thl ny& nj...10 1 ea. pile cap full repair - type '4ollars 'r each a0 niq 600 ob cx 00...
TRANSCRIPT
ThL NY& NJ
FOl Administrator
March 6, 2015
Mr. Nick PalmadessoGateway Industries, Inc.366 N. Broadway, Suite 201Jericho, NY 11735
Re: Freedom of Information Reference No. 15825
Dear Mr. Palmadesso:
This is in response to your February 25, 2015 request, which has been processed under the PortAuthority's Freedom of Information Code (the "Code", copy enclosed) a copy of the "BidBreakdowns for all bidders and Analysis of Bids Tabulation for Contract LGA- 124.084 -LaGuardia Airport - Rehabilitation of Runway Deck Structural Elements 2."
Material responsive to your request and available under the Code can be found on the PortAuthority's website at http ://www. panyni .gov/corporate-information/foi/1 5 825-C.pdf. Papercopies of the available records are available upon request.
Please refer to the above FOT reference number in any future correspondence relating to yourrequest.
Very tflhl\ \'pUrS.
A
I 4.!\,1i( ,/ .,
iI)anic1 I). I)i.tl'f''F(JI Adiiinisuior
Enclosure
4 World Trode Center 18th Floor150 Greenwich StreetNew York, NY 10006T: 272 435 3642 F 212 435 7555
- L- /.I •- r
I SCHEDULE OF UNIT PRICES FOR CLASSIFIED WORK
FigtresEstimated Itoins Qf Classified Work Unit Prices Athounts20
Item No Quantities With Unit Pnces Written
1 236 EA 160'D . iameter Pile Wrap, Per 'er EachFa ociid 01e ''LLARS 45 1 O
OD I LfcO' c)
cENTS
2 102 EA. 18" Diameter Pile Wrap, Per EachFl oe- i6ostAJ Poor 6pnd oLLAR$ t /00. 0 Q 55O,
_CENTS
3 6 BA, Cathodic Protection System Replacemnt-Type Al Anode, Per Each4h1ioaJ op DOLLARS p 0000
CENTS
4 57 EA. Cathodic Protection System ReplacementType Al or BAnode, Per Eac $3 , V,)
-1ioxi. -th iwA4e DOLLARS
5 146 EA,
6 62 EA.
7 37 EA,
8 14 EA.
9 10 EA.
Cathodic Protection System Replacement -.Type C1 orC? Anode, Per EackhcOva4 Ce-c kVc\ DOLLARS
CENTS c
Cathodic Protection System Replacement -Type Di or D2 Anode, P_rEac!
° )
_CENTS
Cathodic Protection System Anode Cable,
koJffA OLARS
• cNt8
Pile Cap Full Repair - T 'A', Per Each k
_yVe DOLLARS c°° r5 OCOb ,
CENTS
Pile Cap Full Repair - Type 'B', Per ach
o oOS c IaY4f6LLARS 3I1to1OO r3OLO) .•
CENTS
The amount for each item shall be computed by multiplying the estimated quantity of that item by the unit:price for the item.
33,
-
IiS (f P
/I. SCHEDULE OF UNIT PRICES-FOR CLASSIFIED WORK
FiguresEstimated Items of Classified Work Unit Prices Amounts"
Item No. Quantities With Unit Prices Written
10 1 EA. Pile Cap Full Repair - Type '4OLLARS'r Each
A0 Niq 600 ob cx 00
_CENTS
11 100 S.F. Pile Cap Spall Repairs, Per Square Foot
OnosJ o OLLARS J LI40CENTS
12 130 LF. Pile Cap Crack Repair, Per Linear Foot
______DOLLARS O 0 3t.00 .O
CENTS
13 2,650 L,F. Prestressed Girder Crack Repair, Per Linear$ Q0Foot
S- kJ .J kTry'DOLLAR
CENTS
14 1,714 S.F. Prestressed Girder Type I Repair SpallRepair, Per Square Foot
DMIMA DOLLARSJ )/ O J)
er'9 CENTS
14A 6 S.F. Prestressed Girder Type V Repair - SpallRepair, Per Square Foot
ohM DdLLARSzrV CENTS
15 90 S.F. Prestressed Girder Type IV Repair - SpallRepair, Per Square Foot
_DOLLARS
jooc
CENTS16 50 S.F. Prestressed Girder Type VI Repair - SpallRepair, Per Sqpare Foot6XL
thjosoj,1 fa IW
DOLLARSCENTS
17 21 S.F. Prestressed Girder Type VII Repair - SpallRepair, Per Scivare Foot jivo,ODC f33'/(0:)'C)_^
DOLLARS_CENTS
34 -ddendum No. 6
Q
00c')
C-)
0
r
)
).
