guideline for task 2 detail and topographic surveying

SUG596 2013

MAAS & ZM of 3

GUIDELINE for TASK 2: DETAIL AND TOPOGRAPHIC SURVEYING

1.0 Planning

1.1. Identify and understand the scope of work (sow) from clients (in this survey camp,

requested in the instruction for surveyor i.e. IS which given by lecturer)

1.2. Identify the location, area, and any documents i.e. certified plan, standard sheets,

etc. (key-in the data into autocad, and convert to *.kmz file using Global Mapper for

overlay with Google Earth)

1.3. Preparing the Quotation by referring scope of work and information from survey fee

for engineering works, year 2001.

1.4. Estimating the working days to complete this task by analysis from the quotation and

sow.

1.5. Planning and design the instruments, datum, coordinate projection, traverse

networks, software, bench marks, and declination for solar observation.

2.0 Field works

1. Start with proper datum:

a. 2 boundary marks with solar observation,

b. 3 boundary marks ( proved to third mark),

c. Using GNSS connect any boundary marks.

2. Start traverse together with detail survey (all at once):

a. Field Book of traverse (checking purpose)

i. Booking data : HZ (FL & FR), VA (FL & FR), SD (FL & FR), FDHD,

HI, and HT.

ii. Booking procedure referring to Cadastral Survey Regulation 2002.

b. Traverse (networks) must record into instrument.

3. Detail survey automation (record/store).

i. Hz, Va, SD, Hi, Ht, code (prefer) or,

ii. HZ, VD, HD, Hi, HT, Code (optional).

iii. Must record all permanent features

iv. Corridor 20m

SUG596 2013

MAAS & ZM of 3

4. Vertical Control

i. All heights are based on BM

ii. Leveling Method is carried out from BM to any two station traverse

and to TBMs.

iii. Establish 2 TBMs:

a. Covered entire area (upper and bottom)

b. Should be connect to nearest traverse points (X,Y,Z).

5. Note:

i. Every day job must be downloading at same day.

ii. Store stadia into database and overlay database to Lot area.

iii. Your group is required to consult your job/data to LP lecturer.

iv. Complete job within 3 days

6. Compile data before submit to office (done by surveyor):

a) Solar observation (softcopy – excel and dos version)

b) Traversing (complete c and m correction)

i. AutoCAD

ii. Excel or cds (Calculation)

iii. Locating the datum, base line, third marks, boundary marks, solar

observation, reference marks, Temporary bench marks (TBM), any

importance information needed during office works.

c) Leveling (submit in digital excel or cds data)

d) Computation of height (z) in control points, traverse point, hanging line,

connection to TBM done in tachometry method.

e) Raw data (untouched) (rename with Horizon or Topcon)

f) Stadia (from CDS’s software)

g) Detail (digitizing/ join detail)

3.0 Office works

1. Understand the sow and clients needed.

2. Checking the field book from surveyor by key-in data in the selected software:

a. Solar observation (softcopy – excel)

SUG596 2013

MAAS & ZM of 3

b. Traversing (complete c and m correction)

i. AutoCAD

ii. Excel or cds (Calculation)

iii. Identify and understand the datum, base line, third marks, boundary

marks, solar observation, reference marks, temporary bench marks

(TBM), and any importance information given by the surveyor.

c. Leveling (key in into software)

d. Computation of height (z) in control points, traverse point, hanging line,

connection to TBM done in tachometry method.

e. Stadia (from CDS’s software)

f. Detail (digitizing/ join detail)

g. Final product (drawing)

BOOKING ENGINEERING SUG340 SURVEY PROJECT

by MAAS

SURVEY PROJE

CT

1

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MOSS FEATURE CODES FOR ROAD SURVEY AND MAPPING MOSS FEATURE CODES FOR ROA D SURVEY A ND MAPPING IDISCRIPTION LAYER# MOSS CODE IDISCRJPTION LAYER# MOSS CODE EXISTING EARTH TRACK 207 JE BUS STATION 100 BPS EXISTING METALLED ROADi ASPHAL TIC PAVEMENT 208 JO BUS STOP SHELTER 101 BOB FOOTPATH 209 JF CLINIC 102 BPI KERB LI NE ~ OP OF KERB 210 JK FIRE STATION 104 BPF PARKING AREAS 211 DC PEDESTRIAN I VEHICULAR TIJNNEL 212 2P PTV t AV ROAD TUNNEL 213 2P PTH AH

FLATS/ APARTMENT 105 B GENERAL BUILDINGS 106 ~ HISTORICAL BUILDING I MONUMENT 107

ROAD UNDER CONSTRUCTION 214 JC HOSPITAL 108 BPP TOLL STATION 215 BVT PERMANENT BUILDING (NOT MASONRY 109 Be; DOTTIED LINING EDGE 241 Jl PETROL STATION 110 BCP LINING EDGE 242 JL POLICE STATION 111 IBCG YELLOW BAR 243 JYR POST OFFICE 112 BP O YELLOW BOX 244 JYB PUBLIC TOILET 114 BCO YELLOW LINE 245 JYL ADVERTISEMENT SIGNBOARD 251 2P PRA AA BUS STOP 253 P PH

SCHOOL 118 t>c;L SEMI- PERMANENT (CONCRETE + VIOOD 119 :m:~ SEPTICTANK UIJ

DIRECTI ONAL SIGNBOARD 254 PRO STAIRCASE 121 ~-DIRECTIONAL SIGNBOARD (MULTIPLE POINTS) 255 2P PRB AD TEMPORARYBUILDING 122 ffV\1 DUAL LAMP 256 P PZ BUILDINGS UNDER CONSTRUCTION 123 BX FLAGPOLE 257 PUF RCOFLINE 124 BA GANTRY SIGNBOI>.RD 258 2P PRG / AG PLATIFORM / PAVEMENT 125 BB GUARDRAIL 259 2P Pl / AL GOLF COURSE 141 UA INFORMATION SIGNBOARD 260 PRI PARKS I RECREATION I GARDENS 142 OP I

INFORMATION SIGNBOARD MULTIPLE POINTS) 261 2P PRJ AR PLAYGROUND 143 OY IRON RAILING 262 PJ SPORT COURT 145 BPA KILOMETER POST 263 P PK SPORTS COMPLEX 146 BP LAMP POST 264 P PX BUSINESS I COMMERCIAL I RETAIL 15'1 BBu ROAD SIGN MULTIPLE POINT 266 2P PR HA'M<ER CENTER 152 BPH ROAD SIGN r SINGLE POINT! 267 PRR HOTEL/ MOTEL/ INN 153 BBH TRAFFIC LIGHT CONTROLLER BOX 269 P PA TRAFFIC LIGHT POLE 270 P PV TRAFFIC CAMERA POLE 271 p PRe;

MARKET 154 B K RESTAURANT 155 ~ SHOP HOUSE 156

REFLECTOR POLE 272 PRF SHOPPING COMPLEX 157 BB:s STALL 158 BCD FACTORY 161 BCF I TANK OTHERTHANWATER 162 BOT TANK WATER

'BW WAREHOUSE 164 BRIDGE PIER 290 JP CONCRETE BRIDGE 291 JC BUDDHIST TEMPLE 171 B B LOG BRIDGE r 1¥10 POINTS 292 2P PTLIAN CHINESE TEMPLE 172 Bc;E

CHURCH 173 Bc;L HINDU TEMPLE 174 BCH

PEDESTIRIAN FOOTBRIDGE TWO POINTS 3 PEDESTIRIAN OVERHEAD BRIDGE 294 JH

MOSQUE 175 B M SHRINE (SMALL 176 BTS

SOFFIT LEVEL 295 PLS STEEL BRIDGE 296 JM SIJSPENSION BRIDGE 297 2P PTU AU SURAU 177 Bc;U

SWING I RON RAIL WAY BRIDGE 298 2P PTI / AI CEMETERY - CHINESE 181 OBc;

V.OODEN BRIDGE 299 2P PTW / AW CEMETERY - CHRISTIAN 182 OBY

BARBED 'MRE FENCE 300 OFB CEMETERY- HINDU 183 BH CHAIN LINK FENCE 301 UK; CEMETERY- MUSLIM 184 BM

CONCRETE WALL 302 ow ABANDONED METALLED ROAD 201 JAM

GATE 303 OG BUMPER ROAD 202 JMB HEDGE LINE 304 OH CENTER WHITE LINE/ CENTEROF ROAD 203 No/ I STOCK WIRE FENCE 305 OFS DECK LEVEL CENTER OF BRIDGE WITHIN BRIDGE AREAl 204 P JU

