2612 -do- 3055
Backwall AbutBMata BR2783 -do- 3055 -do- 3358
Girdr Balogo Bridge 3529 -do--do-
Strength
RCP 36
-do-RCP 240
-do-HCP 36
-do--do-
2861 _ ]
Passed Failed Failed Passed Passed Passed compresive strength requi 1 -doshy-doshy-doshy-doshy-do-
Failure Failure FailureO
Failure Failed- Failed- Passed compressive strength requir(d -doshy-doshy-doshy
-doshy
(Feeder Road Nos 401402403)
4664
4567 2736 294 3763 4555 4224
Passed
Passed Failed Failed Passed Passed Passed
-12shy
DRAINAGE amp EROSION WORK
Secondary Road (Minalabac-Antipolo-Hubo)
AS SCHEDULED ACCOMPLISHEDio si zoc Size o s of LM Sta 0 +450 240 14 - wheadwal] Sta 0 + 600 240 16 Sta 0 + 987C24 13 Sta 1 + 04767480 18 480 18 18LM wheadwal Sta 1+17052 48$ 18 480 18 18L14 -do-Sta 1+47500 36$ 10 36t 10 17LM -do-Sta 1+87500 24$ 17 360 17 17LM -do-Sta 2+14382 2410 18 241 18 18LM -do-Sta 2+65212 2 4 1 13 240 13 13LM -do-Sta 2+5372 240 15 24 15 15LM -do- Sta 2+90000 241 14 240 14 14LM -do-Sta 3+11144 360 15 36 15 15LM --do-Sta 3+38945 241A 12LM -doshy2 4 0 12 12 Sta 3+32500 - - 36 12 12LM -do-Sta 3+78700 3610 13 -Jo- 13 13Lv -do-Sta 3+91000 -do- 13 -do- 13 13LM -do-Sta 4+14413 2ii 1$ 13 241 13 13LP -do-Sta 4+36902 -do- 13 -do- 13 13LM -do-Sta 4+85415 - - do- 13 13LM -do-Sta 4+92500 360 15 360 15 15LN -do-Sta 5+18315 - - 24 0 12 12 LM -40-Sta 5+22500 241 16 241 16 16LM -do-Sta 6+42500 241o 15 24110 15 15LM -do-Sta 6+67700 4 15 -do- 15 15LM -do-Sta 6+75530 361 16 36 16 16LM -doshysta 7+25000 480 18 48 18 18LM -do-Sta 8+05500 240 14 240 14 14LM -do-Sta 8+06600 36 15 360 15 15LI -do-Sta [+07230 e4 0 15 24$ 15 15LM -do-Sta 8+22200 24110 13 240 13 15LN -do-Sta 8+45900 24V 12 240 12 12LM -do-Sta 8+65000 2410 1 24 14 _4LM -doshy
-13shy
FEEDER RIQdCI 01 - flntiplo Lrnnd ST TI I
0 + 175
0 + 425
0 + 713
S+ 075
1 + 357
1 + r5087
2 + 051
2 + 32660
2 + 53950
2 + 675
3 + 0555
3 + 325
3 + 675
4 + 848
4 + 087 A5
4 + 24470
4 590
4 8+
AS SCH-Si-e
210
3610
4811
1
30
4 0
360
360
Z0
4
48V
4i0
4 0
48
43
-180
40
-
DUL ED e
1212
11
34
9
12
12
22
10
30
11
24
24
13
7
6
4
14scedule
14 shy
tC SI LIC DCE iz7_Lf [CS Of
1 12L1
36 11 IL
481 34-2 lines 24rL
48P 15 191
36 12 12Lii
48 22-2 lit 2 22L
360 12 12Li
36 22--2 lines
2212
10 1OW
480 39-) lines --iu
0 0 11 11 LE
48i 24-2 lines 24W
--do- 411
4UWj 13 1 31di
480 7(extenriled )7Li
18 6 (e-tenled )6L
4 4(exterded )4LI
8 pc 8Lif
eaIwe a dwa l1l1S Ill
Completed
Completed
Complet ed
Completed
Completd
Comiplted
Complecd
Comple 6ed
Completed
Copeted
Complete1
Conpleted
Copletec
Completed
Completed
Completed
Completed
Not in
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
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1 0 3
1
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EM-10 yees resiciinr Ijitj
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h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
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BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
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JAW ITRMESSENGER
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W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
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t
7shy
2
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(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
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NTRUCT SPERVS
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
l~~rojeo~alaa 0 20f1iol FerndoI I e A I -Lu)i-Sa9n tests~-~2t~~ 14 A T E R I A L S 2otaJl estimatedNo o2 test
oo
of tets
105 Rdway c Draina I 137 0 0cuiu)e D 50 1 D -Excavation IC lC amp P-1 I CG ampP-7 iNone 106 JTcavation for 530 cuui D - I 18 ructure D -I CG P-1I 0 amp P-I Non 107 Coumwon Jorrow - cum I
D 7010 None A - 7)200 cLm D -IJ D - 52C(ourse P - 2 icG amp P-28 NoneDshy
110 Founclation Fill 40 cum D - 1 D - I None CG P-I CCP-1
401 Tirber Trestle I spans IR II I I T R 402-25 le-ca st c onc- Irete piles 168 Lii i1 or PTC I PC-1I 40 2
I i I lone
- 2 5a ornc test c or1ea PI -o- ITone 413 Rein Concpipes I 060H 6L1 1-IR-I I0901I - I16L4 I - IJ - 2 11201i 57L1 Ri -Th - 8 I lR- 3
57L 406 Rfe nf eel
I I I ea si0eO-1 easize loneII I I
51l l RS~ 166ea I I IR _ I - I
JoteArditiot l fiell and Wboratorv tests weeconductes for Item 105 clue to chane (orrier) involume form the princitnl uantity
____
STATUS OF IADOLAT JiY TESTS
Project Sub-Project No 4 IIubo-3alplusmny_ 1oad 02
No of Testsii A RII I A L S ostimatedIloof test On BwileP llance
106 Excavation fort D -1 - D - 1 structures 2)0 cun QampP - 1 - C I amp P- 1
107 Comon orrow 226 -0 D - 79 D - 72 D - 7 cuI1 ~ CG~P-I6 C)P - 16 None
108 AJ su ase 131cum D - 21 D -10 I D - 11 C P -11 CCP-2 CIGP - 9
110 Foundation Fill 20cum D - 1 - D - 1 SCG amp Pshy
413 Reinf concrete I
pies 3ILi 1 IR-2 - I - 2 060M 09011 6121 I 2IR - 2 IR -4
510 Ra-I t 60 ea I IR - 1I IR - 1 1 t
-9 shy
SA US0P LABAT0m_ TBSTS
Cc trOlc50 OJ 3 Ru b o -ala taeo
- - - cT t-- C o + st
- uaM T -
-
i d tr -tesi e f Balanc e
I | I
Ri i7id ay i - 249 f - 2 NoneBx-vatior O0 72CcumCampp - $Gamp - 50 CGampP-1O
I
106 Excavatio fo 570 cum ) - 2 - 2 C 2amp-1 I Cp amp P-II I
106 Ag subbLse D -t350ztmD - 49 1D - 1 C --3 C -27 CG ampP-4I I
110- Found-ntioi i h - i - D - 1 - 1 - P-1
413 Reinf Coacr-c pipes
0691 2L 1-Li-2 - 1 1--IR-2
0 ) 0 LIM 4il-IR-6 -)
120 M 150 L- -1-3-6 4-I-5
466 Reiiiforced teell - Q-1 ea I None I Size
510 ROW Markers IR - IR
C0141ESGr7 STRENIGTHT eIr ) shy
1Rrt tuc-Conresive I Date Salipled ures derc- 21re-th R B A R K 3
t genteel I I
1 - 10 - 79 TCP 60F 3i0 3 stfctorv - 1)o - --(10- 2070 ichiled
-do- -do- 5070 Saqi sactoy 1 - 22 - 79 RCOP 900 322 -doshy
-do- -do- 3241 -elshy-do- -do- 256i1ailed
2-3-79 HcP 90 3077 Satisfatory -do- -do- 3672 -doshy-do- -do- 3345 tisfa tory
2--2-79 RCP 600 41(11 -doshy-do-- -do- 3675 -doshy-do- -do- 3444
2-21-79 11CP 600 3907 -doshy-do- -do- 3703 -doshy-do- -3o- 3553 -doshy
3- 1i-79 ULgP 60$ 2674 Failed -do- -do- 3001 Satisfacotry -do- -rlo- 3271 --doshy
7-4-79 RC13C Bottom SabA4260 Passed -do- -do- 307b -doshy
7-9-79 30705 Gidewi -doshy-do- -do- 2494 Failed -do- -do- 3016 Passed -do- -o- 4882 Iased
7-16-79 Top Slab 3107 Passed -do- -do-- 2733 Failedshy-do- Center wall 3825 Passed
-do- -do- 2581 Fsailed
8-31-79 RCBC Sidewall 3895 PLised -do- -do- 4447 Passed
9-1-79 -do- 3838 Passed -do- -do- 4097 Passed
9-22-79 RCBC Top Slab 3195 Pssed -do- -do- 3135 Passed
10-18-79 Sidewall 2480 Failed- -do-- -do- 2534 Failed -do- -do- 3141 Passed
10-25-80 RCBC Top Slab 3281 Passed -do- -do- 2728 Failed -do- -do- 3576 Passed
11-8-79 RCP 1200 2421 Fail ed 11-10-79 -do- 2922 Fai1ed
i1-21-79 -do- 2309 Failed 11-26-7 RCP 60$ 3055 Passed
-do- -do- 2340 Fni] ed -do- -do- 3506 Passed -do- -do- 3397 Passed
11-21-79 RCBC Wingwall 3506 Passed
- 11 shy
11-21-79 11-26-79
-do-11-28-79
-do-4-14-80 -do--do-
3-25-CO0 -do-
3-31-80 -do-
3-27-80 -do--do-4-21-80
-do--do-4-22-80 -do--do-5-3-80 do--do-
Compressive
7-16-79
-do-8-17-79 -do-
R-18-79 -do-
-8_30-79
RCBC Wingwall RCBC Apron
-do-RCBC Wingwall
-do-Pier Balogo Bridge
-do--do-
Coping Abut A -do-
Coping Abut B -do-
Backwall Abut A -do--do-
4089 2922 2962 2630 3840 3801 5677 1842 3094 3172 3545 2814 2387 1943 2457
Coping Abut Mata Bridge 2806
-do- 2612 -do- 3055
Backwall AbutBMata BR2783 -do- 3055 -do- 3358
Girdr Balogo Bridge 3529 -do--do-
Strength
RCP 36
-do-RCP 240
-do-HCP 36
-do--do-
2861 _ ]
Passed Failed Failed Passed Passed Passed compresive strength requi 1 -doshy-doshy-doshy-doshy-do-
Failure Failure FailureO
Failure Failed- Failed- Passed compressive strength requir(d -doshy-doshy-doshy
-doshy
(Feeder Road Nos 401402403)
4664
4567 2736 294 3763 4555 4224
Passed
Passed Failed Failed Passed Passed Passed
-12shy
DRAINAGE amp EROSION WORK
Secondary Road (Minalabac-Antipolo-Hubo)
AS SCHEDULED ACCOMPLISHEDio si zoc Size o s of LM Sta 0 +450 240 14 - wheadwal] Sta 0 + 600 240 16 Sta 0 + 987C24 13 Sta 1 + 04767480 18 480 18 18LM wheadwal Sta 1+17052 48$ 18 480 18 18L14 -do-Sta 1+47500 36$ 10 36t 10 17LM -do-Sta 1+87500 24$ 17 360 17 17LM -do-Sta 2+14382 2410 18 241 18 18LM -do-Sta 2+65212 2 4 1 13 240 13 13LM -do-Sta 2+5372 240 15 24 15 15LM -do- Sta 2+90000 241 14 240 14 14LM -do-Sta 3+11144 360 15 36 15 15LM --do-Sta 3+38945 241A 12LM -doshy2 4 0 12 12 Sta 3+32500 - - 36 12 12LM -do-Sta 3+78700 3610 13 -Jo- 13 13Lv -do-Sta 3+91000 -do- 13 -do- 13 13LM -do-Sta 4+14413 2ii 1$ 13 241 13 13LP -do-Sta 4+36902 -do- 13 -do- 13 13LM -do-Sta 4+85415 - - do- 13 13LM -do-Sta 4+92500 360 15 360 15 15LN -do-Sta 5+18315 - - 24 0 12 12 LM -40-Sta 5+22500 241 16 241 16 16LM -do-Sta 6+42500 241o 15 24110 15 15LM -do-Sta 6+67700 4 15 -do- 15 15LM -do-Sta 6+75530 361 16 36 16 16LM -doshysta 7+25000 480 18 48 18 18LM -do-Sta 8+05500 240 14 240 14 14LM -do-Sta 8+06600 36 15 360 15 15LI -do-Sta [+07230 e4 0 15 24$ 15 15LM -do-Sta 8+22200 24110 13 240 13 15LN -do-Sta 8+45900 24V 12 240 12 12LM -do-Sta 8+65000 2410 1 24 14 _4LM -doshy
-13shy
FEEDER RIQdCI 01 - flntiplo Lrnnd ST TI I
0 + 175
0 + 425
0 + 713
S+ 075
1 + 357
1 + r5087
2 + 051
2 + 32660
2 + 53950
2 + 675
3 + 0555
3 + 325
3 + 675
4 + 848
4 + 087 A5
4 + 24470
4 590
4 8+
AS SCH-Si-e
210
3610
4811
1
30
4 0
360
360
Z0
4
48V
4i0
4 0
48
43
-180
40
-
DUL ED e
1212
11
34
9
12
12
22
10
30
11
24
24
13
7
6
4
14scedule
14 shy
tC SI LIC DCE iz7_Lf [CS Of
1 12L1
36 11 IL
481 34-2 lines 24rL
48P 15 191
36 12 12Lii
48 22-2 lit 2 22L
360 12 12Li
36 22--2 lines
2212
10 1OW
480 39-) lines --iu
0 0 11 11 LE
48i 24-2 lines 24W
--do- 411
4UWj 13 1 31di
480 7(extenriled )7Li
18 6 (e-tenled )6L
4 4(exterded )4LI
8 pc 8Lif
eaIwe a dwa l1l1S Ill
Completed
Completed
Complet ed
Completed
Completd
Comiplted
Complecd
Comple 6ed
Completed
Copeted
Complete1
Conpleted
Copletec
Completed
Completed
Completed
Completed
Not in
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
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00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
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21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
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U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
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BACANTIPOLO-I 2IUBO ROADKf_
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T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
____
STATUS OF IADOLAT JiY TESTS
Project Sub-Project No 4 IIubo-3alplusmny_ 1oad 02
No of Testsii A RII I A L S ostimatedIloof test On BwileP llance