) I ')
)
0-c
I\ I
lLe-4c J1JrI. SCHEDULE OF UNIT PRICES FOR CLASSIFIED WORK
FiguresEstimated Items of Classified Work Unit Prices Amounts2°
Item No. Quantities With Unit Prices Written
18 150 S.F. End Anchor Encasement Spat! Repair, PerSquare Foot
DOLLARS10,/1oO 531 0 O
CENTS
19 4 EA. End Anchor Encasement Full Repair, PerEach
____DOLLARSi,ro CENTS
20 280 L.F. Concrete Edge Beam Crack Repair, PerLinear Foot
1uo DOLLARS 00
CENTS
21 100 S.F. Concrete Cross Beam Spall Repair Type LPer Square Foot AQN )fooO
AcxJ 'x1 u)Mc DOLLARS .oc7J..rQ CENTS
21A 200 Prestressed Girder & Concrete Cross BeamLocations Type III Spall Repair, Per Location
o-ok+ r DOLLARS
7—f n9 CENTS
22 400 S.F. Prestressed Post-Tensioned Deck Panel,Types 2 or 5 - S pall Repair, Per SquareFoot ,000,o
_______________DOLLARSCENTS
ESTIMATED TOTAL FOR CLASSIFIED WORK 2' 13 g'5 QLJ
0
N)
C-
21 The Estimated Total For Classified Work shall be computed by totaling the amounts inserted in the"Amounts" column.
o.6 35
AddwN. 6
.1
IL LUMP SUM FOR UNCLASSIFIED WORK
FiguresWriting
7 4 ..Dollars 000,1
..................................................... Cents
III. RECAPITULATIONC)
Figures
C)l')
ESTIMATED TOTAL FOR CLASSIFIED Tn/131-)
C)
LUMP SUM FOR UNCLASSIFIED WORK 060,C)
ESTIMATED TOTAL CONTRACT PRICE: 7 (Lj o?)
The following provisions are applicable to the Schedule of Unit Prices for Classified Work. The quantityfor payment described in the following provisions shall be the quantity of Classified Work furnished,installed, performed and/or placed in accordance with the Specifications, as shown on the ContractDrawings and where ordered by the Engineer.
No quantity of work will be included under more than one item of Classified Work.
In the case of Item No. 1 (16" Diameter of Pile Wrap), the quantity for payment shall be the number of16" diameter pile wraps furnished and installed in accordance with the details shown on ContractDrawing S021 1.
22The Estimated Total Contract Price shall be computed by adding the Estimated Total for Classified Workto the Lump Sum for Unclassified Work,
36 Addendum No. 6
£3 t14 gy-
im
I. SCHEDULE OF UNIT PRICES FOR CLASSIFIED WORK
FiguresEstimated Items of Classified Work Unit Prices Amounts 20Item No. Quantities With Unit Prices Written
1 236 EA. 16" Diameter Pile Wrap, Per Each/-41 hçjL DOLLARS i,°
iit CENTS
2 102 EA, 18" Diameter Pile Wrap, Per EachVe L{U -V iuhd( DOLLARS
7 6o '25 OO'CENTS
3 6 BA. Cathodic Protection System Replacement -Type Al Anode, Per Eachfur CLcth/ 11-- '- DOLLARS Do- s 3'OCi
n c CENTS
4 57 EA, Cathodic Protection System ReplacementType 131 or B2 Anode, Per Each/ctr JJIU/ jVi ib!L DOLLARS
CENTS
5 146 EA. Cathodic Protection System Replacement -Type C or C2 Anode, Per Each7(T &A4I' e'//1FC /71//e4 DOLLARS L c5' - , VO
no CENTS
6 62 EA, Cathodic Protection System Replacement -Type Dl or D2 Anode, Per Eachf'iir cija' ./n i.je. hzeaft DOLLARS
CENTS
7 37 EA. Cathodic Protection System Anode Cable,Per Each
OJi •otLjah/5 DOLLARS / OO
CENTS
8 14 EA. Pile Cap Full Repair - Type 'A', Per Each
L
DOLLARS000—-nr°
CENTS
9 10 EA, Pile Cap Full Repair - Type 'B, Per Each11'1- 1 if) 50L( DOLLARS CxO OD
'J I___________________CENTS
20
The amount for each item shall be computed by multiplying the estimated quantity of that item by the unitprice for the item.
33
Q- 4:^jn 0_^ -S k ^zr̂ a - f :[^2! -X. SCHEDULE OF UNIT PRICES FOR CLASSIFIED WORK
FiguresEstimated Items of Classified Work Unit Prices Amount?
Item No, Quantities With Unit Prices Written
10 1 BA. Pile Cap Full Repair-Type I C', Per Each14/rty '/ ôi iwnJt-cIDOLLARS 3
CENTS
11 100 S.F. Pile Cap Spall Repairs, Per Square Foot
h ,LDOLLARS c100 90,OCo..ouCENTS
2 130 LB. Pile Cap Crack Repair, Per Linear Foot
r- huiireI DOLLARS '-too- 521000;ooCENTS
13 250 L.F, Prcstressed Girder Crack Repair, Per LinearFoot hJj c+ DOLLARS cc 71 ,coo.
CENTS
14 1,714 S.F. Prestressed Girder Type I Repair SpallRepair, Per Square Foot /
A jr^J DOLLARS b OO' 1,000.°
CT
14A - 6 S.F. Prestressed Glider Type V Repair - $pullRepair, Per Square Foot
JrfyDOLLMS-
. Repair - Spa)]
DOLLARS
-. CENTS
15 90 S.F. Prestressed Girder Type NRepair, Per Square Foot
e i00O jO,OOo.