V.OODEN FENCE 306 OFW DIVIDER 205 JD

ZINC FENCE 307 UFZ EXISTING CONCRETE ROAD 206 . .rr 1

MOSS FEATURE CODES FOR ROAD SURVEY AND MAPPING IDISCRI PTION LAYER# MOSS CODE ROAD BOX 372 P»F TEMPORARY BENCH MARK 375P PST TRAVERSE STATION 378 T GPS STATION 379 P GP

rWATER ,

HYDRANT 441 p PUH I PIPELINE WATER ;;p PUll AX STAND PIPE

!WATER BOIIRD MARKER p PUV WATER PIPE VALVE 44 p PUB !WATER PUMPING STATIO'l 446 BVW

MANHOLE MP 462 P PUN MANHOLE (ROUND) 463 P PUR MANHOLE SQUARE) 464 P PUS UNDEF INED PILLAR 466 P PUA COLUMN MULTIPLE POINTS 467 JB COLUMN I SINGLE POINTI 466 P PTC QUARRY 573 00 TIN MINE 575 OT PROMINENT TREE 586 P PTE VALVE CHAMBER 587 P PTG

P-l>olnt FtllUJIU/ Syrrt>ol 2P. Tv.o Poins Faratulll$

SLOPE

1 I ~JJI IN(; JROCK CTOE ) ~~: ;ROCK ( TOP ) 540 NR

RETAINING WAUL{ TOE 541 Nl I RETAINING WAlL {TOP 542 NH I

!TE[EeOWN!eATidN I EMERGENCY PHONES 421 p PE I MANHOLE r TELECOM l

~ p PUC

I PIPELINE { TELECOM l ;;p PULl AT TELEOOM BOX ( PILLAR 42 p PUD TELEOOM CABLE MARKER 42 p PUZ

W i liNG( 101:

dJ

~ ~~ ~ ~ - TELEOOM POLE 42E p PUT ITELEOOM TELEPHONE EXCHANGE 4Z7 BPT ·~- ·~

uBBLEWAU 2

MOSS FEATURE

US STATION_ US STOP I

; FOR ROAD SURVEY AND I

IMOSSCODE

UNIC ===~ INITY CENTER I •u ::J I o n I

~E STATION lOfjBPF TS,

I MONUMENl

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;= IPERMi\NEN g

~ 1;; -1 !l

~

1

$ EST HOUSE ~ UINSI PARTIAL

CHOOL

~(NC

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EMI- PERMANENT OONC EPTICTANK

'if AKCA UNU~H

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c;p 11 ' C"G

fi ' "

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I IUN 12 B)

[JJ ROOF UNE 12 BA ~ LATFORM I PAVEMENT 12 66 5 :S GULF OOURSE 141 UA

IZ V> ARKS I RECREATION / GARDENS 14 OP Gl ;; LAYGROUND 14 DY

m LAYING FIELD 14 OYF n."'\DT 00URT .1,.11 OD /\

L4_E ·~DIUM I 14 71 USINESS I OOMMI

lz WKER CENTER 15 6PH I g OTELI MOTEL/INN 15 66H

CJ> ~ARKET 15 6<.;~

~ R!OSTAURANT 15 6CR ~ IISHOP HOUSE 15 6CS • ' •HOPPING COMPLEX 15 66:

'TALL 15 6<.;1 /C INEMA

TANK (OTHER. ANK( WATEF

I IL!;VAREHOUSE -~lylPLI;

:<> PHINESE TEMPLE p:! HURCH 15 INDU TEMPLE

~ l"lJJ

~ g OSO:UE I 1 f~ lbv 1v1 I V> HRINE (SMALL) " ~

URAU

MOSS FEATURE CODES FOR ROAD SURVEY AND MAPPING DISCRIPTION LAYER# MOSS CODE RUBBU: WALL ! TOP NJ

DRAINAGE DOUBLE LNE RIVER 60 RR POOL I POND I LAKE 60 RP RIVER /CREEK STREAM ! SNGlE LINE! 604 R:; WATER LOG AREA 606 RG WELL 60ll p FW CANAL/ DRAIN / DITCH 621 RB CULVERT INVERT U:VEL !TWO POINTS 62 p PC CULVERT-BOX [IWO POINTS) 624 2P PB / AB DRAIN IN'v£RT /WATEROOURSE INVERT 62 Rl EARTH DRAIN 62 RE CONCRETE I MASONRY DRAIN\IN s: RC MQNg)()N ORAN s: RM OJ<IDATION POND 63 Ru SUMP 63 RA SUMP INVERT 636 p IPS 1MNGALL OF CULVERT 63 RT COVERED DRAIN 63!1 RJ I>I:A.iM UN I: 6611 ON PIER JETTY 664 BPJ COAST .AL I SEA LINE 6651 ISL

RAILWAY RAILWAY UNE !GAUGE FACES 28 JR 'BALLAST TOP aoo CA BALLAST!TOEl 801 co !ABANDONED RAILWAY UNE 281 JAR 'RAILWAY GATE :za; p R LRAILWAYSTATION 284 BPW

3

MOSS FEATURE ; FOR ROAD SURVEY AND

IMOSSCOOE ~ ~ffi ~ ~

CONCRET£ IlliDGE 29 IJ:l I OG !JlDGE ( lWO POINTS 29 PTL I AN

PEUOSTRIAN FOOTBRDGE (lV.O POINTS) 29 PTF _l AF I rtC!TDII\Io.l OVERH~ 29 .J-1

1 ~~ ~~ /AU I

.... ~ RON R.6JL WAY BRIDGt I 29lt ..,tPTI / AI WOODEN BRIDGE 29 tPTW I AW I

I BA'IDONED RAILWAY LINE 28 IJAR lAILWAYGATE 28 P fOP 1

;o AILWAYLINE GAUG A 28 l> LWAYSTATION 28 ~ AILWAYTUNNEL 28 ~ ILWAY SWITCH BOX

"' <TM I

CH CONTROL ROOM I AREA

1§!. BARRICADE AT RAIL END / BUFFER STOP (TWO POINTS) SLIDING LEVER ROD

LATFORM YELLOW UNE COMMUNICATION TOW

81ii

BPV >TR IAE

rx NX

IBER OPTIC CABLE ' lRIAGE SHED/ MAINTENANCE YARD I 80~ ICM I CMUCAI

k!l~lo.I JII ..... "~LE./WIRE Rn CN CURVE BOARI 2P

~ LDINGLEVERSINGLEOOOBTE'TRIPi.E:ETC) r ruRN-OFF-POINT OF TRACK ::!! LECTRIFIEDPOLE ~ ~ , " v :.;: INGLE CANTILEVER o AAMI 85 P KD I

~ IOU!l.E CA/IITILEVER POLE '0 ARMS) 85< P KE I

~ ~~~~~~UGHTPOLE : ~ I

~ LECTRIC BOX/ TERMINAL BOX IRAlll 85 KH I ~ LAY BOX RAIL 85 Kl I ,'l: PO PH:li'E I I'tiJII£lll«' 85 ., Kl I ' OMETER MARKER RAIL 86 I' KK I ~ :i>EED BOARD 861 ':; TAllON MASTffi 86 KM n ~GRAPH POLE 86 1<N ~ IGHT CLEAIRAI'I OF lE 86 KP I ~ HANOTUMBLER 86 KR I

iln ATERSUPPLYBCX 86 t-- AULING MARK 868

IGNAL WHEEL 86!1P i KU RADIENT POST 87QP IKV I TATION MASTER KEY TOKEN NET 8711P IKW

tiL WAY JUNCTION oox I 87JP IKX IBER OPTIC CABLE AR ER

'-- CURVE BOARD IKZ

MOSS FEATURE CODES FOR ROAD SURVEY AND ·

I I DISCRIPllON LAYER# MOSS C00E CEMETERY· atNESE 18

~ ~y. 01RISTIAN 18 I :::; ~Y-H 18 I

....._ METERY· MJSLIM '" n~•

"' OMETERY· atN ;u ~ ;METERY· a-tFaSTIA.N IU '-"'-'""