106 Excavation fort D -1 - D - 1 structures 2)0 cun QampP - 1 - C I amp P- 1
107 Comon orrow 226 -0 D - 79 D - 72 D - 7 cuI1 ~ CG~P-I6 C)P - 16 None
108 AJ su ase 131cum D - 21 D -10 I D - 11 C P -11 CCP-2 CIGP - 9
110 Foundation Fill 20cum D - 1 - D - 1 SCG amp Pshy
413 Reinf concrete I
pies 3ILi 1 IR-2 - I - 2 060M 09011 6121 I 2IR - 2 IR -4
510 Ra-I t 60 ea I IR - 1I IR - 1 1 t
-9 shy
SA US0P LABAT0m_ TBSTS
Cc trOlc50 OJ 3 Ru b o -ala taeo
- - - cT t-- C o + st
- uaM T -
-
i d tr -tesi e f Balanc e
I | I
Ri i7id ay i - 249 f - 2 NoneBx-vatior O0 72CcumCampp - $Gamp - 50 CGampP-1O
I
106 Excavatio fo 570 cum ) - 2 - 2 C 2amp-1 I Cp amp P-II I
106 Ag subbLse D -t350ztmD - 49 1D - 1 C --3 C -27 CG ampP-4I I
110- Found-ntioi i h - i - D - 1 - 1 - P-1
413 Reinf Coacr-c pipes
0691 2L 1-Li-2 - 1 1--IR-2
0 ) 0 LIM 4il-IR-6 -)
120 M 150 L- -1-3-6 4-I-5
466 Reiiiforced teell - Q-1 ea I None I Size
510 ROW Markers IR - IR
C0141ESGr7 STRENIGTHT eIr ) shy
1Rrt tuc-Conresive I Date Salipled ures derc- 21re-th R B A R K 3
t genteel I I
1 - 10 - 79 TCP 60F 3i0 3 stfctorv - 1)o - --(10- 2070 ichiled
-do- -do- 5070 Saqi sactoy 1 - 22 - 79 RCOP 900 322 -doshy
-do- -do- 3241 -elshy-do- -do- 256i1ailed
2-3-79 HcP 90 3077 Satisfatory -do- -do- 3672 -doshy-do- -do- 3345 tisfa tory
2--2-79 RCP 600 41(11 -doshy-do-- -do- 3675 -doshy-do- -do- 3444
2-21-79 11CP 600 3907 -doshy-do- -do- 3703 -doshy-do- -3o- 3553 -doshy
3- 1i-79 ULgP 60$ 2674 Failed -do- -do- 3001 Satisfacotry -do- -rlo- 3271 --doshy
7-4-79 RC13C Bottom SabA4260 Passed -do- -do- 307b -doshy
7-9-79 30705 Gidewi -doshy-do- -do- 2494 Failed -do- -do- 3016 Passed -do- -o- 4882 Iased
7-16-79 Top Slab 3107 Passed -do- -do-- 2733 Failedshy-do- Center wall 3825 Passed
-do- -do- 2581 Fsailed
8-31-79 RCBC Sidewall 3895 PLised -do- -do- 4447 Passed
9-1-79 -do- 3838 Passed -do- -do- 4097 Passed
9-22-79 RCBC Top Slab 3195 Pssed -do- -do- 3135 Passed
10-18-79 Sidewall 2480 Failed- -do-- -do- 2534 Failed -do- -do- 3141 Passed
10-25-80 RCBC Top Slab 3281 Passed -do- -do- 2728 Failed -do- -do- 3576 Passed
11-8-79 RCP 1200 2421 Fail ed 11-10-79 -do- 2922 Fai1ed
i1-21-79 -do- 2309 Failed 11-26-7 RCP 60$ 3055 Passed
-do- -do- 2340 Fni] ed -do- -do- 3506 Passed -do- -do- 3397 Passed
11-21-79 RCBC Wingwall 3506 Passed
- 11 shy
11-21-79 11-26-79
-do-11-28-79
-do-4-14-80 -do--do-
3-25-CO0 -do-
3-31-80 -do-
3-27-80 -do--do-4-21-80
-do--do-4-22-80 -do--do-5-3-80 do--do-
Compressive
7-16-79
-do-8-17-79 -do-
R-18-79 -do-
-8_30-79
RCBC Wingwall RCBC Apron
-do-RCBC Wingwall
-do-Pier Balogo Bridge
-do--do-
Coping Abut A -do-
Coping Abut B -do-
Backwall Abut A -do--do-
4089 2922 2962 2630 3840 3801 5677 1842 3094 3172 3545 2814 2387 1943 2457
Coping Abut Mata Bridge 2806
-do- 2612 -do- 3055
Backwall AbutBMata BR2783 -do- 3055 -do- 3358
Girdr Balogo Bridge 3529 -do--do-
Strength
RCP 36
-do-RCP 240
-do-HCP 36
-do--do-
2861 _ ]
Passed Failed Failed Passed Passed Passed compresive strength requi 1 -doshy-doshy-doshy-doshy-do-
Failure Failure FailureO
Failure Failed- Failed- Passed compressive strength requir(d -doshy-doshy-doshy
-doshy
(Feeder Road Nos 401402403)
4664
4567 2736 294 3763 4555 4224
Passed
Passed Failed Failed Passed Passed Passed
-12shy
DRAINAGE amp EROSION WORK
Secondary Road (Minalabac-Antipolo-Hubo)
AS SCHEDULED ACCOMPLISHEDio si zoc Size o s of LM Sta 0 +450 240 14 - wheadwal] Sta 0 + 600 240 16 Sta 0 + 987C24 13 Sta 1 + 04767480 18 480 18 18LM wheadwal Sta 1+17052 48$ 18 480 18 18L14 -do-Sta 1+47500 36$ 10 36t 10 17LM -do-Sta 1+87500 24$ 17 360 17 17LM -do-Sta 2+14382 2410 18 241 18 18LM -do-Sta 2+65212 2 4 1 13 240 13 13LM -do-Sta 2+5372 240 15 24 15 15LM -do- Sta 2+90000 241 14 240 14 14LM -do-Sta 3+11144 360 15 36 15 15LM --do-Sta 3+38945 241A 12LM -doshy2 4 0 12 12 Sta 3+32500 - - 36 12 12LM -do-Sta 3+78700 3610 13 -Jo- 13 13Lv -do-Sta 3+91000 -do- 13 -do- 13 13LM -do-Sta 4+14413 2ii 1$ 13 241 13 13LP -do-Sta 4+36902 -do- 13 -do- 13 13LM -do-Sta 4+85415 - - do- 13 13LM -do-Sta 4+92500 360 15 360 15 15LN -do-Sta 5+18315 - - 24 0 12 12 LM -40-Sta 5+22500 241 16 241 16 16LM -do-Sta 6+42500 241o 15 24110 15 15LM -do-Sta 6+67700 4 15 -do- 15 15LM -do-Sta 6+75530 361 16 36 16 16LM -doshysta 7+25000 480 18 48 18 18LM -do-Sta 8+05500 240 14 240 14 14LM -do-Sta 8+06600 36 15 360 15 15LI -do-Sta [+07230 e4 0 15 24$ 15 15LM -do-Sta 8+22200 24110 13 240 13 15LN -do-Sta 8+45900 24V 12 240 12 12LM -do-Sta 8+65000 2410 1 24 14 _4LM -doshy
-13shy
FEEDER RIQdCI 01 - flntiplo Lrnnd ST TI I
0 + 175
0 + 425
0 + 713
S+ 075
1 + 357
1 + r5087
2 + 051
2 + 32660
2 + 53950
2 + 675
3 + 0555
3 + 325
3 + 675
4 + 848
4 + 087 A5
4 + 24470
4 590
4 8+
AS SCH-Si-e
210
3610
4811
1
30
4 0
360
360
Z0
4
48V
4i0
4 0
48
43
-180
40
-
DUL ED e
1212
11
34
9
12
12
22
10
30
11
24
24
13
7
6
4
14scedule
14 shy
tC SI LIC DCE iz7_Lf [CS Of
1 12L1
36 11 IL
481 34-2 lines 24rL
48P 15 191
36 12 12Lii
48 22-2 lit 2 22L
360 12 12Li
36 22--2 lines
2212
10 1OW
480 39-) lines --iu
0 0 11 11 LE
48i 24-2 lines 24W
--do- 411
4UWj 13 1 31di
480 7(extenriled )7Li
18 6 (e-tenled )6L
4 4(exterded )4LI
8 pc 8Lif
eaIwe a dwa l1l1S Ill
Completed
Completed
Complet ed
Completed
Completd
Comiplted
Complecd
Comple 6ed
Completed
Copeted
Complete1
Conpleted
Copletec
Completed
Completed
Completed
Completed
Not in
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
MINAA BA - AN IN
r A
F
r0
14a~
43 Lz
4~~~OT 4 1 A 31~w~ 3 v- ~p 31 NOV~ 30
4k
44tIA444
44~4 4 t444 ~ 206 ~ $ ~ 4 ~ ~ 44~ 442974
4 i4 4 4 ~
-
f iY4 111-shy 1
5 5~- 3 8 -1 5
5a ZO 5 ~5 2~~7 64- 5-g 9 I 7 6 8 2 5 2~ 5
53l e49O 0 1IO57 9484 0 9~~~~~~~~~~~~~ 9~~~~8206 o 21 3 ~7 9 g5 5 ~ 4 9 9~5 0sI 3 2
543
4475206
-MINAiLAACANIO -3C L 31 AtfG- EPLI3iSEamp 30OCT 131 _NOV 30DE3
23 27_ 29 328UM
lkS mym
ME~~shy
z ~~
77 U ltUl Ai
17 6 1- 14d 6 ~4
9959 62 1004
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1~~ P- 0 -wNo -
NTlPL -H S ROA APK A31 ~~31 DEC31 JAN31 tFB 9 MAR31 AR3 A3
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61334
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~344378i 4 X ~ tt
62
1977
084
09 0 j
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71892)t~~b~i~St5 36f-46 3tJ~S
65 70
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~t$4tt3-89 49 387
7
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30 OCT 31 NV30MAY 1 JN~3JW~3lSEP AY33
-shy
4 2 4 379 02+2 442-68222$F5561954 2 8$-
8 09222 2 2 I V 2 2 2~ $ AI2 ~ ~
8 0 t7 6
NO3O
~ 1
~3
DE~3
PREVOUS CCOMPIIEN
PRGRESS THIS RPR
SCHEDULED WORK -SCHEUED ACOPLISHMT
ME-ATALA-OPLSMET17NAUE
JN~I EB28 MA~3 AR~O
RESET
A~i
EN TATr
IR
A AP W t3
64 75 8~14c
t A A~ A A
~ ~ ~A ~(t t A AA A A VA777~
-t-------------=
AT AmAT ~ 4 ~A
A Ism
A A~ AA752AA
2 5286 24j72 95-8136 7O 11 1861G
34 6547 I2 9ls 34096393 T3 656 1IO7 131285269239 940 4~Q39
SC ED ED ORESE
SCHEDULEDcA~OPI HMENT 4-A~~UALAccMPLSHMNT
3 E ~PY AET
AUTGU~ 598 ENAdE EXYJfDATE -2namp Revsion
FE8~2MAR~I APR3O i~AW3IJNW3O JUIi
IT _M$
- 7~
62 ~~~ ~ 51107 ~ 2474 ~1 01611 ~8 ~ t
10 4 2 6
31t5 44amp9 6j801I ~ j5269 3 14 04 80 9 1 434LS 43
7 77777
OOF~R118E~ ~ ~ ~liVE 1 WI I~IIYDT
GUS198 5 y EEXPIRY DAT 2nARevision
43 W -OCr Io ACCOM D
- -
9~ ___ ___ ____
VF ____ -
60-1
SSC6 42 4-954 I i102
4-2 644 5254O 2 60 -75 ~~~ 52 ~ 1430 ~ 14gVrifl514ie9443~ ~ ~ gt+
---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
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POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
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VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
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BACANTIPOLO-I 2IUBO ROADKf_
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T O-T A-2 L- ro
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Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
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tDEPUTY PROJ MANAGER SR H IG WAY NGNER
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
SA US0P LABAT0m_ TBSTS
Cc trOlc50 OJ 3 Ru b o -ala taeo
- - - cT t-- C o + st
- uaM T -
-
i d tr -tesi e f Balanc e
I | I
Ri i7id ay i - 249 f - 2 NoneBx-vatior O0 72CcumCampp - $Gamp - 50 CGampP-1O
I
106 Excavatio fo 570 cum ) - 2 - 2 C 2amp-1 I Cp amp P-II I
106 Ag subbLse D -t350ztmD - 49 1D - 1 C --3 C -27 CG ampP-4I I
110- Found-ntioi i h - i - D - 1 - 1 - P-1
413 Reinf Coacr-c pipes
0691 2L 1-Li-2 - 1 1--IR-2
0 ) 0 LIM 4il-IR-6 -)
120 M 150 L- -1-3-6 4-I-5
466 Reiiiforced teell - Q-1 ea I None I Size
510 ROW Markers IR - IR
C0141ESGr7 STRENIGTHT eIr ) shy
1Rrt tuc-Conresive I Date Salipled ures derc- 21re-th R B A R K 3
t genteel I I
1 - 10 - 79 TCP 60F 3i0 3 stfctorv - 1)o - --(10- 2070 ichiled
-do- -do- 5070 Saqi sactoy 1 - 22 - 79 RCOP 900 322 -doshy
-do- -do- 3241 -elshy-do- -do- 256i1ailed
2-3-79 HcP 90 3077 Satisfatory -do- -do- 3672 -doshy-do- -do- 3345 tisfa tory
2--2-79 RCP 600 41(11 -doshy-do-- -do- 3675 -doshy-do- -do- 3444
2-21-79 11CP 600 3907 -doshy-do- -do- 3703 -doshy-do- -3o- 3553 -doshy
3- 1i-79 ULgP 60$ 2674 Failed -do- -do- 3001 Satisfacotry -do- -rlo- 3271 --doshy
7-4-79 RC13C Bottom SabA4260 Passed -do- -do- 307b -doshy
7-9-79 30705 Gidewi -doshy-do- -do- 2494 Failed -do- -do- 3016 Passed -do- -o- 4882 Iased
7-16-79 Top Slab 3107 Passed -do- -do-- 2733 Failedshy-do- Center wall 3825 Passed
-do- -do- 2581 Fsailed
8-31-79 RCBC Sidewall 3895 PLised -do- -do- 4447 Passed
9-1-79 -do- 3838 Passed -do- -do- 4097 Passed
9-22-79 RCBC Top Slab 3195 Pssed -do- -do- 3135 Passed
10-18-79 Sidewall 2480 Failed- -do-- -do- 2534 Failed -do- -do- 3141 Passed
10-25-80 RCBC Top Slab 3281 Passed -do- -do- 2728 Failed -do- -do- 3576 Passed
11-8-79 RCP 1200 2421 Fail ed 11-10-79 -do- 2922 Fai1ed
i1-21-79 -do- 2309 Failed 11-26-7 RCP 60$ 3055 Passed
-do- -do- 2340 Fni] ed -do- -do- 3506 Passed -do- -do- 3397 Passed
11-21-79 RCBC Wingwall 3506 Passed
- 11 shy
11-21-79 11-26-79
-do-11-28-79
-do-4-14-80 -do--do-
3-25-CO0 -do-
3-31-80 -do-
3-27-80 -do--do-4-21-80
-do--do-4-22-80 -do--do-5-3-80 do--do-
Compressive
7-16-79
-do-8-17-79 -do-
R-18-79 -do-
-8_30-79
RCBC Wingwall RCBC Apron
-do-RCBC Wingwall
-do-Pier Balogo Bridge
-do--do-
Coping Abut A -do-
Coping Abut B -do-
Backwall Abut A -do--do-
4089 2922 2962 2630 3840 3801 5677 1842 3094 3172 3545 2814 2387 1943 2457
Coping Abut Mata Bridge 2806
-do- 2612 -do- 3055
Backwall AbutBMata BR2783 -do- 3055 -do- 3358
Girdr Balogo Bridge 3529 -do--do-
Strength
RCP 36
-do-RCP 240
-do-HCP 36
-do--do-
2861 _ ]
Passed Failed Failed Passed Passed Passed compresive strength requi 1 -doshy-doshy-doshy-doshy-do-