_CENTS16 50 S.F. Prestressed Girder Type VI Repair - Spa 11
Repair, Per SquareFoot .Or fh , DOLLARS I
______ ( p CENTS
17 21 S.F. Prestressed Girder Type VII Repair - SpallRepair, Per Square, Foot I / o-o-
Ore v_DOLLARS
CENTS
34 Addendum No. 6
azh - _) •) --:at-4
T. SCFJEDULE OF UNIT PRICES FOR CLASSIFIED WORK
FiguresEstimated Items of Classified Work Unit Prices Amounts"
Item No. Quantities With Unit Prices Written
18 150 S.F. End Anchor Encasement Spall Repair, PerSquare Foot
ix /i.J (tf v DOLLARS óSd 1 '7 1 soo .°
n1 d) lip CENTS
19 4 BA, End Anchor Encasement Full Repair, PerEach
DOLLARS 3si000 1to,00
CENTS
20 280 L.F. Concrete Edge Beam Crack Repair, PerLinear Foot
T/I hJ4 f(f7 DOLLARS 3S0- g, OOO.
CENTS
21 100 S.F. Concrete Cross Beam SpaiiRepai.r — Type IPer Squire Foot
S j cTftV DOLLA 6 O - ç, üôô
CENTS
21A 200 Prestressed Girder & Concrete Cross BeamLocations Type III Spall Repair, Per Location
________DOLLARS
00 - O,OoO, oc
CAMi _____CENTS
22 400 SF. Prestressed Post-Tensioned Deck Panel,Types 2 or S - Spali Repair, Per SquareFoot YO-
Ra koj,J 4c1)oLLARsCE1'TS
ESTIMATED TOTAL FOR CLASSIFIED WORK"
01-31-1 4P02
The Estimated Total For Classified Work shall be compntad by totaling the amounts Inserted in the"Amounts" column,
Addendum No. 6
IL LUMP SUM FOR UNCLASSIFIED WORK
Figures
Writing
/ I,3I6,ccoa
III. RECAPITULATION
Figures
ESTIMATED TOTAL FOR CLASSIFIED WORK t' q / 5" /
LUMP SUM FOR UNCLASSIFIED WORK .......1 3i, .co
ESTIMATED TOTAL CONTRACT PRICE: , U 1,700.
The following provisions are applicable to the Schedule of Unit Prices for Classified Work, The quantityfor payment described in the following provisions shall be the quantity of Classified Work furnished,installed, performed and/or placed in accordance with the Specifications, as shown on the ContractDrawings and whore ordered by the Engineer.
No quantity of work will be included under more than one item of Classified Work.
In the case of Item No. 1(16" Diameter of Pile Wrap), the quantity for payment shall be the number of16" diameter pile wraps furnished and installed in accordance with the details shown on ContractDrawing S021 1.
The Estimated Total Contract Price shall be computed by adding the &timated Total for Classified Workto the Lump Sum for Unclassified Work.
01-31-1 4P02 :59
36 Addendum No. 6
L
01-31-1 4P03 :01
THE PORT AUTHORITY OF NEW YORK AND NEW JERSEYANALYSIS OF BID
THIS IS NOT PART OF THE CONTRACT
LGA 124.084 Rehabilitation of Runway DeckPROJECT
Structural Elements 2
CONTRACT
LGA 124.084
CONTRACTOR
DATE ,4L
Unit No. Unit Price
Amount
I
2
Civil -
Mock-UP (at RW 4-22 Testing Area - Includes Micro-Milling of Existing Wearing Course, Epoxy Overlay,Patchingand Pavement Grooving) LS I 10(15-O. 00
112t 5570. do
3 1Total Lump Sum (Unclassified) I I LS I - I ye-e- i'/e iV
(I) Separate and list all items or operations of work included in your estimate in accordance with Specifications.When listing subcontracts, the prime contractor will have each subcontractor complete an analysis of bid form.
(2) Unit of measure, i.e., SF, CY, Bbls, Pcs, Ea., etc.3. Include all charges, such as moving on site, removal, rental, etc.4. In case of conflict between information hereon (whether supplied by the Authority or the bidder) and the
terms or prices contained or inserted in the Contract Booklet or Contract Drawings, said Booklet and Drawings shall control.5. The Analysis of Bid is not part of the contract. No information hereon (whether supplied by the Authority or the bidder) and no information deduced
from information hereon, including quantities of materials or work, shall be deemed to vary, alter or modify and provision of the Contract,including provisions therein as to compensation and performance. The unit prices contained hereon serve the sole purpose of informingPort Authority as to components of the bidder's price quoted in the Contract. The items of materials or work contained hereon shall not deemed to be anexhaustive list of the items of materials or work required by the Contract Drawings and Specifications in their present form.
4' - coo.445 006.60
/ o'
7 , L (04d&ss;4d) / " f /4ç, , 43/4
Item No.
T-----1f 't
With Unit Prices Written
16" Diameter Pile Wrap, Per Each3. LDOLLARS
CENTS
18" Diameter Pile Wrap, Per EachSOLLARS '_A ,-1c;0 . 5, ACO
CENTS
Cathodic Protection System Replacement -Type Al'Anode, Per Each __
v DOLLARS- 00 2-41C.