-< i3 METERY· HINDU 18 tc;Yc I

~

r METERY. MUSl.IM 18 P IC-WC 'BA'IDONEO METIII..LEO ROAD 2D JAM

UMPER ROAD 2D JMB ENTER WHI UN I F ROAD 2D .NV I

CK LEVELICENTER OF BRIDGE WITHIN BRIDGE AREAl ~ ~ " ' IVIDER

!STING CONCRETE ROAD

l

;o !STING EARll" TRACK \2 I'J(ISTI Mi;TALLB:'fRi' Af. ASPHALTIC PAVEMENT) . I 2D!f 0 ~TPATH I 20!l I"' I

1-JQ_

KERB UNE (TOP OF KERB) " •v

PARKING AREAS PEDESTRIAN I VEHICULAR TUNNEL ROAD TUNNEL

~ININGEDGE to iBAR

IWBOX li'NE

D

) ( l.tULTJ>lE '

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LE POIN1 IGN (SINGLE POINT) :BARRIER

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MOSS FEATURE CODE S FOR ROAD SURVEY AND MAPPING

DISCRIPTION LAYER# MOSS CODE UGNMENT TANGENT POINT 36! p MT ENCH MARK 36 p PSB OUNDARY MARK 36 p PSD HAINAGE POINT I TACHOMETRIC POINT 36 p PSE

.P. POINTS/ UNES 36 p P» P MAIN SURVEY TRAVERSE POINTS 36 p P»M

(f> FERENCE MARKS FOR I.P. 371 p IPSR c , AD BOX 37 IPSF <

!!! URVEY MARKER 37 p PSS URVEY MARKER AUGNMENT 37 IM»

~~~,~- 37 p

'"' T AVERSE STATION 37 p p v IGONOMETRICAL STATION 37 p p G AVERSE STATION 37 T SSTATION 37 p ieiP

IVISION I DISTRICT 34 uBD ;J<iSTING RIGHT- OF- WAY 34 ox NTERNATIONAL 34 Bl OTBOUNDARY 34 OL

~ Ill ~AlLIS PERMNDARAN £!0UNDARY 34 OBP 0

~ c UKIM 34 BK z 0 ROPOSED RIGHT-OF-WAY 34 :JS 0 )>

G) 'l! -<eSERVE 34 u BR

~ t«.>AD RESERVE 34 uu -u ECTION 35 OBX ;!; TATE 35 OBS ()

UB- DISTRICT 35 BE

~ ENERATED CROSS- SECTION 391 GE (/) URVEY CROSS- SECTION 39 X

UILDING TYPES AND NAMES 1 ' B URIAL GROUND TYPE D ERTIFIED PLAN NUMBER FOR LAND LOTS l'l ENERAL TEXT 'T _, AND LOT NUMBER L s ~UKIM DISTRICT NAMES M IVERNAMES R

AD DIRECTION I TYPE J URVEY ANNOTATIONS •s EGETATIONS I LAND-USE 1 "V

n NTOUR NORMAL 50 ZN 0

PPROXIMATE CONTOUR 50 ZE !S 0 NDEX CONTOUR 50 zx ,;; NTE~EDIATE CONTOUR 50 Zl

w D POINT STRING I SPOT LEVEL 521 p p 0 r- ~lr-nA I """' ......... n<"r- _, ,.... ............ I~ I,.._ <O

MOSS FEATURE ' ; FOR ROAD SURVEY AND

1-

" m z Q z G)

fiON I WIRE FENCE

AIN UNK FENCE

11' IIOSS CODE

~~~RETE WALL .I i;;l 10~ 1 H~UGC UN~ I ;,u'll IUH

, FENCE 1

30a 10 FS

1 ENCE 30 OFW 307J IOFZ

. 4011P IPUE 8C 4U4 1-" wuvv

ELECTF

J!! NERAL 41 4i 4i 4i 4'0i 4( 4'

m ~ <!1 n

TNB. UN~S

; ( ELECTRIC ) vN

42 p

JY iM i07AO

IPUKIAO JU iX

·~AN HOLE r TELEOOM l 42 P r uv

_, IPEUNE ( TELEOOM l 42 PULl AT I l!) rELECOM BOX (PILLAR 42 P PUD I ~ I ~LECOM CABlE MARKER 42 P PUZ 0 ELECOM POLE 42 P PUT ;;:: ~ECOM TELEPHONE EXCHANGE 42 BPT I

I TOWER 42 con

E BOX 42 P ? '~LUUM MAT\IHUL~ 48

Si 0 AXIS MANHOLE ¢

E ~ ELOOM MARKER 48 nv I :::l AXIS MARKER 48 HD fJl HYDRANT 441 P PUH

IPEUNE WATER 44 P PUI AX ::E TAND PIPE 44 P PUP I :!:j NATER BOARD MARKER 44 P PUV I !lJ NATER PIPE VALVE 44 P PUB

lATER PUMPING STATION 44 BVW 58 p

JS I ~UX/ l~ I I ~K I::UX (POL~)

METER

~ LOWER I V> !<U BBISH BIN :;; PLANTER OONC. PERM! £ IRON LATTICE FOR PLANT ~ ~SVALVE z MANHOLE MP ~ MANHOL!; fRO

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10

MOSS FEATURE , iDISCRIPTION TRAVERSE GPSSTATION GENERb.~nr.

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12

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13

JADUAL KADAR BAYAR PERKHIDMATAN UKUR TANAHBAGI TUJUAN KEJURUTERAAN

Berikut ialah jadual bayaran perkhidmatan yang dijalankan oleh Jurukur Tanah Berlesen yang berdaftar di bawah Akta Jurukur Tanah Berlesen 1958 (Akta 458) (Pindaan 1991). Jadual bayaran ini berdasarkan kepada kos sehari bagi satu pasukan ukur seperti berikut:-

Semenanjung Malaysia : RM743.00

Sabah, Sarawak dan : RM966 (Kadar Semenanjung Malaysia + 30%) Wilayah Persekutuan Labuan

PART I

GENERAL ENGINEERING SURVEY

1. GENERAL ITEMS

Para 1.1 to 1.14 prescribe work items and work rates applicable in all types of survey. They are to be included as when necessary part and parcel of the relevant work items for any particular survey.

1.1 Classification of Terrain and Ground Condition

The following classification of terrain and ground condition is to be adopted in determining the general ground condition of the project site.

Classification of Terrain and Ground Condition

Description

Flat and undulating area

Hilly area

Swampy area

Built up area

up to 10 degrees slope or differences in heights of not more than 20 metres

exceeding 10 degrees slope or difference in heights of more than 20 metres

generally wetted at the time of survey whether temporary or permanent in nature

area with man made structure such as building, road, fence, drain, hedge, cutting, embankment and etc.

1.2 Preparatory Work

Work rate for preparatory work is 1 party-day.

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1.3 Mobilization and Demobilization

Work rates for mobilization and demobilization per party are as follow:

Distance between Worksite and Headquarters

Mobilization and Demobilization Cost

50 kilometres or less

More than 50 kilometres but not exceeding 150 kilometres


Exceeding 300 kilometres

Nil

1 party-day

2 party-days

3 party-days

1.3.1 Mobilization of the survey party by the following modes of transportation where necessary shall be reimbursable at cost.

1.3.1.1 Hire of helicopter or aircraft and crew1.3.1.2 Hire of boat and crew1.3.1.3 Hire of additional motor vehicles and drivers under exceptional circumstances.1.3.1.4 Air fares

1.4 Point Positioning by Satellite

This item provides the fee for Point Positioning with the use of Satellite.

The survey rates chargeable under this item for each job shall consist of the following charges:-

1.4.1 Charge for mobilization and demobilization of 3 Field parties shall be as follows:

Distance to Worksite from Headquarters Charge for 3 Field Parties



Exceeding 300 kilometres

RM 2,700

RM 5,400

RM 8,100

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1.4.2 Basic charge – RM 4,660.00

1.4.3 Charge for positioning of each point is RM1,970.00

1.4.4 Charge for the construction of a monument similar to type ‘C’ Mark of Survey Department is RM 300.00

1.4.5 Charge for site clearance for observation shall be on reimbursable basis.

1.4.6 Charge of Survey in Security Areas shall be as per item 1.8.

1.5 Planimetric Control and Connection

The accuracy for planimetric control and connection shall not be less than 1 in 4000.