Failure Failure FailureO
Failure Failed- Failed- Passed compressive strength requir(d -doshy-doshy-doshy
-doshy
(Feeder Road Nos 401402403)
4664
4567 2736 294 3763 4555 4224
Passed
Passed Failed Failed Passed Passed Passed
-12shy
DRAINAGE amp EROSION WORK
Secondary Road (Minalabac-Antipolo-Hubo)
AS SCHEDULED ACCOMPLISHEDio si zoc Size o s of LM Sta 0 +450 240 14 - wheadwal] Sta 0 + 600 240 16 Sta 0 + 987C24 13 Sta 1 + 04767480 18 480 18 18LM wheadwal Sta 1+17052 48$ 18 480 18 18L14 -do-Sta 1+47500 36$ 10 36t 10 17LM -do-Sta 1+87500 24$ 17 360 17 17LM -do-Sta 2+14382 2410 18 241 18 18LM -do-Sta 2+65212 2 4 1 13 240 13 13LM -do-Sta 2+5372 240 15 24 15 15LM -do- Sta 2+90000 241 14 240 14 14LM -do-Sta 3+11144 360 15 36 15 15LM --do-Sta 3+38945 241A 12LM -doshy2 4 0 12 12 Sta 3+32500 - - 36 12 12LM -do-Sta 3+78700 3610 13 -Jo- 13 13Lv -do-Sta 3+91000 -do- 13 -do- 13 13LM -do-Sta 4+14413 2ii 1$ 13 241 13 13LP -do-Sta 4+36902 -do- 13 -do- 13 13LM -do-Sta 4+85415 - - do- 13 13LM -do-Sta 4+92500 360 15 360 15 15LN -do-Sta 5+18315 - - 24 0 12 12 LM -40-Sta 5+22500 241 16 241 16 16LM -do-Sta 6+42500 241o 15 24110 15 15LM -do-Sta 6+67700 4 15 -do- 15 15LM -do-Sta 6+75530 361 16 36 16 16LM -doshysta 7+25000 480 18 48 18 18LM -do-Sta 8+05500 240 14 240 14 14LM -do-Sta 8+06600 36 15 360 15 15LI -do-Sta [+07230 e4 0 15 24$ 15 15LM -do-Sta 8+22200 24110 13 240 13 15LN -do-Sta 8+45900 24V 12 240 12 12LM -do-Sta 8+65000 2410 1 24 14 _4LM -doshy
-13shy
FEEDER RIQdCI 01 - flntiplo Lrnnd ST TI I
0 + 175
0 + 425
0 + 713
S+ 075
1 + 357
1 + r5087
2 + 051
2 + 32660
2 + 53950
2 + 675
3 + 0555
3 + 325
3 + 675
4 + 848
4 + 087 A5
4 + 24470
4 590
4 8+
AS SCH-Si-e
210
3610
4811
1
30
4 0
360
360
Z0
4
48V
4i0
4 0
48
43
-180
40
-
DUL ED e
1212
11
34
9
12
12
22
10
30
11
24
24
13
7
6
4
14scedule
14 shy
tC SI LIC DCE iz7_Lf [CS Of
1 12L1
36 11 IL
481 34-2 lines 24rL
48P 15 191
36 12 12Lii
48 22-2 lit 2 22L
360 12 12Li
36 22--2 lines
2212
10 1OW
480 39-) lines --iu
0 0 11 11 LE
48i 24-2 lines 24W
--do- 411
4UWj 13 1 31di
480 7(extenriled )7Li
18 6 (e-tenled )6L
4 4(exterded )4LI
8 pc 8Lif
eaIwe a dwa l1l1S Ill
Completed
Completed
Complet ed
Completed
Completd
Comiplted
Complecd
Comple 6ed
Completed
Copeted
Complete1
Conpleted
Copletec
Completed
Completed
Completed
Completed
Not in
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
MINAA BA - AN IN
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SCHEDULED WORK -SCHEUED ACOPLISHMT
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34 6547 I2 9ls 34096393 T3 656 1IO7 131285269239 940 4~Q39
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---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
~~~ RRSLO
RMRALk
-ML-SNEAN
T T ~ ~~ ~ ~
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SATAO 2-L
G-A UT L R
EERR MABNE
amp APWER SCELE OFCONSULT
71 8RO Sl 1~1
POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
RMATS ENGR-
CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
RE ~ ~ ~ ~ uB PROJECTefn~~~~ NO4
4TORRABAALS tNR -c I 4R4k
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B-PROJECT N 4 MINALABAC -ANTIPOLO -HUBO~ ROAD
( 4lt
U ~E[N EY A ff F )
44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
3C
SU60rA7~2~
-1C L 1t
~
W-1
3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
C0141ESGr7 STRENIGTHT eIr ) shy
1Rrt tuc-Conresive I Date Salipled ures derc- 21re-th R B A R K 3
t genteel I I
1 - 10 - 79 TCP 60F 3i0 3 stfctorv - 1)o - --(10- 2070 ichiled
-do- -do- 5070 Saqi sactoy 1 - 22 - 79 RCOP 900 322 -doshy
-do- -do- 3241 -elshy-do- -do- 256i1ailed
2-3-79 HcP 90 3077 Satisfatory -do- -do- 3672 -doshy-do- -do- 3345 tisfa tory
2--2-79 RCP 600 41(11 -doshy-do-- -do- 3675 -doshy-do- -do- 3444
2-21-79 11CP 600 3907 -doshy-do- -do- 3703 -doshy-do- -3o- 3553 -doshy
3- 1i-79 ULgP 60$ 2674 Failed -do- -do- 3001 Satisfacotry -do- -rlo- 3271 --doshy
7-4-79 RC13C Bottom SabA4260 Passed -do- -do- 307b -doshy
7-9-79 30705 Gidewi -doshy-do- -do- 2494 Failed -do- -do- 3016 Passed -do- -o- 4882 Iased
7-16-79 Top Slab 3107 Passed -do- -do-- 2733 Failedshy-do- Center wall 3825 Passed
-do- -do- 2581 Fsailed
8-31-79 RCBC Sidewall 3895 PLised -do- -do- 4447 Passed
9-1-79 -do- 3838 Passed -do- -do- 4097 Passed
9-22-79 RCBC Top Slab 3195 Pssed -do- -do- 3135 Passed
10-18-79 Sidewall 2480 Failed- -do-- -do- 2534 Failed -do- -do- 3141 Passed
10-25-80 RCBC Top Slab 3281 Passed -do- -do- 2728 Failed -do- -do- 3576 Passed
11-8-79 RCP 1200 2421 Fail ed 11-10-79 -do- 2922 Fai1ed
i1-21-79 -do- 2309 Failed 11-26-7 RCP 60$ 3055 Passed
-do- -do- 2340 Fni] ed -do- -do- 3506 Passed -do- -do- 3397 Passed
11-21-79 RCBC Wingwall 3506 Passed
- 11 shy
11-21-79 11-26-79
-do-11-28-79
-do-4-14-80 -do--do-
3-25-CO0 -do-
3-31-80 -do-
3-27-80 -do--do-4-21-80
-do--do-4-22-80 -do--do-5-3-80 do--do-
Compressive
7-16-79
-do-8-17-79 -do-
R-18-79 -do-
-8_30-79
RCBC Wingwall RCBC Apron
-do-RCBC Wingwall
-do-Pier Balogo Bridge
-do--do-
Coping Abut A -do-
Coping Abut B -do-
Backwall Abut A -do--do-
4089 2922 2962 2630 3840 3801 5677 1842 3094 3172 3545 2814 2387 1943 2457
Coping Abut Mata Bridge 2806
-do- 2612 -do- 3055
Backwall AbutBMata BR2783 -do- 3055 -do- 3358
Girdr Balogo Bridge 3529 -do--do-
Strength
RCP 36
-do-RCP 240
-do-HCP 36
-do--do-
2861 _ ]
Passed Failed Failed Passed Passed Passed compresive strength requi 1 -doshy-doshy-doshy-doshy-do-
Failure Failure FailureO
Failure Failed- Failed- Passed compressive strength requir(d -doshy-doshy-doshy
-doshy
(Feeder Road Nos 401402403)
4664
4567 2736 294 3763 4555 4224
Passed
Passed Failed Failed Passed Passed Passed
-12shy
DRAINAGE amp EROSION WORK
Secondary Road (Minalabac-Antipolo-Hubo)
AS SCHEDULED ACCOMPLISHEDio si zoc Size o s of LM Sta 0 +450 240 14 - wheadwal] Sta 0 + 600 240 16 Sta 0 + 987C24 13 Sta 1 + 04767480 18 480 18 18LM wheadwal Sta 1+17052 48$ 18 480 18 18L14 -do-Sta 1+47500 36$ 10 36t 10 17LM -do-Sta 1+87500 24$ 17 360 17 17LM -do-Sta 2+14382 2410 18 241 18 18LM -do-Sta 2+65212 2 4 1 13 240 13 13LM -do-Sta 2+5372 240 15 24 15 15LM -do- Sta 2+90000 241 14 240 14 14LM -do-Sta 3+11144 360 15 36 15 15LM --do-Sta 3+38945 241A 12LM -doshy2 4 0 12 12 Sta 3+32500 - - 36 12 12LM -do-Sta 3+78700 3610 13 -Jo- 13 13Lv -do-Sta 3+91000 -do- 13 -do- 13 13LM -do-Sta 4+14413 2ii 1$ 13 241 13 13LP -do-Sta 4+36902 -do- 13 -do- 13 13LM -do-Sta 4+85415 - - do- 13 13LM -do-Sta 4+92500 360 15 360 15 15LN -do-Sta 5+18315 - - 24 0 12 12 LM -40-Sta 5+22500 241 16 241 16 16LM -do-Sta 6+42500 241o 15 24110 15 15LM -do-Sta 6+67700 4 15 -do- 15 15LM -do-Sta 6+75530 361 16 36 16 16LM -doshysta 7+25000 480 18 48 18 18LM -do-Sta 8+05500 240 14 240 14 14LM -do-Sta 8+06600 36 15 360 15 15LI -do-Sta [+07230 e4 0 15 24$ 15 15LM -do-Sta 8+22200 24110 13 240 13 15LN -do-Sta 8+45900 24V 12 240 12 12LM -do-Sta 8+65000 2410 1 24 14 _4LM -doshy
-13shy
FEEDER RIQdCI 01 - flntiplo Lrnnd ST TI I
0 + 175
0 + 425
0 + 713
S+ 075
1 + 357
1 + r5087
2 + 051
2 + 32660
2 + 53950
2 + 675
3 + 0555
3 + 325
3 + 675
4 + 848
4 + 087 A5
4 + 24470
4 590
4 8+
AS SCH-Si-e
210
3610
4811
1
30
4 0
360
360
Z0
4
48V
4i0
4 0
48
43
-180
40
-
DUL ED e
1212
11
34
9
12
12
22
10
30
11
24
24
13
7
6
4
14scedule
14 shy
tC SI LIC DCE iz7_Lf [CS Of
1 12L1
36 11 IL
481 34-2 lines 24rL
48P 15 191
36 12 12Lii
48 22-2 lit 2 22L
360 12 12Li
36 22--2 lines
2212
10 1OW
480 39-) lines --iu
0 0 11 11 LE
48i 24-2 lines 24W
--do- 411
4UWj 13 1 31di
480 7(extenriled )7Li
18 6 (e-tenled )6L
4 4(exterded )4LI
8 pc 8Lif
eaIwe a dwa l1l1S Ill
Completed
Completed
Complet ed
Completed
Completd
Comiplted
Complecd
Comple 6ed
Completed
Copeted
Complete1
Conpleted
Copletec
Completed
Completed
Completed
Completed
Not in
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
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BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
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E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
11-21-79 11-26-79
-do-11-28-79
-do-4-14-80 -do--do-
3-25-CO0 -do-
3-31-80 -do-
3-27-80 -do--do-4-21-80
-do--do-4-22-80 -do--do-5-3-80 do--do-
Compressive
7-16-79
-do-8-17-79 -do-
R-18-79 -do-
-8_30-79
RCBC Wingwall RCBC Apron
-do-RCBC Wingwall
-do-Pier Balogo Bridge
-do--do-
Coping Abut A -do-
Coping Abut B -do-
Backwall Abut A -do--do-
4089 2922 2962 2630 3840 3801 5677 1842 3094 3172 3545 2814 2387 1943 2457
Coping Abut Mata Bridge 2806
-do- 2612 -do- 3055
Backwall AbutBMata BR2783 -do- 3055 -do- 3358
Girdr Balogo Bridge 3529 -do--do-
Strength
RCP 36
-do-RCP 240
-do-HCP 36
-do--do-
2861 _ ]
Passed Failed Failed Passed Passed Passed compresive strength requi 1 -doshy-doshy-doshy-doshy-do-
Failure Failure FailureO
Failure Failed- Failed- Passed compressive strength requir(d -doshy-doshy-doshy
-doshy
(Feeder Road Nos 401402403)
4664
4567 2736 294 3763 4555 4224
Passed
Passed Failed Failed Passed Passed Passed
-12shy
DRAINAGE amp EROSION WORK
Secondary Road (Minalabac-Antipolo-Hubo)
AS SCHEDULED ACCOMPLISHEDio si zoc Size o s of LM Sta 0 +450 240 14 - wheadwal] Sta 0 + 600 240 16 Sta 0 + 987C24 13 Sta 1 + 04767480 18 480 18 18LM wheadwal Sta 1+17052 48$ 18 480 18 18L14 -do-Sta 1+47500 36$ 10 36t 10 17LM -do-Sta 1+87500 24$ 17 360 17 17LM -do-Sta 2+14382 2410 18 241 18 18LM -do-Sta 2+65212 2 4 1 13 240 13 13LM -do-Sta 2+5372 240 15 24 15 15LM -do- Sta 2+90000 241 14 240 14 14LM -do-Sta 3+11144 360 15 36 15 15LM --do-Sta 3+38945 241A 12LM -doshy2 4 0 12 12 Sta 3+32500 - - 36 12 12LM -do-Sta 3+78700 3610 13 -Jo- 13 13Lv -do-Sta 3+91000 -do- 13 -do- 13 13LM -do-Sta 4+14413 2ii 1$ 13 241 13 13LP -do-Sta 4+36902 -do- 13 -do- 13 13LM -do-Sta 4+85415 - - do- 13 13LM -do-Sta 4+92500 360 15 360 15 15LN -do-Sta 5+18315 - - 24 0 12 12 LM -40-Sta 5+22500 241 16 241 16 16LM -do-Sta 6+42500 241o 15 24110 15 15LM -do-Sta 6+67700 4 15 -do- 15 15LM -do-Sta 6+75530 361 16 36 16 16LM -doshysta 7+25000 480 18 48 18 18LM -do-Sta 8+05500 240 14 240 14 14LM -do-Sta 8+06600 36 15 360 15 15LI -do-Sta [+07230 e4 0 15 24$ 15 15LM -do-Sta 8+22200 24110 13 240 13 15LN -do-Sta 8+45900 24V 12 240 12 12LM -do-Sta 8+65000 2410 1 24 14 _4LM -doshy
-13shy
FEEDER RIQdCI 01 - flntiplo Lrnnd ST TI I
0 + 175
0 + 425
0 + 713
S+ 075
1 + 357
1 + r5087
2 + 051
2 + 32660
2 + 53950
2 + 675
3 + 0555
3 + 325
3 + 675
4 + 848
4 + 087 A5
4 + 24470
4 590
4 8+
AS SCH-Si-e
210
3610
4811
1
30
4 0
360
360
Z0
4
48V
4i0
4 0
48
43
-180
40
-
DUL ED e
1212
11
34
9
12
12
22
10
30
11
24
24
13
7
6
4
14scedule
14 shy
tC SI LIC DCE iz7_Lf [CS Of
1 12L1
36 11 IL