CENTS
Cathodic Protection System Replacement -Type B1 or B2 Anode, Per Each c)
24Z.,,k DOLLARS
CENTS
Cathodic Protection System Replacement -Type,C1 or C2 Anode, Per Each
DOLLARSc.
• CENTS
Cathodic Protection System Replacement -ype Dl or D2 Anode, Per Each
,
CENTS
Cathodic Protection System Anode Cable,Per Each
t ) c JcL /
DOLLARS itG I, o
CENTS
Pile Cap Full Repair - Type 'A', Per Each
40'v c OLLARS '1 50 ,00
CENTS
Pile Cap Full Repair - Type 'if, Per Each4\ Sx $-DOLLARS,
g .
_CENTS
The amount for each item shall be computed by multiplying the estimated quantity of that item by the unitprice for the item.
20
'-'Ti '1 ) I I ..L,/ / UI ._4) )
1. SCHEDULE OF UNIT PRICES FOR CLASSIFIED WORK
Figures
Estimated Items of Classified Work Uit Prices Amounts20Quantities
236 BA.
2 102 EA.
3 6EA.
4 1 57 EA,
0 5
6 62 EX.
7 37 EA.
8 14 EA.
9 10 EA.
33
92%6
JOSE CARTAGENA
PAGE a2/OG
FTr—fi:r
SCHEDULE OF UNIT PRICES FOR CLASSIFIED WORK
Figures
Items of Classified Work Unit Prices TAmoun&0With Unit Prices Written
Pile Cap Fu RepaI - Type 'C', Per EachDOLLARS 17,
CENTS
Pile Cap Spall Repairs, Per Square Foot
G jDOLLARS Go
______ CENTS
Pile Cap Crack Repair ) Per Linear Foot
CLLd DOLLARS (4O,CENTS
Prestressed Girder Crack Repair, Per LinearFoot( kJnzi] r4)jDOLLARS (%).
_CENTS .1..Prestressed Girder Type I Repair— Spall
epair, Per Square Foot
.. ..
DOLLARS 3.CENTS
Prestressed Girder Type V Repair— SpallRepair, Per Square Foot
vjvc)DOLLARS
— I - CENTS
Prestressed Girder Typo IV Repair SpallRepair, Per Square Foot
- evr.4 'DOLLARS 4 OCENTS
Prestressed Girder Type VI Repair . SpallRepair, Per Square Foot
V/V( k-DOLLARS
'2jc ) CENTS -'
Prestressed Girder Type VII Repair - SpallRepair, Per S uare Foot
DOLLARS
CENTS
34
Estimated
,NoQu65t1cs
10 lEA.
N IOOS.F.
12 13OLF.
13 2,650L,F,
14 1,714 S.F.
14A 6S,F.
15 90S.P.
16 SOS.F,
17 2] S.F
t I
.Z,
CO
)co C
Addendum No. 6
9737923906
JOSE CAPTAGEHA
PAGE 33/'6
iJ Estimated
llern 0. Quantities
r
19 4EA.
SCHEDULE OF UNIT PRICES FOR CLAS8rFIEJ) WORK -
Figures
Fitems of Classified Work nit prices I Amounts"With Unit Prices Written
Rod Anchor Encasement Spall Repair, PerSquare Foot
DOLLARS 'G,,o6c)
CENTS
End Anchor Encasement Full Repair, Per
JOLLARS g1 35, e
ICENTS
20 20 L.F. Concrete Edge Beam Crack Repair, PerLinear Foot
uy DOLLARS
CENTS
21 100 S.F. Concrete Cross Beam Spall Repair - Type 1,rer square root
LJ AS / 6 7
_CENTS
200 Prestressed Girder & Concrete Cross BeamLocations Type m Spall Repair, Per Locationcv. c
/ __DOLLARS
_CENTS
22 400 SF. Prestressed Post-Tensioned Deck Panel,Types 2 or S - Spall Repair, Per SquareFoot li
cifDOLLARSCENTS
ESTIMATED TOTAL FOR CLASSIFIED WOIU(
21A
'51, cc,
The Estimated Total For Classified Work shall be computed by totaling the amounts inserted in the
I
"Amounts" column.
35
Addendum No. 6
15:45 97372306
JOSE CARTAGENA
PAGE 04/06
f(ji//cf
IL LUMP SUM FOR UNCLASSIFIED WORK
Figures
Writing
Dollars
................ TT..T.:.....................
00 £
I:
III. RECAPITULATION
Figures
IESTIMATED TOTAL FOR CLASSIFIED WORK. )
1LUMP SUM FOR UNCLASSIFIED WORK'
ESTIMATED TOTAL CONTRACT PCE: 9 j
The following provisions are applicable to the Schedule of Unit Prices for Classified Work. The quantityfor payment described in the following provisions shall be the quantity of Classified Work furnished,installed, performed and/or placed in accordance with the Specifications', as shown on the ContractDrawings and where ordered by the Engineer.
No quantity of work will be included under more than one item of Classified Work.
In the case of Item No. 1 (16" Diameter of Pile Wrap), the quantity for payment shall be the number of16" diameter pile, wraps fürnished and installed in accordance with the details shown on ContractDrawing S0211.