The planimetric control and connection includes:

i) Connection to Survey Department datum, andii) Along the proposed or existing routes or alignment

1.5.1 Rates for planimetric control and connection are as follows:


Peninsular Sabah/Sarawak


Hilly area

Swampy area

Built up area

RM2.00 / metre

RM2.50 / metre

RM2.50 / metre

RM2.50 / metre

RM2.60 / metre

RM3.25 / metre

RM3.25 / metre

RM3.25 / metre

1.6 Height Control and Connection

The height control and connection includes:

i) Connection to Bench Marks, andii) Along the proposed or existing routes or alignment

1.6.1 Height control shall be established on the following conditions:

1.6.1.4 The datum for height control shall be established by at least two existing Bench Marks.

1.6.1.5 The surveyor shall take the shortest practical route.

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1.6.2 Work rates are as follow:

Work rate in kilometreper party-day

Class for Heighting

Accuracy(in metres)

Flat and Undulating

Hilly & Swampy& Built up area

a. Ordinary

b. Precise

+ 0.02 √ km

+ 0.003 √ km

Where k is the distance in kilometre

1.6 km / party-day

0.5 km / party-day

1.0 km / party-day

0.3 km / party-day

The surveyor may use any methods that he considers most suitable for the job to meet the accuracy required.

1.7 Monumenting

(Construction of Intersection Points, Temporary Bench Marks and Reference Marks)

These rates are applicable if work item monumenting is done together with items 1.5 and 1.6.

1.7.1 Monumenting

The work rates for monumenting are as follows:-

Monument TypeMarks Per Party-days

Accessible Inaccessible

a. With concreting

b. Without concreting

4

5

2

3

1.7.2 Specification for Standard Monument

The temporary bench marks (TBM) standard monument shall be constructed out of a 1 metre length of 40 mm diameter galvanized iron pipe set in concrete of dimension 30cm x 30cm c 30cm. The TBM standard monument number and the value of the TBM must be written on the concrete.

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1.7.3 Specification for Standard Monument without Concreting

The temporary bench marks (TBM) standard monument shall be constructed out of a 1 metre length of 40 mm diameter galvanized iron pipe to be firmly embedded.

1.7.4 Non Standard Monument

In the event where the Surveyor is required to construct monuments according to non-standard specifications the charge shall be at actual cost.

1.8 Survey in Security Areas

1.8.1 Where security pass or permit has to be obtained from the authority, an additional charge of 25% of the total fees is applicable; or

1.8.2 Where armed escort is required and working hours are dictated by relevant authority, and additional fee of 50% of the total fees is applicable; and

1.8.3 When there is a waiting time after mobilization an additional charge at RM900.00 per party-day shall be applicable.

Where required, the provision of armed escort shall be at no cost to the Licensed Land Surveyors.

1.9 Survey in Inaccessible Areas

Where the survey worksite is away from motorable road, the following charges are applicable:

Distance to Worksite from Motorable Road Additional Charges

a. 0 kilometre to 2 kilometres

b. More than 2 kilometres

No additional charge

20% of the total fees

1.10 Reimbursable

1.10.1 Reimbursements for out of pocket expenditure incurred are as follows:

1.10.1.1Actual expenses incurred in purchase of relevant documents, plans, maps, record and etc.

1.10.1.2Actual expenses incurred for telegrams, fax telex, telephone calls and etc.

1.10.1.3Hiring charge of special equipments and software packages as agreed with the client.

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1.10.1.4Expenses incurred in traveling, accommodation and subsistence allowance shall be as follows:-

i) Travelling Air Fare Actual Milage 50 cents per km

ii) Hotel Maximum RM 180.00++ per dayiii) Subsistence Allowance RM85.00 per day

1.10.1.5Expenses incurred in the use of special transportation e.g. helicopter, boat etc. as agreed with the client.

1.11 Preparation of Land Acquisition Plans

1.11.1 Preparatory work as per item 1.2.

1.11.2 All certified plans and cadastral sheets purchased for the compilation / preparation of the land acquisition plans shall be charged as per item 1.10.3.1

1.11.3 The time involved for search at the Land Office and other Government Department will be charged at RM10.00 per hour plus traveling expenses chargeable as per item 1.10.3.4.

1.11.4 Charge for computation and plan drawing shall be RM20.00 per lot subject to a minimum charge of RM400.00 per A1 size sheet.

Conditions:

Land acquisition plans shall be complied from the Survey Department cadastral sheet, and on the same scale. This drawing shall show:

(i) lot boundaries with bearings and distances within the surveyed corridor

(ii) lot numbers

(iii) lot areas

(iv) any other information normally shown on Survey Department cadastral survey sheets.

1.12 Processing, Conversion and Translation of Digital Data together with Quality Assurance

Where the survey result is required to be submitted in a designated format, a charge of 20% of the total survey fees is applicable.

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1.13 Transformation of Co-ordinates

The charge shall be RM20.00 per point subject to a minimum charge of RM400.00 per job.

1.14 Supply of Plans and Documents

1.14.1 Plans and documents to be supplied to the client without charge shall be as follows:

1.14.1.1One (1) set of plan on tracing paper of weight 105/110 gms / sq.m.

1.14.1.2Two (2) sets of paper prints

1.14.1.3Digital data in DWG format

1.14.1.4All relevant data, field book, drawing, calculation sheet, etc. prepared in the execution of the contract.

Condition:

Except 1.14.1.1 all other documents shall bear the signature of the Licensed Land Surveyor.

1.14.2 The cost of replotting any drawing on a different scale on A1 size is RM280 per sheet.

1.14.3 Additional sets of transparencies or paper prints shall be supplied at the following cost:

Type of Size of Plan Charge per copy

Film transparency of A1 size

Tracing paper transparency of A1 size

Tracing paper transparency of A2 size or smaller

Paper print of A1 size or smaller

RM50.00

RM30.00

RM25.00

RM10.00

2. SITE SURVEY

2.1 Classification of Sites

Survey sites may include:-

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2.1.1 Building sites

2.1.2 Dam sites

2.1.3 Sites for traffic interchanges and road junction

2.1.4 Any site for development and construction.

Fees for Site Survey are as follows:-




Rates for mobilization and demobilization shall be as per item 1.3.

2.4 Demarcation of Boundaries, Planimetric Control and Connection

Rates for demarcation of boundaries, planimetric control and connection shall be as per item 1.5.


Work rates for height control and connection shall be as per item 1.6.

2.6 Monumenting

Work rates for monumenting shall be as per item 1.7. These rates are applicable if work item monumenting is done together with item 2.2, 2.3, 2.4 and 2.5.


Work rates for survey in security areas shall be as per item 1.8.


Work rates for survey inaccessible areas shall be as per item 1.9.

2.9 Reimbursable

The charge for reimbursable shall be as per item 1.10.

2.10 Topographical Survey

These rates are applicable if work item topographical survey is done together with items 2.2, 2.3, 2.4, 2.5 and 2.6.

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2.10.1 Contour and Detail

Work rates per party-days in hectare are as follows:-

Classification of Terrain And Ground Condition

Contour Intervals1 metre 2 metres 3 metres

Flat & Undulating area

Hilly area

Swampy area

Built up area

1.25

-

1.00

1.00

1.50

0.75

1.25

1.25

1.75

1.00

1.50

1.50

2.10.2 Grid Heighting

Work rates per kilometer in party-days are as follows:-


Grid Interval(With detail)

10 m 20 m

Grid Interval(Without detail)

10 m 20 m

Developed area

Built up area

Undeveloped area

Swampy area

5.00

6.00

4.00

5.50

2.50

3.00

2.00

2.75

2.50

3.00

2.00

2.75

1.25

1.50

1.00

1.40

2.11 Minimum Fee

The minimum fee shall be 2 party-days which is inclusive of 1 party-day for preparation works.


The charge for preparation of land acquisition plans shall be as per item 1.11.

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Where the survey result is required to be submitted in a designated format the charge shall be as per item 1.12.


The charge for conversion and transformation of coordinates shall be as per item 1.13.


The charge for supply of plans and documents shall be as per item 1.14.

3. CROSS-SECTIONING WITH SOUNDING FOR BRIDGE SITES

Fees for Cross-Sectioning with sounding for bridge sites survey are as follows:-






Rates for planimetric control and connection shall be as per item 1.5.