481 34-2 lines 24rL
48P 15 191
36 12 12Lii
48 22-2 lit 2 22L
360 12 12Li
36 22--2 lines
2212
10 1OW
480 39-) lines --iu
0 0 11 11 LE
48i 24-2 lines 24W
--do- 411
4UWj 13 1 31di
480 7(extenriled )7Li
18 6 (e-tenled )6L
4 4(exterded )4LI
8 pc 8Lif
eaIwe a dwa l1l1S Ill
Completed
Completed
Complet ed
Completed
Completd
Comiplted
Complecd
Comple 6ed
Completed
Copeted
Complete1
Conpleted
Copletec
Completed
Completed
Completed
Completed
Not in
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
MINAA BA - AN IN
r A
F
r0
14a~
43 Lz
4~~~OT 4 1 A 31~w~ 3 v- ~p 31 NOV~ 30
4k
44tIA444
44~4 4 t444 ~ 206 ~ $ ~ 4 ~ ~ 44~ 442974
4 i4 4 4 ~
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53l e49O 0 1IO57 9484 0 9~~~~~~~~~~~~~ 9~~~~8206 o 21 3 ~7 9 g5 5 ~ 4 9 9~5 0sI 3 2
543
4475206
-MINAiLAACANIO -3C L 31 AtfG- EPLI3iSEamp 30OCT 131 _NOV 30DE3
23 27_ 29 328UM
lkS mym
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77 U ltUl Ai
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1977
084
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71892)t~~b~i~St5 36f-46 3tJ~S
65 70
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30 OCT 31 NV30MAY 1 JN~3JW~3lSEP AY33
-shy
4 2 4 379 02+2 442-68222$F5561954 2 8$-
8 09222 2 2 I V 2 2 2~ $ AI2 ~ ~
8 0 t7 6
NO3O
~ 1
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DE~3
PREVOUS CCOMPIIEN
PRGRESS THIS RPR
SCHEDULED WORK -SCHEUED ACOPLISHMT
ME-ATALA-OPLSMET17NAUE
JN~I EB28 MA~3 AR~O
RESET
A~i
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IR
A AP W t3
64 75 8~14c
t A A~ A A
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AT AmAT ~ 4 ~A
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A A~ AA752AA
2 5286 24j72 95-8136 7O 11 1861G
34 6547 I2 9ls 34096393 T3 656 1IO7 131285269239 940 4~Q39
SC ED ED ORESE
SCHEDULEDcA~OPI HMENT 4-A~~UALAccMPLSHMNT
3 E ~PY AET
AUTGU~ 598 ENAdE EXYJfDATE -2namp Revsion
FE8~2MAR~I APR3O i~AW3IJNW3O JUIi
IT _M$
- 7~
62 ~~~ ~ 51107 ~ 2474 ~1 01611 ~8 ~ t
10 4 2 6
31t5 44amp9 6j801I ~ j5269 3 14 04 80 9 1 434LS 43
7 77777
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GUS198 5 y EEXPIRY DAT 2nARevision
43 W -OCr Io ACCOM D
- -
9~ ___ ___ ____
VF ____ -
60-1
SSC6 42 4-954 I i102
4-2 644 5254O 2 60 -75 ~~~ 52 ~ 1430 ~ 14gVrifl514ie9443~ ~ ~ gt+
---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
~~~ RRSLO
RMRALk
-ML-SNEAN
T T ~ ~~ ~ ~
J
R4 E R
SATAO 2-L
G-A UT L R
EERR MABNE
amp APWER SCELE OFCONSULT
71 8RO Sl 1~1
POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
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VEL~PMENT PRIECT
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BACANTIPOLO-I 2IUBO ROADKf_
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T O-T A-2 L- ro
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Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
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tDEPUTY PROJ MANAGER SR H IG WAY NGNER
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(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
DRAINAGE amp EROSION WORK
Secondary Road (Minalabac-Antipolo-Hubo)
AS SCHEDULED ACCOMPLISHEDio si zoc Size o s of LM Sta 0 +450 240 14 - wheadwal] Sta 0 + 600 240 16 Sta 0 + 987C24 13 Sta 1 + 04767480 18 480 18 18LM wheadwal Sta 1+17052 48$ 18 480 18 18L14 -do-Sta 1+47500 36$ 10 36t 10 17LM -do-Sta 1+87500 24$ 17 360 17 17LM -do-Sta 2+14382 2410 18 241 18 18LM -do-Sta 2+65212 2 4 1 13 240 13 13LM -do-Sta 2+5372 240 15 24 15 15LM -do- Sta 2+90000 241 14 240 14 14LM -do-Sta 3+11144 360 15 36 15 15LM --do-Sta 3+38945 241A 12LM -doshy2 4 0 12 12 Sta 3+32500 - - 36 12 12LM -do-Sta 3+78700 3610 13 -Jo- 13 13Lv -do-Sta 3+91000 -do- 13 -do- 13 13LM -do-Sta 4+14413 2ii 1$ 13 241 13 13LP -do-Sta 4+36902 -do- 13 -do- 13 13LM -do-Sta 4+85415 - - do- 13 13LM -do-Sta 4+92500 360 15 360 15 15LN -do-Sta 5+18315 - - 24 0 12 12 LM -40-Sta 5+22500 241 16 241 16 16LM -do-Sta 6+42500 241o 15 24110 15 15LM -do-Sta 6+67700 4 15 -do- 15 15LM -do-Sta 6+75530 361 16 36 16 16LM -doshysta 7+25000 480 18 48 18 18LM -do-Sta 8+05500 240 14 240 14 14LM -do-Sta 8+06600 36 15 360 15 15LI -do-Sta [+07230 e4 0 15 24$ 15 15LM -do-Sta 8+22200 24110 13 240 13 15LN -do-Sta 8+45900 24V 12 240 12 12LM -do-Sta 8+65000 2410 1 24 14 _4LM -doshy
-13shy
FEEDER RIQdCI 01 - flntiplo Lrnnd ST TI I
0 + 175
0 + 425
0 + 713
S+ 075
1 + 357
1 + r5087
2 + 051
2 + 32660
2 + 53950
2 + 675
3 + 0555
3 + 325
3 + 675
4 + 848
4 + 087 A5
4 + 24470
4 590
4 8+
AS SCH-Si-e
210
3610
4811
1
30
4 0
360
360
Z0
4
48V
4i0
4 0
48
43
-180
40
-
DUL ED e
1212
11
34
9
12
12
22
10
30
11
24
24
13
7
6
4
14scedule
14 shy
tC SI LIC DCE iz7_Lf [CS Of
1 12L1
36 11 IL
481 34-2 lines 24rL
48P 15 191
36 12 12Lii
48 22-2 lit 2 22L
360 12 12Li
36 22--2 lines
2212
10 1OW
480 39-) lines --iu
0 0 11 11 LE
48i 24-2 lines 24W
--do- 411
4UWj 13 1 31di
480 7(extenriled )7Li
18 6 (e-tenled )6L
4 4(exterded )4LI
8 pc 8Lif
eaIwe a dwa l1l1S Ill
Completed
Completed
Complet ed
Completed
Completd
Comiplted
Complecd
Comple 6ed
Completed
Copeted
Complete1
Conpleted
Copletec
Completed
Completed
Completed
Completed
Not in
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
MINAA BA - AN IN
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PREVOUS CCOMPIIEN
PRGRESS THIS RPR
SCHEDULED WORK -SCHEUED ACOPLISHMT
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34 6547 I2 9ls 34096393 T3 656 1IO7 131285269239 940 4~Q39
SC ED ED ORESE
SCHEDULEDcA~OPI HMENT 4-A~~UALAccMPLSHMNT
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AUTGU~ 598 ENAdE EXYJfDATE -2namp Revsion
FE8~2MAR~I APR3O i~AW3IJNW3O JUIi
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---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
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POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
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CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
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( 4lt
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44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
3C
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3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
FEEDER RIQdCI 01 - flntiplo Lrnnd ST TI I
0 + 175
0 + 425
0 + 713
S+ 075
1 + 357
1 + r5087
2 + 051
2 + 32660
2 + 53950
2 + 675
3 + 0555
3 + 325
3 + 675
4 + 848
4 + 087 A5
4 + 24470
4 590
4 8+
AS SCH-Si-e
210
3610
4811
1
30
4 0
360
360
Z0
4
48V
4i0
4 0
48
43
-180
40
-
DUL ED e
1212
11
34
9
12
12
22
10
30
11
24
24
13
7
6
4
14scedule
14 shy
tC SI LIC DCE iz7_Lf [CS Of
1 12L1
36 11 IL
481 34-2 lines 24rL
48P 15 191
36 12 12Lii
48 22-2 lit 2 22L
360 12 12Li
36 22--2 lines
2212
10 1OW
480 39-) lines --iu
0 0 11 11 LE
48i 24-2 lines 24W
--do- 411
4UWj 13 1 31di
480 7(extenriled )7Li
18 6 (e-tenled )6L
4 4(exterded )4LI
8 pc 8Lif
eaIwe a dwa l1l1S Ill
Completed
Completed
Complet ed
Completed
Completd
Comiplted
Complecd
Comple 6ed
Completed
Copeted
Complete1
Conpleted
Copletec
Completed
Completed
Completed
Completed
Not in
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
MINAA BA - AN IN
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SCHEDULED WORK -SCHEUED ACOPLISHMT
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NAMES AMADO EBANDELARIA
ECFOiITA LEZ
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71 8RO Sl 1~1
POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
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CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
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4TORRABAALS tNR -c I 4R4k
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B-PROJECT N 4 MINALABAC -ANTIPOLO -HUBO~ ROAD
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---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
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BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
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AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
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7shy
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- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
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NTRUCT SPERVS
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
FEEDER RAD N102 - Hubo-Thliwag
AS 717-7p STATIOt - Si-e ~rotpcs Sie
0 + 37380 360 22 360
0 + 84630 36 36 36 0
0 + 96800 3610 12 36NO
1 + 20230 24V 12 24 0
1 - 59800 240 12 2+10
1 + 77010 24 12 24
2 + 125 - 240
2 + 40354 Extsting 1-30 251fx RCP
2 + 32300 3611 12 36liO
2 + 55000 24+ 4 20
C I _
of P
2-21ines
36 -31ines
12
12
12
12
12
to remain
12
14
_ __7
i _oHeadwall
22LIf Completed
36I1 -doshy
12L -shy doshy
12ul -oshy
12I -do-shy
12LH -doshy
12111 o0shy
-d oshy
1212 -d oshy
14L oshy
-15shy
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
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BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
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JAW ITRMESSENGER
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E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
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2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
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t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
FEi 1T RQ D 403 H-Iubo-Bagolato
TI T-- _Q nSdegCULCDSioe ACCaPLi o IMD of pc 1eadwall~Qofs 1 nSie 0 + 13700 30480 4O 30-21ines 30LI1 Completed 0 + 30000 16 480 16 16LI -doshy0 + 50601 plio 4 D E L E T E D 0 + 82500 4(10 22 4810 26 -21ines2611 Completed 1 + 14380 480 24 Re-installed with
2 lines RCP -d10shy1 + 20000 241 11 24V 11 11L -oshy1 + 40000 260 6 36 6 6I -d oshy1 + 601O 36 12 36H 12 12LI -1oshy1 +79134 48y0 16 48 10 lOLT -Completed 1 + 93900 48V 14 48V 10 1OU
Ib- 4 pcs completed1 + 99SI 11 36r-0 12 360 12 1O I Completea
4 + 59363 36$ 17 360 16 16TwJ --]oshy5 + 09700 3610 15 360 14 1411 -doshy5 + 29948 240 11 241O 11 11114 - oshy5 + 75968 3610 13 36 13 1311 -doshy6 + 05000 3610 16 D E L E T E D shy6 + 31500 36 3617 16 16LI-I -doshy
22_16 22 22WComoleted
- 16 shy
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
MINAA BA - AN IN
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PRGRESS THIS RPR
SCHEDULED WORK -SCHEUED ACOPLISHMT
ME-ATALA-OPLSMET17NAUE
JN~I EB28 MA~3 AR~O
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2 5286 24j72 95-8136 7O 11 1861G
34 6547 I2 9ls 34096393 T3 656 1IO7 131285269239 940 4~Q39