22
The Estimated Total Contract Price shall be computed by adding the Estimated Total for Classified Workto the Lun3p Sum for Unclassified Work.
01-31--1002:53 RC
36 Addendum No. 6
t\p / (ciTh2flfl1
I. SCHEDULE OF UNIT PRICES FOR CLASSIFIED WORK
FiguresEstimated Items of Classified Work unit Prices Amounts20
Item No. Quantities With Unit Prices Written
1 236 EA. 16" Diameter Pile Wrap, Per Each
5 7uJp DOLLARS CW 00 LJ/200 20
CENTS
2 102 EA. 18" Diameter Pile Wrap, Per Each
Sir DOLLARS (,000. t/z, 0o . CO___________CENTS
3 6 EA. Cathodic Protection System Replacement -Type Al Anode, Per Each
N6 -rqOVR^D 4W6- UiDLLARS___CENTS
4 57 EA, Cathodic Protection System Replacement -Type BI or B2 Anode, Per Each
7i.w OE HU63OLLARS i1i0O Üô II7O.
____CENTS5 146 EA. Cathodic Protection System Replacement—
Type C or C2 Anode, Per Each21ô 7p 7 U9t' DOLLARS
CENTS
6 62 EA. Cathodic Protection System Replacement -Type Dl or D2 Anode, Per Each
iiio i?at9p FNE . kuti DOLLARS 21 500 - 00 15'61000, QO
CENTS
7 37 EA. Cathodic Protection System Anode Cable,Per Each
Oi\)E 7uSi)c) Fug t1J $OLLARS I 51 )q)rn
CENTS8 14 EA. Pile Cap Full Repair - Type 'A', Per Each
Ta 140LM3t) DOLLARS t2,002 X) I009
CENTS
9 10 EA. Pile Cap Full Repair—Type 'B', Per Each
EL-\ ij4Qit5t b DOLLARS 1 I OO. Q ho, O 00
CENTS
20 The amount for each item shall be computed by multiplying the estimated quantity of that item by the unitprice for the item.
33
jr)Lv. '..g 20_,'^ ki '0 - ,
I. SCHEDULE OF UNIT PRICES FOR CLASSIFIED WORK
FiguresEstimated Items of Classified Work Unit Prices Amounts20
Item No. Quantities With Unit Prices Written
10 1 BA. Pile Cap Full Repair - Type 'C', Per Each
lEz4IE Hu4JD DOLLARS (21 00 00
CENTS11 100 S.F. Pile Cap Spall Repairs, Per Square Foot
NUOc) F'Fi' DOLLARS ' (go
CENTS
12 130 LF. Pile Cap Crack Repair, Per Linear FootDJ Hub, DOLLARS 100, 00 13,000- 00
ow CENTS
13 2,650 L,F. Prestressed Girder Crack Repair, Per LinearFoot
DOE yyqwQ DOLLARS 100.00 245 0Q0,DO
CENTS
14 1,714 S.F. Prestressed Girder Type I Repair - Spat!Repair, Per Square Foot z .
4jP46 DOLLARSCENTS
14A 6 S.F. Prestressed Girder Type V Repair - SpallRepair, Per Square Foot
HWJOED DOLLARS 30020
21W-0- CENTS C
15 90 S.F. Prestressed Girder Type IV Repair - SpallRepair Per Square Foot
AgEx HGsi300.00 7-1,000-00k.a2
DOLLARS CENTS CD
16 50 S.F. Prestressed Girder Type VI Repair - SpallRepair, Per Square Foot
ThE DOLLARS 3O0O tcooO.a2 .-)
ZEI-o CENTS
17 21 S.F. Prestressed Girder Type VII Repair - SpallRepair, Per Square Foot
FW Hwrz D DOLLARS 1015-0- 00
CENTS
34 Addendum No. 6
h4 e-,I. SCHEDULE OF IPRICBS FOR CLASSIFIED WO(
FiguresEstimated Iterm of Classified Work Unit Prices Amounts20
Item No, Quantities With Unit Prices Written
18 150 S.F. End Anchor Encasement Spall Repair, PerSquare Foot
DOLLARS 300. X) /..f X)
CENTS
19 4 EA. End Anchor Encasement Full Repair, PerEach
1Ø434J DOLLARS 7tO ow. 00
CENTS
20 280 L.F. Concrete Edge Beam Crack Repair, PerLinear Foot
& UDZCo. DOLLARS •/-'&°°' co
________ CENTS
21 100 S.F. Concrete Cross Beam Spall Repair - Type I,Per Square Foot
OtJ I.aiJcEb Ei&-H( DOLLARS 9.00 c6)000. 00.
Zciw CENTS
21A 200 Prestressed Girder & Concrete Cross BeamLocations Type Ill Spall Repair, Per Location
DOLLARS 0 3b1o&. c
_CENTS
22 400 S.F. Prestressed Post-Tensioned Deck Panel,Types 2 or 5 - Spall Repair, Per SquareFoot
TJo WjtitI) DOLLARS
Jo CENTS
ESTIMATED TOTAL FOR CLASSIFIED WORK21 *3 3 9 5o
cD
L
-c
The Estimated Total For Classified Work shall be computed by totaling the amounts inserted ihe"Amounts" column.