3.5 Monumenting






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3.8 Reimbursable


3.9 Survey of Bridge Sites

The work rates for the survey of bridge site shall be 5.50 party-day / per hectare, excluding the generally wetted area. These rates are applicable if work item survey of bridge sites is done together with items 3.1, 3.2, 3.3, 3.4 and 3.5.

3.10Cross-Sectioning with Sounding

These rates are applicable if work item topographical survey is done together with items 3.1, 3.2, 3.3, 3.4 and 3.5.

3.10.1 Depth of water less than 1 metre

Where the depth of water is less than 1 metre, the work rate shall be 8 party days per kilometer of cross-sectioning with spot level taken at 10 metres intervals. If the interval is less than 10 metres the fees shall be increased proportionately.

3.10.2 Depth of water greater than 1 metre

Where the depth of water is greater than 1 metre, the charges are as follows:

3.10.2.1 Mobilization and demobilization of boat is RM600.00 per boat

3.10.2.2 Boat rental RM300.00 per boat per day

3.10.2.3 Work rate for cross-sectioning shall be 8 party-day per kilometer of cross-sectioning with spot level taken at 10 metres intervals. If the interval is less than 10 metres the fees shall be increased proportionately.


The charges for preparation of land acquisition plans shall be as per item 1.11. These rates are applicable of work item preparation of land acquisition plans is done together with item 3.1.


Where the survey result is required to be submitted in a designated format, the charge shall be as per item 1.12.

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4. ROAD AND RAILWAY SURVEY

Fees for Road and Railway Survey are as follows:-









4.5 Monumenting






4.8 Reimbursable


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4.9 Survey of Strip with Spot Level and Detail

These rates are applicable if work item survey of strip with spot level at 20 metres interval is done together with items 4.1, 4.2, 4.3, 4.4, 4.5 and 4.11. The work rates per party-day in hectares are as follows:


Rate

Developed area / flat & undulating area

Built up area

Undeveloped area / hilly area

Swampy area

2.0 ha / party-day

1.5 ha / party-day

1.5 ha / party-day

1.0 ha / party-day

4.10Setting Out of Centre Line of Road and Railway

These rates are applicable if work item setting out of center line of road and railway is done together with items 4.1, 4.2 and 4.3.

4.10.1 Setting out of center line of road and railway from IP to IP with chainage pegs at 20 metres intervals.

The work rates in party-days per kilometer are as follows:


Rate


Hilly area

Swampy area

Built up area

2.75 party-days / km




4.10.2 Setting out of center line of road and railway from IP to IP with 20 metres intervals chainage pegs and curve settings.

Work rates in party-days per kilometer are as follows:-


Rate


Hilly area

Swampy area

Built up area





Condition

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Where the chainage interval is less than 20 metres then the fees shall be increased proportionately.

4.11Connection to Reference Markers

These rates are applicable if work item connection to reference markers is done together with items 4.1, 4.2, 4.3 and 4.4.

Rates for connection to reference markers shall be as follow:

4.11.1 Planimetric Connection

Rates for planimetric connection shall be as per item 1.5.

4.11.2 Height Connection

Work rates for height connection shall be as per item 1.6

4.12 Longitudinal Profiling Along Established Chainage Pegs

Longitudinal Profiling is the determination of levels at the pegs established and is done together with item 4.10. The work rate in party-days per kilometer are as follows:-


Rate


Hilly area

Swampy area

Built up area





Condition

(i) Levels to be taken at every 20 metres and at any points to indicate significant change in slope.

(ii) Where the chainage interval is less than 20 metres then the fees shall be increased proportionately.

4.13 Cross-sectioning

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Cross-sectioning shall be carried out at the chainage pegs established and is done together with item 4.10 and 4.12.

The work rates in sections per party-days are as follows:


Rate


Hilly area

Swampy area

Built up area

7 sections / party-day




Condition

(i) Where the total width is more than 70 metres then the fees shall be increased proportionately.

4.14 Setting Out of Reserve Boundaries

These rates are applicable if work item setting out of reserve boundaries is done together with items 4.10.

The work rates in party-days per kilometer are as follows:-


Rate


Hilly area

Swampy area

Built up area

2.5 party-days / km

3.0 party-days / km

3.0 party-days / km

3.0 party-days / km

Conditions

(i) The above rates are only applicable when the setting out of the reserve boundary is carried out together with the setting out of the center line. Otherwise the normal rates for planimetric control and connection as per item 1.5 shall apply.

(ii) Hard wood pegs to be planted at turning points and jungle roller pegs at intermediate points on the reserve at about 100 metres 7 intervals.

(iii) For reserve width of 60 metres or less, fees shall be charged according to the distance measured along the center-line of the reserve.

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(iv) For reserve width of more than 60 metres, or where the setting out has to be carried out along both sides of the reserve, fees shall be charged according to planimetric control and connection rates as per item 1.5 measured along both sides of the reserve.


The charges for preparation of Land Acquisition Plans shall be as per item 1.11. These rates are applicable if work item preparation of land acquisition plans is done together with item 4.1.






The charges for supply of plans and documents shall be as per item 1.14.

4.18.1 Types of Plans to be Supplied

The types of plans to be supplied to the client’s department are as follows:-

4.18.1.1 Location plan of the survey area at a suitable scale such that the area under study can be shown in a single standard size sheet. The chainages of the alignment shall be indicated for ease of cross referencing with the detail plans.

4.18.1.2 Longitudinal profile and plan shall show details of ground levels, chainages and all features as required the survey stations along the center-line of the road, IPs, locations of the cross-sections taken, reference points and bench marks. All items shall be clearly indicated and referenced. The longitudinal profile shall be at a scale of:

1 : 1000 (horizontal)1 : 100 (vertical)

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4.18.1.3 Drawing of all the cross-sections taken along, the centre line of the proposed road, plotted in consecutive order, to a scale of 1 : 100 both horizontal and vertical. The drawings shall show details of ground levels and distances from the centre line of pavement, shoulders, etc.

4.18.1.4 All formats of plans submitted shall conform to accepted practice. All drawings shall be on A1 size unless otherwise agreed.

5. PIPELINE SURVEY

Fees for Pipeline Survey are as follows:-









5.5 Monumenting






5.8 Reimbursable


5.9 Setting Out of Pipeline

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Setting out of Pipeline from IP to IP with chainage pegs at 20 metres intervals. These rates are applicable if work item setting of pipeline is done together with items 5.1, 5.2, 5.3, 5.4 and 5.5.

The work rates in party-days per kilometer are as follows:-


Along Existing Road Other areas


Hilly area

Swampy area

Built up area









5.10 Longitudinal Profiling

Longitudinal Profiling is the determination of levels at the pegs established and is done together with 5.9. The work rates in party-days per kilometer are as follows:-


Along Existing Road Other areas


Hilly area

Swampy area

Built up area





1.5 party-days / km

2.5 party-days / km

2.5 party-days / km

2.5 party-days / km

Conditions

(i) Levels along center-line of the pipeline route to be taken at 20 metre intervals and at points necessary to show any significant changes in slope.

(ii) Longitudinal sections along the pipeline route shall be drawn to a scale of :

1 : 1000 (horizontal)1 : 100 (vertical)

(iii) At all streams, bridge and culvert crossings the following information shall be obtained:

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(a) Section of streams along the pipeline center-line giving levels at intervals sufficiently close to show the bed levels.

(b) The soffit level of the longitudinal beam of the bridges, together with their spans and the locations of the columns.

(c) The invert levels and the crown levels of all culverts.

5.11 Survey of Site with 0.5 metre Contour and Detail

These rates are applicable if work item survey of site with spot level at 20m interval and detail is done together with items 5.1, 5.2, 5.3, 5.4 and 5.5.

5.11.1 0.5 metre contour and detail survey 0.75 ha/party-days

5.11.2 The charge for minimum fees shall be as per item 2.11.

5.12 Cross-Sectioning

The charges for cross-sectioning shall be as per item 4.13.


The charges for survey of strip with 2 metre contour interval and detail shall be as per item 4.9.

5.14 Setting out of Reserve Boundaries

The fees for setting out of reserve boundaries shall be as per item 4.14.