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SCHEDULEDcA~OPI HMENT 4-A~~UALAccMPLSHMNT
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AUTGU~ 598 ENAdE EXYJfDATE -2namp Revsion
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9~ ___ ___ ____
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SSC6 42 4-954 I i102
4-2 644 5254O 2 60 -75 ~~~ 52 ~ 1430 ~ 14gVrifl514ie9443~ ~ ~ gt+
---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
~~~ RRSLO
RMRALk
-ML-SNEAN
T T ~ ~~ ~ ~
J
R4 E R
SATAO 2-L
G-A UT L R
EERR MABNE
amp APWER SCELE OFCONSULT
71 8RO Sl 1~1
POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
RMATS ENGR-
CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
RE ~ ~ ~ ~ uB PROJECTefn~~~~ NO4
4TORRABAALS tNR -c I 4R4k
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RKTPS
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B-PROJECT N 4 MINALABAC -ANTIPOLO -HUBO~ ROAD
( 4lt
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44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
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180 LM RC
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
--------
-TIR August 26 to
1 Au REPORT Sept 2581
PRMOECT H2 IJiALAIC~TIPOLO KiO lOrD Sub-Project To- 4
eWeather Time ExtensionReMrIcs Recommended Aug 26 Cloudy to fa ir Workable27 Fhir None
WorIo ble28 NoneFair29 Iorka bleFair None
fork1a30 Cloudy to f - le Done orkable31 Fair None
Sept 1 forksbleFair with JTone2 Fa ir R light hower orkable Nonr2 onFa ir to coriza air to cloudy ble Noneworoble
4+ Ncne5 FairCloudy W -1 light showerto cloudy orlcble None1Iorchle6 Cloudy None1orkoble7 Coudy w NoneP light shower Iorks ble8Cloudy w Fri None
9 light shower lorable NoneHeavy rain to cloudy Unworkable10 1oucly lit cTounds still One (1) day11 t Un-orlble One (I) dayCloudy but (owuds still wet12 Unor]mbleAll shower to cloudiy One (I) day
Unhorkable13 One (I)F ir to cloudy dayWorkable
15g tlorIm ble None
14 Cloudy toClou13r fair Work- DieWorlm ble NoneNoneNone16 17
F-ir -w R light shower UorimbleI Lo NoneinTclouqy (Typhoon Rubing)Unworkabe18 Int rain One (I)day19 RPiny Unworble One (1) dayto int rain Unorkale20 Int rain One (I) day
UnNorklhle21 Cloud One (I) dayto int rain Univorkable22 Cloudy but --rounds still wet One (I) day
23 Unworkable One (I)Int rain to dayfair UnoI6j24 Cloudv but Cground- still wet 1) One (1) day
Unworl25 Cloudy to int rain ble One (I) day
Unvlor1able fe (1) dyTOTALTOTAL -Iojv07 TEI flICEIL T REWLn)O TII1IN (1 IT --TOTL EXTEJIO1 0 - TiP IOTQ- - 13 daysTV J] P]C0 rJDEP- PAVIOUSLY - - _214 days
G11i]D TGYPAL-----227 days
- 17 shy
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
MINAA BA - AN IN
r A
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BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
BICCI01 ampnr
-~~ A rT T~ EII FQlse Fiji CamariL-ies Sur
K~~ir~~ m rr----- ------- - _ _ __ _ _
Tjj
STF cJ a_
TOTAL
T-2
TE~TA
21 2
1 0I
2 Em uccn e rOz -a~v e
T 1 TT red l y
Lject j~LeM-CIACWTTO4yF ~r
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
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BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
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E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
Name
Perez Teodoro
Espeso Leonardo
Saltco Peeo
Cruz Nestor
Manuel Aguila
Perpetuo Avila
Reyes Efren
Tragante Frisco
Pellosis Eduardo
Asis Leoncio
Luna Freddie
Caisip Rogelio
Leon Luis de
Adao Numeriano
Balong Rodelio
Balonzo Jolito
POLYTRADE CONSTRUCTION INC Minalabac Camarines Sur
LIST OF PEiRSO NN
PoSitCaion
Project Manager
Project Supervisor
Shop S-opervjior
Administrative Officer
CE Draftsman
Lab Tihohnician
Comptroller
Watchman
-do-
-do-
Miechani-c
-do-
Lab Aide
Driver
-do-
DD Operator
Fronoisco Gracjianc Toadcr 0porltor
L ifi ca ilon
Cii Engineer
-do-
Exporienced
B S B A
Civil Engineer
Experienced
-doshy
-doshy
-doshy
-cioshy
-doshy
-doshy
-doshy
-doshy
- oshy
-doshy
-doshy
9 shy
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
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-I2~D41~ Qq9 A 56 54u 08 I705ro200
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21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
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U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
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---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
~~~ RRSLO
RMRALk
-ML-SNEAN
T T ~ ~~ ~ ~
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SATAO 2-L
G-A UT L R
EERR MABNE
amp APWER SCELE OFCONSULT
71 8RO Sl 1~1
POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
RMATS ENGR-
CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
RE ~ ~ ~ ~ uB PROJECTefn~~~~ NO4
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( 4lt
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---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
3C
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3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
BICOL RITVER 2ASfl San~- j )ce plusmn-Ii
D LpiiJr
rCararines
P5EC
Szur
- LTshy
04
ADplusmn
~A~ TTA 7Ap 10
rj fir
1 0 3
1
----X 17 20
EM-10 yees resiciinr Ijitj
~Local Hireed only
h h~ae
(SGD) A17T0olUo
Project
DA-jZcF
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
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---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
~~~ RRSLO
RMRALk
-ML-SNEAN
T T ~ ~~ ~ ~
J
R4 E R
SATAO 2-L
G-A UT L R
EERR MABNE
amp APWER SCELE OFCONSULT
71 8RO Sl 1~1
POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
RMATS ENGR-
CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
RE ~ ~ ~ ~ uB PROJECTefn~~~~ NO4
4TORRABAALS tNR -c I 4R4k
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RKTPS
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B-PROJECT N 4 MINALABAC -ANTIPOLO -HUBO~ ROAD
( 4lt
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44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
Namne
Antonio Banzon
Jaime Tamundong
Marcos Galban
Maximo Maiedoza
Nenita Avila
Armando Bidania
Susan Ovenza
Rolando Dacuzan
Dominador Sabado
Leonardo Valentin
Elpedio Mauricio
Macario Lang-ay
Bernardo Castiljo
Jose Canada
Ruben Jacobe
Ricardo irevalo
Pedro Suyat
GEIUAO G PLEYES CONSTRUCTION
Minalabap Camarines Sur
LIS3T OF PERT3OENEL
Position
Project ianager
Project Ennecr
Roadway Foreman
Structural Foreman
Comptroller
Instrumrnz man
ProDsrty Costudian
Survey Aide
BD Operator
BD Operator
Loader Operator
Roller Operator
Roller Operator
Driver
-do-
-ao-
Overseer
Civil Jngineer
-doshy
Expezjenced
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
-doshy
- 21 shy
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
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Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
Dlniel Santia jo
Tacjo Dulado
Yeiiip DI11a
Peciro flenlki
Rome-o Asada
Andres~ T-enleno
1e NuJLii
Faustino Aburlio~
Eruinwent fHclixtr preo
Mechanic 0
-00shy -do-
L5 I)crer -doshy
-do
40- -0shy
-0 0- o
-d oshy
-22
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
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T O-T A-2 L- ro
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Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
Secondary Rou
A Dump rucks
2 Ford (6-wheeler)
1 Isuu (6-whelcer)
24 Loader
1 irvu-u Loacur
C Grader
I uit raterll]ar
D Rollers
1 Pneiatic - oler
2 Tandes
E Tater
I it on top of 6 wheeler truck F AsphLted Distriutor
Feeder Roudr
A Diim Truch
1 unit 10-heeler Isuu
2 units 6 -wheeler Isuu
D Rolle r
I Tandemn
1 Pneuatic RoLier
- 23 shy
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
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BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
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JAW ITRMESSENGER
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shy2~YBARO LA22 VA2LVAR EZ ~
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2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
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t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
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HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
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i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
0 Loader
1 unit Cater)illar
D Grar er
1 unit aterrilJar
ip 1 unit Cater- liar
L Or JYTICE E A
Typewriter 191 carriaue (ADLER) 1 ea
Ilocden Ojce Des 3 pCs
ilple wOoer chair 5 pos Typ~ng pound hJe 1 po
Dra tiir ThbJe 1 po
LX OF LA IT~q EIImET
S- inch orass i~s 4 1 po0
S- inch 3razs iish 317 1 Pc
o - Lnch DrasJ -1hI c
8 - inch Brass iesh ]34 1 po
S- inch Brass ifesh 3amp 1 Ia
- LnLzass csh IU 1 pc
-PC408- inch IBrass iiesu No 18~ 1 pc
- inch iie 16Crac io 1 pc
8- inch lBrass Iesh IHo 50O 1 pc
- inchl plusmnr-33 iCS 11es o 4 1pc
amp - inch iBrass [clJ NO C 1 pc
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
1 -Jpt
1
set
set
1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
PC
1 il
1 uit
1 seU
1 ui
1 ui
1 set
- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
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21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
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U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
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ECFOiITA LEZ
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BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
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JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
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E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
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2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
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7shy
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-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
-inch Brass HCsh Ho 60
inch Bra-- fe sh IToL100
-inco Lrasss TOol N-o 200
jU1
Te~lv7 cluwbY 20 tico 3-nce 20 Y cip 0cWaC i i111QD
Triple Dea
I
l ce sea
VoluluAetric Xlaiii 350 l
Liqui(7 Li-nit Deviceryroovj j tool
P~austic Lvjt
Cenror-a balajncc 001 cea
cct~-U1-Uar -Dn 11x 4 101
Sq~uare P~m 24 2ii
c~ctioll Mold
HodifieJ Comiinactjon flgt 5ls j
WIasij 1o-Lle 1000 ijil
Field Density Set
iFieilA Bucketu
CO-2jCieC 11113-
Oven Eiectric 11euiiert 7601t90