C-)
35 Addendum No. 6
I / C.1) )tQ_../, —9 '1
H. LUMP SUM FOR UNCLASSIFIED WORK
Figures
Writing
'n
Dollars/' I5(Y
CO...................................................................Cents
III, RECAPITULATION
Figures
38'13 1 95'i, 00
ESTIMATED TOTAL FOR CLASSIFIED WORK.......
LUMP SUM FOR UNCLASSIFIED WORK .. .... .I, I h/a , /50 Cl
22
00
ESTIMATED TOTAL CONTRACT PRICE: f5, Q3 '
The following provisions are applicable to the Schedule of Unit Prices for Classified Work, The quantityfor payment described in the following provisions shall be the quantity of Classified Work furnished,installed, performed and/or placed in accordance with the Specifications, as shown on the ContractDrawings and where ordered by the Engineer.
No quantity of work will be included under more than one item of Classified Work.
In the case of Item No. 1(16" Diameter of Pile Wrap), the quantity for payment shall be the number of16" diameter pile wraps furnished and installed in accordance with the details shown on ContractDrawing S0211.
22 The Estimated Total Contract Price shall be computed by adding the Estimated Total for Classified Workto the Lump Sum for Unclassified Work..
36 Addendum No. 6
THE PORT AUTHORITY OF NEW YORK AND NEW JERSEYANALYSIS OF BID
THIS IS NOT PART OF THE CONTRACT
PROJECT
CONTRACTOR
Unit No.
I -
2
LGA 124.084 Rehabilitation of Runway DeckStructural Elements 2
I) f)
Descriptions
Mock-UP (at RW 4-22 Testing Area - includes Micro-Milling of Existing Wearing Course, Epoxy Overlay,Patching and Pavement Grooving)
CONTRACT
LGA 124.084
DATE
Unit (2) Unit Price
Amount
LS 5O000 °°
3 ITotal Lump Sum (Unclassified) I I I LS I CCOCO° I c18,600'0°(1) Separate and list all items or operations of work included in your estimate in accordance with Specifications.
When listing subcontracts, the prime contractor will have each subcontractor complete an analysis of bid form.(2) Unit of measure, i.e., SF, CY, Bbls, Pcs, Ea., etc.3. Include all charges, such as moving on site, removal, rental, etc.4. In case of conflict between information hereon (whether supplied by the Authority or the bidder) and the
terms or prices contained or inserted in the Contract Booklet or Contract Drawings, said Booklet and Drawings shall control.5. The Analysis of Bid is not part of the contract No information hereon (whether supplied by the Authority or the bidder) and no information deduced
from information hereon, including quantities of materials or work, shall be deemed to vary, alter or modify and provision of the Contract,including provisions therein as to compensation and performance. The unit prices contained hereon serve the sole purpose of informingPort Authority as to components of the bidder's price quoted in the Contract. The items of materials or work contained hereon shall not deemed to be anexhaustive list of the items of materials or work required by the Contract Drawings and Specifications in their present form.
QJ
£4I4- OL/
4k iflSCHEDULE OF UNIT PRICES FOR CLASSIFIED WORK
FiguresEstimated Items of Classified Work Unit Prices Amounts20
Item No. Quantities With Unit Prices Written
236 EA. 16" Diameter Pile Wrap, Per EachF o)t2 OU4W DOLLARS if - 9 44 sooT
CENTS
2 102 EA, 18" Diameter Pile Wrap, Per EachFOUR TNowsAuD O1E 14UNDPftOLLARS
.11 oo 41 , 2.bO— CENTS
3 6 EA. Cathodic Protection System Replacement -Type Al Anode, Per Each -
0 t4 G THOL'4N DOLLARS 1, 200- 1, 200ru• LQ-lOJP
CENTS
4 57 EA. Cathodic Protectidn System Replaôement -Type B 1 or B2 Anode, Per Each - -
O J 32B 75 525UJDIP TW¼JTY FIVE DOLLARS /
— c CENTS
5 146 EA. Cathodic Protection System Replacement -Type C or C2 Anode, Per Each
DOLLARS i o 223,380CENTS
6 62 EA. Cathodic Protection System Replacement -Type Dl or D2 Anode, Per EachcEToO4DE1'
DOLLARS ,85O 1(t4700)Q
- CENTS
7 37 EA. Cathodic Protection System Anode Cable,Per Each
oUl -twoWDaD FIF7 DOLLARS 1 25'D t 2O
I /
CENTS
8 .14 EA, Pile Ca Full Repair - Type 'A', Per Eachrt srr5' '= oU ii-oLJ4JDSEN FiFty DOLLARS 2q150 500
CENTS
9 10 EA. Pile Cap Full Repair - Type '13', Per Each
J7_PoUR. fl4oU94p..A)_______DOLLARS 2 1 SO 27, 500
CENTS
20
The amount for each item shall be computed by multiplying the estimated quantity of that item by the unitprice for the item.