The charges for preparation of land acquisition plans shall be as per item 1.11. These rates are applicable if work item preparation of land acquisition plans is done together with items 5.1




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The charges for conversion and transformation of coordinates shall be as per item 1.13.



PART II

ENGINEERING SURVEY FOR DRAINAGE AND IRRIGATION

6. CLASSIFICATION OF TERRAIN AND GROUND CONDITION

The following classification of terrain shall be applied :

6.1 Developed area refers to an area currently planted with padi..

6.2 Built-up area refers to an area with man-made structures such as building, road, fence, drain, hedge, cutting, embankment etc.

6.3 Undeveloped area refers to any area other than that referred to in 6.1 and 6.2 above.

6.4 Swampy area refers to generally wetted area at the time of survey whether temporary or permanent in nature.

6.5 Tidal area refers to an area subjected to inundation by tides.

7. SITE SURVEY

Fees for Site Survey are as follow :-

7.1 Preparatory work for Site Survey



Work rates for mobilization and demobilization shall be as per item 1.3 .


Rates for planimetric control and connection shall be as per item 1.5 .


Work rates for height control and connection shall be as per item 1.6 .

7.5 Monumenting

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Work rates for monumenting shall be as per item 1.7 . These rates are applicable if work item monumenting is done together with items 7.1, 7.2, 7.3 and 7.4.

7.6 Survey is Security AreasWork rates for survey in Security areas shall be as per item 1.8 .

7.7 Survey in inaccessible Areas

Work rates for survey in inaccessible areas shall be as per item 1.9 .

7.8 Reimbursable

The charge for reimbursable shall be as per item 1.10 .

7.9 Topographical Survey

These rates are applicable if work item topographical survey is done together with items 7.2, 7.3, 7.4, 7.5 and 7.6

7.9.1 Contour and Detail

Work rates per party-days in hectares are as follows :


Contour Interval1 metre 2 metre 3 metre

Flat and Undulating area / develop 1.25 1.50 1.75

Hilly area / undeveloped - 0.75 1.00

Swamp area 1.00 1.25 1.50

Built up area 1.00 1.25 1.50

7.9.2 Grid Survey

Cost in party-day per kilometre


Base Line and Height Control

Grid line with Spot Levels at intervals of

25 metre 50 metre 100 metre and above

Developed area 2.50 2.00 1.75 1.50Built up area 3.00 3.00 2.75 2.50Undeveloped area 3.25 2.50 2.25 2.00Swampy area 4.00 3.50 3.25 3.00Tidal area 4.50 4.00 3.75 3.50

7.10 Minimum Fee for Site Survey

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The minimum fees shall be 2 party-days which is inclusive of 1 party-day for preparatory work. The method of survey shall be left to the professional discretion of the Licensed Land Surveyor.


The charge for preparation of land acquisition plans shall be as per item 1.11 .

7.12 Processing, Conversion, and Translation of Digital Data together with QualityAssurance

Where the survey results is required to be submitted in designated format, the charge shall be as per item 1.12 .


The charges for conversion and transformation of co-ordinates shall be as per item1.13


The charge for supply of plans and documents shall be as per item 1.14 .

8. WATERWAY SURVEY

Fees for Survey Waterways (inclusive of Lakes, Ponds and Reservoir) are as follows :-

8.1 Preparatory work



Work rates for mobilization and demobilization shall be as per item 1.3.


Rates for planimetric control and connection of the site shall be as per item 1.5.



8.5 Monumenting

Rates for monumenting shall be as per item 1.7. These rates are applicable if work item monumenting is done together with items 8.1, 8.2, 8.3 and 8.4.

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Work rates for survey in inaccessible areas shall be as per item 1.9.

8.8 Reimbursable


8.9 Survey of Strip with Detail

These rates are applicable if work item survey of strip with detail is done together with items 8.1, 8.2, 8.3, 8.4 and 8.5. Work rates per party-days in hectare are as follows:


Rate

Developed area / flat & undulating area 2.00 ha / party-daysBuilt up area 1.50 ha / party-daysUndeveloped area / hilly area 1.50 ha / party-daysSwampy area 1.00 ha / party-daysTidal area 0.75 ha / party-days

8.10 Setting Out of Centre Line of Proposed Route, Waterways, Canals and Drains

These rates are applicable if work item setting out of centre line, longitudinal sectioning and cross sectioning for the proposed route, waterways, canals and drains is done together with items 8.1, 8.2, 8.3, 8.4, 8.5 and 8.9.

Cost in party-day per kilometer

Classification of Terrain and

Ground Condition

Setting Out

Longitudinal Section With Spot Levels at interval

of

Cross section at 50m intervals for surveyed width of

50m 100m 50m 75m 100mDeveloped area 2.75 1.25 1.00 1.75 2.00 2.25Undeveloped area 4.25 1.75 1.00 2.00 2.50 3.00Built up 4.25 2.00 1.75 2.00 2.50 3.00Swampy area 4.25 2.25 2.00 2.75 3.25 3.75Tidal area 4.75 2.50 2.25 3.00 3.50 4.00

8.11 Survey of Existing route, Waterways, Canals and Drains

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These rates are applicable if work item setting out of centre line, longitudinal sectioning and cross sectioning of existing route, waterways, canals and drains is done together with items 8.1, 8.2, 8.3, 8.4, 8.5 and 8.9.

Classification of Terrain and

Ground Condition

Alignment Survey

Longitudinal Section With

Spot Levels at interval of

Cross section at 50m intervals for surveyed

width of

50m 100m 50m 75m 100mDeveloped area 3.00 1.75 1.50 2.25 2.50 2.75Undeveloped area 3.50 2.25 2.00 2.50 3.00 3.50Built up 3.50 2.50 2.25 2.50 3.00 3.50Swampy area 3.50 2.75 2.50 3.25 3.75 4.25Tidal area 4.25 3.00 2.75 3.50 4.00 4.50

Specifications :

(i) Setting out of center line from IP to IP of proposed or existing where applicable of route, waterways, canals and drains shall be carried out at 50 metres interval.

(ii) where the interval of setting out is less or more than 50 metre then the fees shall be increased or decreased proportionetely.

(iii) Only x and y coordinates of the setting our makers are to be supplied.

(iv) Longitudinal section survey of existing route, waterways, canals and drains include taking of levels of the right and left banks.

(v) Levels shall be taken along alignment at every 50 metre interval and at points necessary to show significant change in slope.

(vi) Cross section survey shall be carried out at intervals of 50 metres and across corridor width of 50 metre.

(vii) Where the width of corridor and intervals is more of less than 50 metres then the fees shall be increased or decreased proportionately.

(viii) If the depth of the route, waterways, drains and canals at the time of survey is more than 1 metre the charge shall be as per item 3.10.2 of Part 1.

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8.12 Site Survey

Cost in party-day per site


Rate for Site of 150m x 150m

Developed area 2.5 party-day / siteUndeveloped area 3.5 party-day / siteBuilt up area 3.5 party-day / siteSwampy area 3.5 party-day / siteTidal area 3.5 party-day / site

Conditions :

(i) Cross-section survey shall be carried out at intervals of 50 metre and across corridor width of 50 metre.

(ii) Where the width of corridor and intervals is more than 50 metres then the fees shall be increased proportionately.

(iii) If the depth of the waterways at the time of survey is more than 1 metre the charge shall be as per item 3.10.2 .

8.13 Setting-out of Waterways Reserve

These rates are applicable if work item setting out of waterways reserve is done together with items 8.1, 8.2, 8.3 and 8.10 .

Work rates in party-days per kilometre are as follows :


Rate

Developed area 2.5 party-days / kmBuilt up area 3.0 party-days / kmUndeveloped area 3.0 party-days / kmSwampy area 3.0 party-days / kmTidal area 3.5 party-days / km

Conditions :

(i) The above rates are only applicable when the setting our of the reserve boundary is carried out together with the setting out of the centre line.Otherwise the normal rates for planimetric control and connection as per item 1.5 shall apply.

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(ii) Hard wood pegs to be planted at turning points and jungle roller pegs at intermediate points on the reserve at about 100 metre intervals and where the intervals is less than 100 metres the fees shall be increased proportionately.

(iii) For reserve width of 60 metres or less, fees shall be charged according to the distance measured along the centre-line of the reserve.