Ilarvarr~l Trip I3 x-c OhuLe
-ich 3racri 2eve No 4 Zpri Eilaiice 12 lilo Cap
Ccuaction Uo]ct 110 cilft
1 PC
1 PC
set
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1
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1 set
1 set
1 C0
1 pcC
1 PC
1 PC
1 PC
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1 il
1 uit
1 seU
1 ui
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- 25shy
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
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pcs
pC
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pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
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ea Simple wooden chair
Corenter w GI sink
5
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set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
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254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
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BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
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AtORY TECH CLEWK TYPIST
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
FryLi7 Pan 18 x 18
Wire la sket
Cylincl er Told
8 - inch Sieve Dss Pon
6
1
2
1
pcs
pC
pc
pc
8 - inch Pan Jrags Cover w ring 1 Pc Sdmp cone w tamperin rod
Iork tble i20 x 2 Om
1
1
pc
ea Simple wooden chair
Corenter w GI sink
5
1
pcs
set
looden filin cbinet 1 ea ota pler
1 ea
Punchel 1 ea
- 26 shy
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
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SCHEDULED WORK -SCHEUED ACOPLISHMT
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---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
~~~ RRSLO
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( 4lt
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44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
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3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
ITEM NO DES C RIPTION 160-2 Provide and Maintain Office and Laboratory for the Engineer1603 Provide one(I) Unit Four Wheel Drive for the Engineer1604 Provide one(l) Unit Utility Vehicle for the Engineer1605 Laboratory and Office Equipment for the Engineer (as listed)100 Clearing and Grubbing 103-1 (Fr40) Removal of Bridge
105 (Sec) Roadway and Drainage Excavation 105(Fr401402) Roadway Drainageand Excavation 105 (Fr 403) Roadway and Drainage Excavation 105-4 Excavation of Unsuitable Materials 106 (Sec) Excavation for Structures
106(Fr401402403) Excavation for Structures 107 (Sec) Borrow
107(Fr401402) Borrow 108 (Sec) Aggregate Sub-base
108Fr401A02403) Aggregate Sub-base 110bull Foundation IIl IOverhaul (300 m Free haul) 200 IAggregate Base Course302 Medium Curing Cut-Back Asphalt Grade MC-I for Bit Prime Coat314-1 Aggregate Material for BST ( Hot Asphalt Type )314-3 85-100 Penetration Asphalt Cement for BST (Hot Asphalt Type)401- (Fr 401) Timber (Detour) Trestle (Superstructure only on Concrete Pile Bent)402-25 Precast Concrete Piles 402-25a Concrete Test Piles (Furnish and Drive)403 Concrete Railings405 Concrete Class A (Miscellaneous) 405-1( concrete Clas
i
405-1 (Fr 401) Concrete Class A (Bridge) 406 (Sec) Reinforcing Steel
40 (Fr404024103 Reinforcing Steel 413-1(Sec) 030 M0 Reinforced Concrete Pipe
--413 -I (Fr 401) 030 M0 Reinforced Concrete Pipe413-2 060 M 0 Reinforced Concrete Pipe413-3 (sec) 090 M0 Reinforced Concrete Pipe
413-3(FW424 Q90M0 Renoad Concrt Pipe413-4 120 M0 Reinforced Concrete Pipe 500 Riprap and Grouted 510 Right- of - Way Markers
TOTAL
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
0~4I460~ ~ 1000 7 000I~~ 1990- ~ GQo~7~00 0 1 00 4800 013213 1u 72A - -10 -5 12 0000 4PN5 40 0
AM 1500--00~65406d4 ltsect5- 3 f aI7~ 3 IL0750 ~ 3- 30~ 25310 7~I~54q6o2~gt~948 9uma shy
00~02~ A2~ 6100~ - c9m7 j5I689230)84 + 4 1 740 19 Aq-73A4A
-I2~D41~ Qq9 A 56 54u 08 I705ro200
00 i~~ 20~A- 9~ d7 00lA
21300V 0032~2 ~ - 9 L~M - 60~ 600A Q5C
2i36I~~~~~~~~05 t~~2~14~~~~0b39~~ 70A90D093I00000IQO
U2 49 5uii 1902 127000 4)0Q~
254551266 0 7265 947Lcm ~ 6900 433030v00
610 14 cumt 740 JO-RKOZ4
1 2 2576 kg68 7 = 10 o 105______________230___
TOA 0UUATVAMOUNT70- 0
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---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
~~~ RRSLO
RMRALk
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( 4lt
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---------------
VEL~PMENT PRIECT
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I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
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3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
FEBRUARY 771979 S~AR~ OFCONTIRA T TI
W ESTI MAT1ED4 ~ i ~ RROUEC fl~EM DQUANTITYUNI OTAON
0 ~-9IS MALIHE I8iii24NOT4~00 A~0~~i98tOCCOMPS~ ~ ~ ~ ~ m 2Qi00
0985O WSii 7 00OO a E ~101 ~ 45 0I5I00O0
t25O00Zj6~L~16 100 21O 2I~~~33 210 m(Y4Su9~m r
2~~~I~~~7e45~~~ 810I~6~u W 45 I90
5116A 4 501cUm -4 03Iloo3 10 90- 4 0
0r0501976 26 43357250050 01~5-L99449- 14 341 m200s aA807 030
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---
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ECFOiITA LEZ
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( 4lt
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---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
3C
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3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
MINAA BA - AN IN
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BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
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E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
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-C DANItLA
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f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
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t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
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BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
4475206
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BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
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NTRUCT SPERVS
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
1~~ P- 0 -wNo -
NTlPL -H S ROA APK A31 ~~31 DEC31 JAN31 tFB 9 MAR31 AR3 A3
V
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TAFFO GNT INSUPERVG ISION
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BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
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Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
30 OCT 31 NV30MAY 1 JN~3JW~3lSEP AY33
-shy
4 2 4 379 02+2 442-68222$F5561954 2 8$-
8 09222 2 2 I V 2 2 2~ $ AI2 ~ ~
8 0 t7 6
NO3O
~ 1
~3
DE~3
PREVOUS CCOMPIIEN
PRGRESS THIS RPR
SCHEDULED WORK -SCHEUED ACOPLISHMT
ME-ATALA-OPLSMET17NAUE
JN~I EB28 MA~3 AR~O
RESET
A~i
EN TATr
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64 75 8~14c
t A A~ A A
~ ~ ~A ~(t t A AA A A VA777~
-t-------------=
AT AmAT ~ 4 ~A
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A A~ AA752AA
2 5286 24j72 95-8136 7O 11 1861G
34 6547 I2 9ls 34096393 T3 656 1IO7 131285269239 940 4~Q39
SC ED ED ORESE
SCHEDULEDcA~OPI HMENT 4-A~~UALAccMPLSHMNT
3 E ~PY AET
AUTGU~ 598 ENAdE EXYJfDATE -2namp Revsion
FE8~2MAR~I APR3O i~AW3IJNW3O JUIi
IT _M$
- 7~
62 ~~~ ~ 51107 ~ 2474 ~1 01611 ~8 ~ t
10 4 2 6
31t5 44amp9 6j801I ~ j5269 3 14 04 80 9 1 434LS 43
7 77777
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GUS198 5 y EEXPIRY DAT 2nARevision
43 W -OCr Io ACCOM D
- -
9~ ___ ___ ____
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60-1
SSC6 42 4-954 I i102
4-2 644 5254O 2 60 -75 ~~~ 52 ~ 1430 ~ 14gVrifl514ie9443~ ~ ~ gt+
---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
~~~ RRSLO
RMRALk
-ML-SNEAN
T T ~ ~~ ~ ~
J
R4 E R
SATAO 2-L
G-A UT L R
EERR MABNE
amp APWER SCELE OFCONSULT
71 8RO Sl 1~1
POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
RMATS ENGR-
CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
RE ~ ~ ~ ~ uB PROJECTefn~~~~ NO4
4TORRABAALS tNR -c I 4R4k
ENGRAINSP H~ W
RKTPS
JAIO MESSNGE
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II
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(OD IGMONEOrS GHE)UE F ONULA~3S~ SU7IS
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4714
B-PROJECT N 4 MINALABAC -ANTIPOLO -HUBO~ ROAD
( 4lt
U ~E[N EY A ff F )
44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
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- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
NO3O
~ 1
~3
DE~3
PREVOUS CCOMPIIEN
PRGRESS THIS RPR
SCHEDULED WORK -SCHEUED ACOPLISHMT
ME-ATALA-OPLSMET17NAUE
JN~I EB28 MA~3 AR~O
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2 5286 24j72 95-8136 7O 11 1861G
34 6547 I2 9ls 34096393 T3 656 1IO7 131285269239 940 4~Q39
SC ED ED ORESE
SCHEDULEDcA~OPI HMENT 4-A~~UALAccMPLSHMNT
3 E ~PY AET
AUTGU~ 598 ENAdE EXYJfDATE -2namp Revsion
FE8~2MAR~I APR3O i~AW3IJNW3O JUIi
IT _M$
- 7~
62 ~~~ ~ 51107 ~ 2474 ~1 01611 ~8 ~ t
10 4 2 6
31t5 44amp9 6j801I ~ j5269 3 14 04 80 9 1 434LS 43
7 77777
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GUS198 5 y EEXPIRY DAT 2nARevision
43 W -OCr Io ACCOM D
- -
9~ ___ ___ ____
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60-1
SSC6 42 4-954 I i102
4-2 644 5254O 2 60 -75 ~~~ 52 ~ 1430 ~ 14gVrifl514ie9443~ ~ ~ gt+
---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
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amp APWER SCELE OFCONSULT
71 8RO Sl 1~1
POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
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B-PROJECT N 4 MINALABAC -ANTIPOLO -HUBO~ ROAD
( 4lt
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44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
3C
SU60rA7~2~
-1C L 1t
~
W-1
3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
SC ED ED ORESE
SCHEDULEDcA~OPI HMENT 4-A~~UALAccMPLSHMNT
3 E ~PY AET
AUTGU~ 598 ENAdE EXYJfDATE -2namp Revsion
FE8~2MAR~I APR3O i~AW3IJNW3O JUIi
IT _M$
- 7~
62 ~~~ ~ 51107 ~ 2474 ~1 01611 ~8 ~ t
10 4 2 6
31t5 44amp9 6j801I ~ j5269 3 14 04 80 9 1 434LS 43
7 77777
OOF~R118E~ ~ ~ ~liVE 1 WI I~IIYDT
GUS198 5 y EEXPIRY DAT 2nARevision
43 W -OCr Io ACCOM D
- -
9~ ___ ___ ____
VF ____ -
60-1
SSC6 42 4-954 I i102
4-2 644 5254O 2 60 -75 ~~~ 52 ~ 1430 ~ 14gVrifl514ie9443~ ~ ~ gt+