33
C-z_TE cL, :zI. SCHEDULE OF UNIT PRICES FOR CLASSIFIED WORK
FiguresEstimated Items of Classified Work Unit Prices Amounts2°
Item No. Quantities With Unit Prices Written
10 1 BA. Pile Cap Full Repair .- Type 'C', Per Each
DOLLARS .Z 1 , 50 2 q ,750CENTS
11 100 S.F. Pile Cap Spall Repairs, Per Square FootTWO 4 uP..Jt)czEI) DOLLARS 20, 000
_CENTS
12 130 LF. Pile Cap Crack Repair, Per Linear FootTy-VF DOLLARS 95 )2_1350- - CENTS
13 2,650 L.F. Prestressed Girder Crack Repair, Per LinearFoot
N1NE-TY 4V DOLLARS 251, 750
CENTS
14 1,714 S.F. Prestressed Girder Type I Repair— SpallRepair, Per Square Foot
ThW t4U''1P-.P DOLLARS 200 3L/2. eoo
CENTS
14A 6 S.F. Prestressed Girder Type V Repair - SpallRepair, Per Square Foot
TI4P.DOLLARS 300 1/000
CENTS
15 90 S.F. Prestressed Girder Type IV Repair - SpallRepair, Per Square Foot S -
TWO 4UM1P-EI DOLLARS 200 - 18,, 001,
° -- CENTS
16 50 S.F. Prestressed Girder Type VI Repair - Spall.Repair, Per Square Foot
'rw o W Li N DR-P DOLLARS 200 to,000
CENTS
17 21 S.F. Prestressed Girder Type VII Repair - SpallRepair, Per Square FootThJofWJOPED fl7T DOLLARS
250
CENTS
34 Addendum No. 6
d.,^ I C4 -i2 , s I
I. SCHEDULE OF UNIT PRICES FOR CLASSIFIED WORK
FiguresEstimated Items of Classified Work Unit Prices Amounts20
Itein No. Quantities With Unit Prices Written
18 150 S.F. End Anchor Encasement Spall Repair, PerSquare Foot 2-00 - 3o o 0TJO U.JTEt DOLLARS
CENTS
19 4 EA. End Anchor Encasement Full Repair, PerEach
FIVE T4OU B4ND DOLLARS S 000 20 000CENTS
20 280 L.F. Concrete Edge Beam Crack Repair, PerLinear Foot
N,ry FIVa DOLLARS 26 60-6- CENTS
21 100 S.F. Concrete Cross Beam Spall Repair— Type I,Per Square Foot
Two - .UeDab DOLLARS 200 -201 000CENTS
21A 200 Prestressed Girder & Concrete Cross BeamLocations Type III Spall Repair, Per Location
DOLLARS 1 25 25 ocxJCENTS
22 400 S.F. Prestressed Post-Tensioned Deck Panel,Types 2 or 5 - Spall Repair, Per SquareFoot
7w,0 -i-t)NOQb DOLLARS 200 000
CENTS
- ESTIMATED TOTAL FOR CLASSIFIED WORK21 3 3 (,555
21 The Estimated Total For Classified Work shall be computed by totaling the amounts inserted in the"Amounts" column,
35 Addendum No. 6
h7v'j, Z-i-1.
II. LUMP SUM FOR UNCLASSIFIED WORK
Figures
Writing
.............................................Dollars
75 , c0o -
.....................................Cents
Ill. RECAPITULATION
Figures
ESTIMATED TOTAL FOR CLASSIFIED WORK ....... .3, 3 555LUMP SUM FOR UNCLASSIFIED WORK 75, 000
22
ESTIMATED TOTAL CONTRACT PRICE: 3 3G, 555
The following provisions are applicable to the Schedule of Unit Prices for Classified Work. The quantityfor payment described in the following provisions shall be the quantity of Classified Work furnished,installed, performed and/or placed in accordance with the Specifications, as shown on the ContractDrawings and where ordered by the Engineer.
No quantity of work will be included under more than one item of Classified Work,
In the case of Item No. 1 (16" Diameter of Pile Wrap), the quantity for payment shall be the number of16" diameter pile wraps furnished and installed in accordance with the details shown on ContractDrawing S0211.
22
The Estimated Total Contract Price shall be computed by adding the Estimated Total for Classified Workto the Lump Sum for Unclassified Work.
361 -31-14PO3:Ou Addendum No. 6
-. ., V..,I
THE PORT AUTHORITY OF NEW YORK AND NEW JERSEYANALYSIS OF BID
THIS IS NOT PART OF THE CONTRACT
LGA 124.084 Rehabilitation of Runway DeckStructural Elements 2.
Civil
Mock-UP (at RW 4-22 Testing Area - Includes Micro-Milling of Existing Wearing Course, Epoxy Overlay,Patching and Pavement Grooving)
PROJECT
CONTRACTOR
Unit No.
2
CONTRACT
LGA 124.084
DATE
Unit (2) Unit Price
I Amount fl
LS -7 5, 75000
3 Frotai Lump Sum (Unclassified) I . 1 1 LS 1 7 5 QQZ 75 Coo(1) Separate and list all items or operations of work included in your estimate in accordance with Specifications.