(iv) For reserve width of more than 60 metres, or where the setting out has to be carried out along both sides of the reserve, fees shall be charged according to planimetric control and connection rates as per item 1.5 measured along both sides of the reserve.


The charge for preparation of land acquisition plans shall be as per item 1.11 .


Where the survey result is required to be submitted in designated format, the charge shall be as per item 1.12 .


The charges for conversion and transformation of co-ordinates shall be as per item 1.13 .


The charge for supply of plans and documents shall be as per item 1.14 .

PART III

ENGINEERING SURVEY FOR TRANSMISSION LINE

9. CLASSIFICATION OF TERRAIN AND GROUND CONDITION

The following classification of terrain shall be applied :

9.1 Flat and undulating area refers to an area with terrain of up to 10 slope.

9.2 Hilly area refers to an area with terrain exceeding 10 slope.

9.3 Swampy area refers to generally wetted area at the time of survey whether temporary or permanent in nature.

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9.4 Built-up area refers to an area with man-made structures such as buildings, road, fence drain, hedge, cutting, embankment etc.

10. TRANSMISSION LINE SURVEY

Fees for Transmission Line Survey are as follow :

10.1 Preparatory work

Work rate for preparatory work is 1 party-day per job.


Work rates for mobilization and demobilization shall be as per item 1.5 .


Rates for planimetric control and connection shall be as per item 1.5 .


Work rates and condition for height control and connection shall be as per item 1.6 .

10.5 Monumenting

Work rates for monumenting shall be as per item 1.7 . These rates are applicable if work item monumenting is done together with items 10.1, 10.2, 10.3 and 10.4 .


Work rates for survey in security areas shall be as per item 1.8 .


Work rates for survey in inaccessible areas shall be as per item 1.9 .


These rates are applicable if work item survey of strip with spot level at 20m interval is done together with items 10.1, 10.2, 10.3, 10.4 and 10.5 .

The work rates per party-days in hectare are as follows:

Classification of Terrain And Ground Condition RateFlat & undulating area 2.0 ha / party-dayHilly area 1.5 ha / party-daySwampy area 1.0 ha / party-dayBuilt up area 1.5 ha / party-day

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10.9 Setting-out of Centre Lie of Transmission Line

These rates are applicable if work item setting-out of centre line of transmission line is done together with item 10.8.

Work rates in party-days per kilometer are as follows:

Classification of Terrain And Ground Condition RateFlat & undulating area 2.75 party-days / kmHilly area 4.25 party-days / kmSwampy area 4.25 party-days / kmBuilt up area 4.25 party-days / km

Conditions:

(i) The setting-out of centre line of transmission line shall be carried out at 200 metres intervals.

(ii) Angle positions shall be indicated by emplacement of galvanized iron pipes 1 meter in length and 40 mm in diameter. The pipe shall be buried in the ground to a depth of 0.75 meter and remaining exposed portion to be painted red.

(iii) Where the interval is less than 200 metres then the fees shall be increased proportionately.

10.10 Longitudinal Profiling

These rates are applicable if work item longitudinal profiling is done together with item 10.9.

Work rates in party-day per kilometer are as follow:-

Classification of Terrain And Ground Condition RateFlat & undulating area 1.50 party-days / kmHilly area 2.75 party-days / kmSwampy area 2.75 party-days / kmBuilt up area 2.75 party-days / km

Conditions:

(i) Levels shall be taken at every 50 metres intervals and points necessary to indicate significant changes in slope.

(ii) Where the interval is less than 50 metres then the fees shall be increased proportionately.

10.11 Cross-Sectioning

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These rates are applicable if work item cross sectioning is done together with item 10.8 and 10.10.

Work rates in party-day per section are as follows:-

Classification of Terrain And Ground Condition RateFlat & undulating area 14 sections / party-dayHilly area 10 sections / party-daySwampy area 10 sections / party-dayBuilt up area 10 sections / party-day

Conditions:-

(i) The total width of each section shall be 10 meters.

(ii) Where the width is more than 10 meters then the fees shall be increased proportionately.

10.12 Setting Out of Tower/Pylon Positions

These rates are applicable if work item setting out of tower/ pylon positions is done together with items 10.1, 10.2 and 10.3.

The work rates in tower/ pylon per party-day are as follows:-


Rate

Flat & undulating area 3 towers/ pylon per party-dayHilly area 2 towers/ pylon per party-daySwampy area 2 towers/ pylon per party-day

10.13 Site Survey for Tower/Pylon Positions

These rates applicable if work item site survey for survey for tower/ pylon positions is done together with items 10.1, 10.2, 10.3, 10.4 and 10.5.

Work rates in sites per party-day are as follows:-

Classification of Terrain And Ground Condition RateFlat & undulating area 3 sites per party-dayHilly area 2 sites per party-daySwampy area 2 sites per party-day

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Conditions:-

(i) The maximum area per site shall be 100 square meters.(ii) Spot levels shall be taken at 2 meters intervals.(iii) Where the interval is less than 2 meters then the fees shall be increased

proportionately.(iv) Where the area is more than 100 square meters the fees shall be increased

proportionately.

10.14 Setting Out Reserve Boundaries

These rates are applicable if work item setting out reserve boundaries is done together with item 10.9.



Contour Interval60m 40m 20m

Flat & undulating area 2.5 party-day 2.25 2.0Hilly area 3.0 party-day 2.75 2.5Swampy area 3.0 party-day 2.75 2.5Built up area 3.0 party-day 2.75 2.5

Condition:-

(i) Setting-out shall be carried out by off-setting from the centre line 200 meters markers.

10.15 Marking of Trees within the Reserve Boundaries

These rates are applicable if work item marking of trees within the reserve boundaries is done together with item 10.14.



Contour Interval20m 40m 60m

Flat & undulating area 0.50 party-day 0.75 party-day 1.00 party-dayHilly area 0.75 party-day 1.00 party-day 1.25 party-daySwampy area 0.75 party-day 1.00 party-day 1.25 party-dayBuilt up area 0.50 party-day 0.75 party-day 1.00 party-day

Conditions:-

The trees to be marked shall be 30 centimeters or more in diameter measured at approximately 1 meter above ground level.

10.16 Reimbursable

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Rates and conditions for preparation of Land Acquisition Plans shall be as per item 1.11 of Part 1. These rates are applicable if work item preparation of land acquisition plans is done together with items 10.1 .


Where the survey results if required to be submitted in designated format, the charge shall be as per item 1.12 .


The charges for conversion and transformation of co-ordinates shall be as per item 1.13 .


Cost of plans and documents to be supplied shall be as per item 1.14 .

PART IV

ENGINEERING SURVEY FOR AERIAL MAPPING

11. Aerial Mapping

11.1 Aerial Mapping Rate

Compilation Scale Ground Control Fee Compilation Fee

Smaller than or equal to 1 : 10000 RM0.5(Cx(D+H)) RM(24.00xA)x0.5

Larger than 1:10000 but smaller than or equal to 1 : 4000

RM(Cx(D+H)) RM(24.00xA)

Larger than 1 : 4000 but smaller than or equal to 1:1000

RM1.5(Cx(D+H)) RM(24.00xA)x1.5

Larger than 1:1000 RM2.0(Cx(D+H)) RM(24.00xA)x2.0

Where A is the area in Hectare.

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C is the distance in metre = 5A x 10,000 D is the rate for traversing as provided in terms 1.5 of Part I H is the rate for heighting as provided in para 1.6 of Part I

11.2 Deliverables

(i) The compiled hard copy plans.(ii) Digital data in DWG format.

Where the survey result is required to be submitted in a designated format anadditional charge of 20% of the total survey fees is applicable.

12 Aerial Photography

Aerial photography will be charged on actual cost plus 25% management fee. Reimbursable items are :

12.1 Cost of chartering of aircraft.

12.2 Cost of rental of equipment such as camera and navigation equipment.

12.3 Cost of photographic material such as aerial film, paper, diapositive, chemical and processing.

12.4 Cost of security supervision.

13. Reimbursable


PART V

HYDROGRAPHIC SURVEY FOR TERRITORIAL WATERS

14. General

The schedule of rates for Coastal Hydrographic Surveys in support of :-

• the management of coastal zones• the hydrographic survey of deltaic regions and river mouths up to two

kilometersupstream of the river mouth

• the development of coastal engineering, property, infrastructure projects and activities

• the management and development of jetties, ports, harbours and associated maritime facilities

• the management and development along inland waterways and inland water body

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The General Items in Part I shall be applicable here. Fees for Coastal Hydrographic Survey are as follows :


Work rates for mobilization and demobilization shall be as per item 1.3 of Part I


Work rates for planimetric control and connection of the site shall be as per item 1.5 of Part I.