---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
~~~ RRSLO
RMRALk
-ML-SNEAN
T T ~ ~~ ~ ~
J
R4 E R
SATAO 2-L
G-A UT L R
EERR MABNE
amp APWER SCELE OFCONSULT
71 8RO Sl 1~1
POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
RMATS ENGR-
CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
RE ~ ~ ~ ~ uB PROJECTefn~~~~ NO4
4TORRABAALS tNR -c I 4R4k
ENGRAINSP H~ W
RKTPS
JAIO MESSNGE
LABORERv
II
MW m
(OD IGMONEOrS GHE)UE F ONULA~3S~ SU7IS
FYf
4714
B-PROJECT N 4 MINALABAC -ANTIPOLO -HUBO~ ROAD
( 4lt
U ~E[N EY A ff F )
44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
3C
SU60rA7~2~
-1C L 1t
~
W-1
3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
OOF~R118E~ ~ ~ ~liVE 1 WI I~IIYDT
GUS198 5 y EEXPIRY DAT 2nARevision
43 W -OCr Io ACCOM D
- -
9~ ___ ___ ____
VF ____ -
60-1
SSC6 42 4-954 I i102
4-2 644 5254O 2 60 -75 ~~~ 52 ~ 1430 ~ 14gVrifl514ie9443~ ~ ~ gt+
---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
~~~ RRSLO
RMRALk
-ML-SNEAN
T T ~ ~~ ~ ~
J
R4 E R
SATAO 2-L
G-A UT L R
EERR MABNE
amp APWER SCELE OFCONSULT
71 8RO Sl 1~1
POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
RMATS ENGR-
CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
RE ~ ~ ~ ~ uB PROJECTefn~~~~ NO4
4TORRABAALS tNR -c I 4R4k
ENGRAINSP H~ W
RKTPS
JAIO MESSNGE
LABORERv
II
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(OD IGMONEOrS GHE)UE F ONULA~3S~ SU7IS
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4714
B-PROJECT N 4 MINALABAC -ANTIPOLO -HUBO~ ROAD
( 4lt
U ~E[N EY A ff F )
44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
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SU60rA7~2~
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
---
NAMES AMADO EBANDELARIA
ECFOiITA LEZ
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POiT N EBMMA YJYg~c DEPUTY PROJECT MGR -f SRHIGHWAY ENGINEER~ SR BRIDGE ENGR1 RE
ENGRC R(H Y
RMATS ENGR-
CLERKTrYPIST
SA~~1~~ JNTR FSBAAER
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4TORRABAALS tNR -c I 4R4k
ENGRAINSP H~ W
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4714
B-PROJECT N 4 MINALABAC -ANTIPOLO -HUBO~ ROAD
( 4lt
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44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
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- - - - -- - - - - - -
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NTRUCT SPERVS
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
II
MW m
(OD IGMONEOrS GHE)UE F ONULA~3S~ SU7IS
FYf
4714
B-PROJECT N 4 MINALABAC -ANTIPOLO -HUBO~ ROAD
( 4lt
U ~E[N EY A ff F )
44g -- -- --~
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
3C
SU60rA7~2~
-1C L 1t
~
W-1
3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
---------------
VEL~PMENT PRIECT
TAFFO GNT INSUPERVG ISION
I9-8 0
1 ~ 11A _I~1819 201 2I 2223 - 256 7 2~ 9~~A 1 MEN ~
2
BACANTIPOLO-I 2IUBO ROADKf_
31
T O-T A-2 L- ro
3
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
3C
SU60rA7~2~
-1C L 1t
~
W-1
3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
Bicol River Basin Development Project
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT No 36
Pili-Mataoroc Road Project 5
P ---ed y
DAN LOV7-Actg Resident Engr
Sibmitte
AMADO E Deputy P
BANDELARIA ject Manage
T
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
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JAW ITRMESSENGER
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AtORY TECH CLEWK TYPIST
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-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
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NTRUCT SPERVS
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Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
PROGRESS REPORT NO 36
September 1981
PROJECT PILI-MATAOROC ROAD PROJECT (Secondary and Feeder Roads Sub-Project No 5)
GENERAL
This projet consists of the construction of the following
1 Secondary Road - 8988 kms from sta 0 + 000 to
sta 9 + 144070 This road begins from the end of
the 2 kms concrGte road intersecting with the Manila
South Road at about Az km from Pili going to Naga
Its end is at Baliwag Viejo Mialabac Camarines Sur
a barrio dependent in water transportation via Bicol
Rivc- before this project came to reality As per
plan the entire Secondary Road shall be asphalted with
610 meters wide pavement Drainago structures conshy
sist of HCPs of different sizes at different stations
one (1) span 10m RCDG at sta 3 + 39871 and 4-080 x
080 m RCBCs
2 Mataoroc-Mana -a-Baliwg FeedeRoad50 - 7135 kms
from sta 0 + 00305 tco sta 7 + 24663 The beginning
of the project is at sta 1 + 950 of the Secondary Road
and ends at the end of same Secondary Road A gravel
road sUtrfa6r 400m wide width 100m shoulders is to be
done which raverses mostly ricefields This feeder
-1Ishy
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
3C
SU60rA7~2~
-1C L 1t
~
W-1
3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
road has the most number of drainage structures which
consist of RCPs of different sizes at different stashy
tions two-three span one (1) single span and one-17
span timber trestle bridges
3 ada-a FIseeder Roa5 - 2056 kms from
sta 0 + 02905 to sta 2 + 08496 with its beginning
at sta 3 + 572 of the Secondary Road and ends at
barrio San Isidro Bula Camarines Sur joining with
another road project A gravel road surface 400m
wide with 100m shoulder is to be done which traverses
ricefields This feeder road has five lines of RCPs
1-080 x 080m RCBC and 1-3 span timber trestle bridge
4 Manaao-Malitbo Feeder Road -1518 kms from
sta 0 + 077 to sta 1 + 59475 with its beginning at
sta 3 + 884 of Feeder Road 501 and is the only road
that does not join with another road project although
its cnd is adjacent to one A gravel road surface
400r wide with 1O0m shoulders is to be constructed
which passes through ricefields Drainage structures
consist of RCPs of different sizes at different stashy
tions and 1-080 x 080m and 210 RCBCs
5 San Jose-San RPgn Feeder Road504 - 1961 kms from sta 0 + 11409 to sta 1 + 99827 with its beginning
at sta 6 + 70 at the Secondary Road and ends at Barrio
San Ramon BuLa Camarines Sur joining with another
Road Projecc A gravel road surface 400P wide with
-2 shy
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
3C
SU60rA7~2~
-1C L 1t
~
W-1
3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
100m shoulders is to be constructed wLieh also passes
through ricefields Drainage structures consist of
RCPs of different sizes at different stations 1-080
x 080 RCBC and 1-2 span timber trestle bridge
I PROGRESS
The re-uot of AB Aguinaldo Cornst Inc for the termination
of Pili-Mataoroc Road Project after having been favorably inshy
dorsed by the consultant and the PMO Naga City was approved
without prejudice on the part of the contractor last July 8
1981
The necessary papers needed for bidding or negotiation were
already submitted to the MPH Based on reliable information
the negotiation with ARMS Contractors for the construction of
the remaining items of work is now being processed at the
Ministry of Public Highways Central Office
Road Accompli shed to Date Secondary Road 4531 Mataoroc-Manapao-Baliwag Fr 501 3211
Mana~o-San Isidro Fr 502 594
Manapao-Malitbog Fr 503 a 511 San Jose-San Ramon Fr 504 a 475
-3shy
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
3C
SU60rA7~2~
-1C L 1t
~
W-1
3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
II SU11ARY OF PHTYSICAL
a Roads
Subgrade
Subbase
Base
Surfacing
b Bridges
Substructure
Superst-cture
ACCOMPLISMIENT TO
Secondar__Road
8988 km
8200 km
5365 km
None
DATE
Feeder Road
12263 km
9538 km
None
Yone
10 LI RC
10 LM RCDG
180 LM RC
108 LM TbTe
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
3C
SU60rA7~2~
-1C L 1t
~
W-1
3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
T ( ROAD I
ABANDELARIA EC- FORTALEZ
ELog
tDEPUTY PROJ MANAGER SR H IG WAY NGNER
ENOINE
J TORRLA R-R6 ALES
LYDIA PJampSE
~TS -SABABAN
-M LS 6NE A7M OFt] CEKiYP~
JAW ITRMESSENGER
E F CUISON SR HIGWA N2IEM R
2
B-M DELFIN ~4 D ~ ~ VNGIOR
E Lh REY ES A P E SP-O 42
shy2~YBARO LA22 VA2LVAR EZ ~
LI VLLAREY~A
2 S B JEREMIASi
W~ATERIALSENGINEER INSPEOt R(HWY)
ENGRJ SPECTOR CBR) SURVEYOR-DRAFSMAN~
AtORY TECH CLEWK TYPIST
fIIVYANIOR SEGRr~
LABORER ij22wp22
~
t
7shy
2
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
3C
SU60rA7~2~
-1C L 1t
~
W-1
3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
- - - - -- - - - - - -
-0 PROJECTi RI RBASIN DELMEN
(R0kDCO MP0N Er+7S FONSLTAJT STR Q ONSTIUCTION~ SU IERYV1
APACKAGEI11~A
ESUB
SU B PROJECTNo57 PILIV MATAORIOC ROAD~~
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
3C
SU60rA7~2~
-1C L 1t
~
W-1
3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
NTRUCT SPERVS
1t4s~i164~ h98G
IZi~sI928 O3I~ 33 198 3534~
3C
SU60rA7~2~
-1C L 1t
~
W-1
3
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
Bicol River Basin Development Projects
Secondary and Feeder Road
PACKAGE II
MONTHLY CONSTRUCTION REPORT
No 23
Palistina-San Antonio-Minalabac Ro ad Project
Sub-Project No 6
Prepared By Submit dB
ZAO AMADO I] BANDELARIAde En ineer N Deputy Loject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
PROGRESS REPORT NO 22 August 1981
PROJECT PAL ISTINA-SAN ANTONIO-MINALAB2iC ROAD SUB - PROJECT NO 6
1 GENERAL
This project under construction consist of national Secondary road and one Feeder Road The length of the nationalmsecondary
road is 8121681 kilometers and the first 425 kilometers of which will be paved with Double Bituminous Surface Treatment
(DBST) Item 314 the rest bein- gravel base surface Item 108 together with the feeder road which has leng th of 514754 kiloshy
meters
As to its location the secondary road lies in between Naga City and Pili extending from Palistina passing through San Antonio Mydaso and ending at Bico) River A bridge sppining the Bicol River will enable an easy access to Minalabac town proper The feeder road will serve the barangays of Maydaso Tatirik Malitbog and Baras thus forming a loop from Maydaso
to the end of Secondary Road
The secondary and feeder road has a 600 meters and 400 meters roadway respectively with shoulders at 100 meter on both sides
Drainage structures on the secondary road consist of RCPs different stations and one three span RCDG bridge (Sta 5 + 2017- Sta 5 + 232) over J4alitbog creek On the feeder
road drainage structures consist of seven (7) spans over
-1shy
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
Taririk creek and another timber trestle of three (3) spans