Work rates for height control and connection shall be as per item 1.6 of Part I.

14.4 Monumenting

Work rate for monumenting shall be as per item 1.7 of Part I. These rates are applicable if work item monumenting is done together with items 14.1, 14.2 and 14.3.


Work rates for survey in security areas shall be as per item 1.8 of Part I.


Work rates for survey in inaccessible areas shall be as per item 1.9 of Part I.

14.7 Reimbursable

The charge for reimbursable shall be as per item 1.10

14.8 Survey of Strip With Detail

These rates are applicable if work item survey of strip with detail is done togetherwith items 14.1, 14.2, 14.3 and 14.4 .

Work rates per party days in hectare are as follows :

14.8.1 Developed area / flat and undulating 2.0 ha / party day

14.8.2 Built up area 1.5 ha / party days

14.8.3 Undeveloped area / hilly area 1.5 ha / party days

14.8.4 Swampy area 1.0 ha / party days

14.8.5 Tidal area 0.75 ha / party days

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14.9 Shoreline Profiling

14.9.1 Topographical (Onshore) Profiling

These rates are applicable if work item of topographical (Onshore) profiling is done together with items 14.1, 14.2, 14.3, 14.4 and 14.8

Cost in party day per km

Specifications Base Line and Height

Control

Profiles at interval of25m 50m 100m and above

Developed area 2.50 2.00 1.75 1.50Undeveloped area 3.00 2.50 2.25 2.00Built up area 3.25 3.00 2.75 2.50Swampy 4.50 4.00 3.75 3.50Tidal area 4.50 4.00 3.75 3.50

Specification :

Spot levels shall not be more than 10 metres apart along the profiling line and shall extend as far into the sea as is possible.

14.9.2 Bathymetric (Offshore) Profiling

These rates are applicable if work item of bathymetric profiling is done together with items 14.1, 14.2, 14.3, 14.4, 14.8 and 14.9.1

Cost in party day per km

Profiles at interval of (m) Party Day / km

25 0.3050 0.4075 0.40

100 or more 0.50

Subject to a minimum of RM 3,000.00 per job.

Specification

(i) The echo sounder shall be calibrated at the start and at the end of each day’s sounding using the bar check method.

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(ii) Continuous echo sounding shall be carried out with the sounding recorded at not more than 10 metres interval along the profiling line.

(iii) Sounding is to be extended as close as possible to the shoreline.

(iv) Sounding must be reduced to the adopted height datum from observed tides.

14.10 Tidal Observation

These rates are application if work item of tidal observation is done together with items 14.1, 14.2, 14.3 and 14.4

14.10.1 Automatic Water Level Recording

Period Installation Measurement and Data Processing

14 days or less RM3,600 RM 5,00030 days RM3,600 RM12,200

Where the duration is less than 30 days but more than 14 days, the fees shall be computed proportionately. Where the duration is more than 30 days, then the fees shall be increased proportionately.

Specification

(i) Water level measurement with self-recording (automatic) water level recorder with the measurement recorded at not more than 15 minutes interval continuously for measurement period.

(ii) The recorded data shall be down loaded at the end of the measurement period and process to produce tabulation of recorded water level in ASCII or MS EXCEL format.

(iii) For the purposes of harmonic analysis of tidal data, a minimum of 30 days recorded data is recommended.

14.10.2 Direct Reading

The cost in party day and lump sum.

Installation of Tide Pole RM 900.00

Tidal Observation RM 20.00 / hour subject to a minimum of1 party day per job

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Specification

(i) Water level measurement by method of direct observation of a tide pole establish in the vicinity of the survey area with the tidal observations carried out at no more that 15 minutes interval.

(ii) The observed data should be processed to produce tabulation of observed tidal levels in ASCII or MS EXCEL format.

14.11 Current Measurement

These rates are applicable if work item current measurement is done together with items 14.1, 14.2, 14.3 and 14.4 .

14.11.1 Self Recording Current Measurement

The Cost in Lump Sum per location per instrument.

Period Installation Measurement and Data Processing

14 days or less RM 7,000 RM 19,60030 days RM 7,000 RM 39,500

Where the duration is less than 30 days but more than 14 days, the fees shall be computed proportionately. Where the duration is more than 30 days, then the feesshall be increased proportionately.

Specification

(i) A self-recording current meter shall be deployed at a designated location with a suitable mooring and recovery system (e.g. U-shape mooring)

(ii) Measurement of current speed and direction using the self recording current meter the measurement of current speed and direction at not more than 30 minutes interval continuously for the measurement period.

(iii) The self-recording current meter must not be subject to bifouling during the measurement period.

(iv) The recorded data shall be down loaded at the end of the measurement period and process to produce tabulation of recorded current speed and direction in ASCII or MS EXCEL format.

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14.11.2 Direct Reading

The cost per location.

Preparation and set up RM1,800

Direct observation of RM 300 / hour

Current Speed and Direction subject to a minimum of RM3,900 per job.

Specification

(i) In-situ observation of the current speed and direction using a direct reading current meter at three depths within the water column (one meter below surface, mid depth, and one meter above the seabed) at the designated location. The current speed and direction will be observed at no more than 30 minutes interval.

(ii) The measurement is normally carried out during spring and neap tidalcondition and the measurement period shall not be less than 13 hours tosufficiently cover the basic tidal cycle.

(iii) The observed data should be processed to produce tabulation of observedcurrent speed and direction in ASCII or MS EXCEL format.

14.12 SeawaterTemperature and Salinity Measurement

These rates are applicable if work item Seawater Temperature and Salinity Measurement is done together with items 14.1, 14.2, 14.3 and 14.4

The cost per location.

Installation RM 1,800

In-situ (direct) observation of Seawater Temperature and Salinity

RM 300 / hour subjectto a minimum of RM3,900 per job.

Specification

(i) In-situ observation of sea water temperature and salinity using direct reading temperature and salinity bridge at three depths within the water column (one metre below surface, mid depth, and one metre above the seabed.) at one designated location. The temperature and salinity will be observed at no more that 30 minutes interval.

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(ii) The measurement is normally carried out during spring and neap tidalcondition and the measurement perild shall not be less than 13 hours tosufficiently cover the basic tidal cycle.

(iii) The observed data shall be processed to produce tabulation in ASCII or MS EXCEL format.

14.13 Seabed (Grab) Soil Sampling

These rate is applicable if work item grab sampling is done together with item 14.1, 14.2, 14.3 and 14.4

Cost in Lump Sum per sample

RM 250 per sample subject to a minimum charge of RM1,250

Specification

(i) Seabed (Grab) soil sampling shall be carried out at designated location using appropriate frab sampler e.g. Van Der Veen type

(ii) The seabed soil samples shall be sent to approved laboratory for particle size distribution (sieve analysis)

14.14 Seawater Sampling

These rates is applicable if work item sea water sampling is done together with item 4.1, 14.2, 14.3 and 14.4 .

Cost in Lump Sum per sample

RM 250 per sample subject to a minimum charge of RM1,250

Specification

(i) Seawater sample shall be collected using an appropriate water sampler atdifferent depths within the water locaion at each designated location.

(ii) Water sample shall be sent to an approval laboratory for total suspended solids analysis.

14.15 Processing, conversion and Transformation to Designated Format With QualityAssurance

As per item 1.12 of Part 1.

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14.16 Preparation of Report and Submission

Cost in Percentage of Total Survey Fees chargeable.

5% of the total Survey Fees chargeable

A minimum fee is RM 2,500 per job.

14.16.1 Survey Report should include, as a minimum, the following

(i) Scope of Work

(ii) Personnel and Equipment

(iii) Methodology

(iv) Significant Events

(v) Data Collected

(vi) Result of laboratory analysis (if applicable)

14.16.2 Supply of Plans and Documents

Supply of Plans and Documents as per item 1.14 of Part 1

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guideline for task 2 detail and topographic surveying

Documents

p ipsr c

survey fee

survey camp

boundary marks

booking data

vertical control i

engineering works

cadastral survey regulation