over Baras creek
The topography of the vicinity is generally plain and the
road project is traversing a large truck of cultivated riceshy
land The existing road within the locality just spans from
Palistina up to Maydaso and were made poor surfacing thus rendshy
ering non passable to vehicle during rainy days
Farm produce from Maydaso were transported manually and the
farmers were obligated to pay a large amount just for transshy
porting of their products
Accompolishment during the first quarter of the year which
coincides with the first harvest season proves to be of great
help to both farmers and dwellers of the place Transportation
cost of farm products were greatly minimized
It has been assured that the completion of Fllistina-San Antonio-
Minalabac road project sub-project no 6 will make a dream
become reality
-2shy
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
2 PROGRESS
Work activities were mostly concentrated on the secondary road
at Sta 0 + 000 to sta 5 + 200 Hereunder are the activities
on the secondary road
1 Hauling spreading and compacting with common borrow
(Itmml07) from Sta 2 + 900 to Sta 5 + 200
2 Subbase materials (Item 108) continued hauling on
various sections of the roads even during rainy days
as long as their quarry is accessible
3 Extensions with single barrel (RCBC) was completed
160 m x 100 m x 5 m length left lane sta 2 + 68193
4 Cdnstruction of hand laid rock embankment (Item 501)
is in progress Sta 3 + 562 to Sta 3 + 612
5 Checking and restating with elevation for Item 107
and 104 were undertaken by the survey team of the
construction Also placing with elevation for hand
laid rock embankment (Item 501)
Preparation of coconut piles and formwork for detour
bridges and pile driving
Ac SECONDARY
1 Earthwork Sub-rade Item i03)
h ta 2 + 900 to Sta 3 + 800
b Sta 4 + 650 to Sta 3 + 100
-3shy
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
2 Aggregate Subbase (Item 108)
a Sta 0 + 000 to Sta 0 + 100
b Sta 0 + 300 to Sta 0 + 450
3 Structures
a Construction of hand laid rock embankment iH
in progress
b Extension with single barrel (RCBC) was completed
160 m x 100 x 3 m length left lane Sta 2 + 68193
4 Survey
Checking and restating of elevation for Item 107 and
108 also placing with elevation for hand laid rock
embankment (Item 501) Sta 3 + 562 to Sta 612
SUMMARY OP PHYSICAL ACCOMPLISHMENT
Road Accomplished to Date
Secondary 27
Feeder 00
T o t a 1 27
-4shy
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
ITEM
105
105-4
106
107
108
110
405
Materials Testing and Control
Tabulated herebelow are the various tests performed for
the project
Palistina-San Antonio -Minalabac Road
San JuanQaarry
Secondary Road
KIND OF TEST Prey Mo This Mo Total Rem-ks
Grading PL amp LL
8 8
0 0
8 8
Along ROW
Compaction Field Density
16 35
0 0
1 35
Grading PL amp LL Compaction Field Density
14 14 14 20
0 0 0 0
14 14 14 20
Grading PL amp LL Compaction Field Density
2 2 2 3
0 0 0 0
2 2 2 3
Grading 52 1 53 PL amp LL 52 1 53Soil Class 24 1 25Compaction 24 1 25 Field Density 131 1 132
Grading 53 1 54 VictoriatzarrPL amp LL 53 1 54 Compaction 19 1 20 Field Density 58 1 59 i
Grading 2 1 3 PL amp LL 2 1 3 Compaction 2 1 3Field Density 3 1 4 I
Grading 0 1 1 Coarse amp Fine Aggregate Design Mix 0 1 1
-5shy
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
105 Gradin FL amp LIOomip ctUi n
22
0 0 0)
2 22
Along right
of- way
105-4
4Ld Dtnisity
Trud-
2
2
0
0
2
2
0 I 0 2 FiVi De si ty 22 0 22
J06
Soil c r
Gtir L IL
Covgpatiri t
2
1
1
0
0
C
2
1 1
Alonp right oC
way
207
JJ Density
Gad inr tPi LL
pa-~io
2
17 1i
-
0
0
0
2
1717 5
Maydasc Quaarry
Fld - 7 0 17 Soil Class 12 0 12
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
COMMENTS AND RECOMMENDATIONS
As of this cut off date 25th of September the contract document for the construction of Palistina-Minalabac Road Sub-Project No 6 is not yet approved in Manila The contractor is proceeding in their construction under their own risk However the work is progressing fair enough With the present number of hauling equipments in the proshyject five dump truck one bulldozer one loader one grader and one road roller hauling of item 107 for the conptructshy
ion of embankment is going on so of item 108
Construction of extension of concrete box culvert at sta 2+ 68193 and headwalls of RCPC along the secondary road is going on Materials for falsework for the construction
of RCDG over Malitbog creek are already in the bridge site The following are expected to be delivered soon the crane Delmag and the concrete piles from Manila
The contractor has also informed the consultant that some of the equipment are ready for shipment to the project site
-7shy
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
WEATHER REPORT
As of September 1981
ate Weather
August26 Sunny27 Fair28 Fair29 Fair30 Fair
31 September Fair
1 Fair 2 Fair 3 Fair 4 Fair 5 Fair6 Fair 7 8
Fair to cloudy Fair
9 Fair10 Fair12 Fair 12 Fair 13 Fair 14 Fair 15 Fair16
Fair 17 Rainy Signal No 18 Stormy Rubing)Signal No I
(Typhoon Rubing)19 Rainy and stormy signal no2
(Typhoon Rubing)20 Rainy21 Fair 22 23
Fair in the am scattered shower in pm
Fair24 Fair 25 Rainy signal no1
Typhoon Saling)
Remarks
Workable Workable Workable Workable Workable
Workable
Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable Workable
Tie Extension Recommended
None None None None None
NoneNone
None None None None None None None None None None None None None None None
w(Typhoonon
Uworkable
Unworkable
Unworkable Unworkable Wcrkable
Workable
Workable Workable
Unworkable
OneS(r) dSy
One () day
One (1) dayOne ( day
None
None
None None
None
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
BICOL RIVER BASIP D-TELOPPINT FROJECT
San Jose Fill Camrarines Su3
EELOY7EITGEiJERATOI SU-V-EY (SS3)
NA-E OF C0FriyCT EOUT-HI TORiSTIS ENTpRXPRISE
0 7ThE N CC__ 0 September _ __ 1981_2
- ADCTiTTIST-ApT P-iGTEERTN(gt SKILLED LDIISKLL Si -E TECLNICA
T LTT-==D1 1 5 16 7 OCAL- D 2 5 22
T 0- _ 1_
7 21 29
iJ Inclues permnent employees
2 734p loyees residin- within the Basin Area
iocal fired Only
SU3MITTED BY
(STD) EFREN P NORANTE SINME Constru-tion ianager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
SOUTH MOTORISTS ENTERPRISE
MAYDASO MILAOR CAIARINES SUR
LTST OF PERSONNEL
NAM1E
1 Efren P Mor-ante
2 Francisco P Eusebio
3 Renato 0 Magisa
4 Bernardo H Tejada
5 icardo Reyes
6 Cir4co Baduya
7 Jaime Tosoc
8 Domingec Salvador
0 Juanito Portoria
10 Eduardo Trajico
11 Andres Logarto
12 Willy rangalan
13 Vloises Gavina
14 Alberto iTarral
15 Enrique J rabante
16 Rolando Laron
17 Ricardo Giron
18 Benvienido Bien
19 Lucricio Carancay
20 Renato Belayre
21 uillerno aetumban
722 IPaustino Xaleon
- 10
POS ITION
Construction Manager
Mechanical Engineer
Project Engineer
Hvy Equipt amp Operation Head
Accountant
Equipment Supervis6v
Instrument Man
Hvy Equipt amp Trucking Head
Bridge Foreman
Roadway Foreman
Dozer Operator
Grader Operator
Graer Operator
Loader Operator
oller Operator
Tvy Equipment Mechanic
NechanicWelder
Mechanic
Piechanic
Driver
Diver
Driver
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
23 Eduardo de Ocampo
24 Leovigildo Cantillano
25 Felimon Ationza
26 Eutiquio Batardo
27 Pedro Espejon
28 Rogelio Roy
29 Enrique Mendoza
30 Josie Ermina
31 Jose Camin
32 Benjamin Bautista
33 Godofrtdo Albo
34 Roque Tosoc
35 Macario Gavino
36 Inocentes Galona
37 Xbse Banday
38 Enesto Osoc
39 Anatalio Cado
40 Leonardo Tipones
41 Vito Euste
42 Hilarion Guinoo
43 Alberto Arreda
44 Jose Breguildo
45 Felipe Cea
46 Luis Clarianes
47 Pastor Clarianes
48 Donato Calona
49 Eduardo Hunat
-ll1-
Driver
Driver
Dr~ver
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
Truck Helper
TimekeeperWarehouse Keeper
Carpenter
Carpenter
Carpenter
Carpenter
Carpenter
Survey Helper
Survey Helper
Survey Helper
Survey Helper
Helper
Helper
Helper
Helper
Helper
Helper
Helper
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
50 Ubaldo Osoc Jr Helper
51 Eddie Pago Helper
52 Norman Pago Helper
53 Fernando Penis Helper
54 Roberto Ramirez Helper
55 Romeo Tinoy Helper
56 Roberto Guinoo 1elper
57 Anancio Galona Watchman
58 Antonio Galona Watchman
SUBMITTED BY
(0- SIGNED)
EFREN P MORANTE S14E Construction Manager
- 12
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
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~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
SOUTH MOTORISTS ENTIERFRISE
MAYDASO MILAOR CAMARINES SUrR
LIST OF P ENT -)UIfPETT
NUMBER
1
1
1
1
3
2
DEHOR IPTI ON
Road Grader
fRoad Roller 10 Ton
Bulldozer D-8
Payloader 275 cy yd
Dump Trucks 10 cu m
Cargo Trucks 9 cum
SUBMITTED BY
(Orig Signed)EFREN P MORANTE
SME Conotruction Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
BIGL RIVER BASIN D~~0MITP~ JEC
MANP0WEk- SGHEDULE i -F CNSULTANTSS
AMADQ EBANDELARA EtC FORTALEZA
I J$AToSR JATRRAL84A
F RCOSAL ES L p Jos
A iK STSABAf
DUTYj PROq MANAGER SR HIGHWAY-ENGINEER
I SR BRIDGE ENGINEER LOG ENGIER~~
RMTLS ENGI~EE -iI4M~OFFICER~
Or~iLERK r ISm J ANITOR MESSENGER
SUB PROJECT NO 6 PALtSTINA SAN ANTONIO -I A1 ICEN TE B ZANO RESIDENT ENGINEER
C MOLINA R NUN EZ -
~ ~YJ1ltB A BAUTiSTA AAM M41DLA5-
~ CD DELFINlt lt~ V- dCI CLARID 1
-C DANItLA
HWY ErGR INSPECTOR BRIDGE~ENGR INSP
f ATERIALS t NG SURVEYORDRAFTSM IN
LABORATORY TECHI -K CLERKTYIPIST ~~~
JANTO MESEN jP F SABA2 ABO~RR ~
A A
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
ANTS STAFFF PACKAGE
t~56T~7qifl9Th 44 112 113114 15lP~~l72 l2231241
~ 24
24
24
- gtur185
ONtO -MINALABACG- 4-4~-
~ 24
24-1 A-
i2012
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
BICOL RIVER BASIN DEVELOPMENT PROGRAM OFFICE San Jose Pili Camarines Sur
EMPLOY11ENT GEERATION SURVEY (SS3) NAME OF CONSULTANT INTEGRATED PHILCONSULT INC
FOR THE MONTH OF September 1981
Administrative Engineering Finance Technical Skilled Unskilled
Manila-Based 1 4
Local-Hired 2 5 17 8
Sub-Contractors 3
T o t a 1 5 21 8
4 Includes permanent employees Employees residing within the basin area3 Local Hired only
Submi 4d y
AMAIDO BANDELARIA Deputy roject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager
September 25 1981
C E R T I F I C TI 0 N
This is to certify that this Monthly Construction
Progress Report submitted to the Ministry of Public
Highways in compliance with paragraph 302 Article II
of the Contract for Engineering Services are the actual
accomplishment of the respective contractors and other
information included thereat ar true rid correct
ADADO rBANELARIA Deputy reject Manager