When listing subcontracts, the prime contractor will have each subcontractor complete an analysis of bid form.(2) Unit of measure, i.e., SF, CY, Bbls, Pcs, Ea., etc.3. Include all charges, such as moving on site, removal, rental, etc.4. In case of conflict between information hereon (whether supplied by the Authority or the bidder) and the
terms or prices contained or inserted in the Contract Booklet or Contract Drawings, said Booklet and Drawings shall control.5. The Analysis of Bid is not part of the contract. No information hereon (whether supplied by theAuthority or the bidder) and no information deduced
from information hereon, including quantities of materials or work, shall be deemed to vary, alter or modify and provision of the Contract,including provisions therein as to compensation and performance. The unit prices contained hereon serve the sole purpose of informingPort Authority as to components of the bidder's price quoted in the Contract. The items of materials or work contained hereon shall not deemed to be anexhaustive list of the items of materials or work required by the Contract Drawings and Specifications in their present form.
013-14 p Q3:09 r,
L-C- /z,t o,:Ky
i) II y nr6cTt1 r•L SCJIJ3DULE OF UNIT PRJES FOR CLASSIFIED WORK
Figures
Estimated Items of Classified Work Unit Prices Amounts 20
Item No, Quantities With Unit Prices Written
1 236 EA. 16" Diameter Pile Wran, Per EachSW.t- 1Atb
____ DOLLARS 7,,00,00 7L11oo
°"' CENTS
2 102 EA. 18" Diameter Pile Wrap, Per Each
___DOLLARS 7, 5b0.00 766; OOQoO}rL)AjflP1.CENTS
3 6 EA. Cathodic Protection System Replacement -Type Al Anode, Per Each
c2r ThosA#. b ,'?5O.aO 2,700,oO_DOLLARS
_____CENTS
4 57 EA. Cathodic Protection System Replacement -Tvne 131 or B2 Anode, Per Each
Elib NitagrFry DOLLARS
S lOoo
CENTS
5 146 BA, Cathodic Protection, System Replacement -Type Cl or C2 Anode, Per Each
VOORIIAOLr-A" T/ DOLLARS q,7jO,oc
CENTS
6 62 BA. Cathodic Protection System Replacement -TVDO Dl or D2 Anodejr Each
3TI XOAth
CENTS
7 37 BA. Cathodic Protection System Anode Cable,Per EachbIJ%OAtJ) PIt'4W
pçDOLLARS I,c?S'o,Oo
CENTS
8 14 LA. Pile Cap Full Renair'A', Per Each
DOLLARS 'OO LIq , 3 00G4k-r wo H9CI3NTS
9 10 BA. Pile Cap Full Repair - Type 'B', Per Eachwj 1cwr
%X*Et cIx.fl' DOLLARS '6OoO a%1600,oO
CENTS
The amount for each item shall be computed by multiplying the estimated quantity of that item by the unitprice for the item.
33
p ity rcI. SC1ULE OF T.Th0PRICES FOR CLASS1FJBDWOR(
FiguresEstimated Items of Classified Work unit Prices Amounts2°
Item No, Quantities With Unit Prices Written
10 1 BA. Pile Cap Full Reoair - Type 'C', Per Each
c ROE '__DOLLARS q7/0W.00'-/7, ooOCENTS
11 100 S.F. Pile Cap Spall Repairs, Per Square Foot50x r*gy DOLLARS 63O,OO 000,O0
—.' CENTS
12 130 LF, Pilo Cap Crack Repair, Per Linear Footç
c-tpj Six. DOLLARS )5,o0 O,O,cOCENTS
13 2,650 L,11, Frctrcssed Girder Crack Repair, Per LinearFoot
117r1 DOLLARS 1c6,Cc) '-jJ-joobooOi CENTS
14 1,714 8.1?. Prestressed Girder Type I Repair - SpallRepair, Per Square Foot 190.00 /160.00v-tP.fE Hb tj tE7Y.DOLLARS
CENTS14A 6 S.F. Prestressed Girder Type V Repair— Spall
Repair, Per Square Foot)t*cEZ) Sr1 DOLLARS 560,00 3,3 60.CO
..cEN'rs15 90 S.F. Prestressed Girder Type IV Repair - Spall
Repair, Per Square FootSW CO 53, 56QoO1i\JE PE) cT'/ DOLLARS
CENTS16 5() S.F. Prestressed Girder Type VIRepair - Spall
Reair Per SQuare FootoOLLARS ) o.00 (i, 000,oObp.) ctft 11.-'
O&M - CENTS
17 21 S.F. Prestressed Girder Type VII Repair - SpallRepair, Per Square Foote11 i**Et -ri'y DOLLARS %30oO \7,-j0,00
QO, - . CENTS
34 Addendum No. 6
gjV(X. SCREDULE OF TJJPRICES FOR CLASS]FIBD WORK
Figures
Estimated Items of Classified Work Uvdt PricesItem No. Quantities With Unit Prices Written
18 150 S.F. Bud Anchor Encasement Spall Repair, PerSquare Foot
IO,oO 0W0QFO P. t)PE{) T 19t.J'1 DOLLARS
CENTS
9 4 EA, End Anchor Enca5ement Full Repair, PerEach
IO,000 1I ,b0oC
o% _CENTS
20 280 L.P. Concrete Bdge ]3eam Crack Repair, PerLinear Foot
1156.00 Li3&O.COoE&pf&I) PFTY Si, DOLLARSCENTS
21 100 S.F. Concrete Cross Beam Spall Repair - .'Type I,Per Square Foot
SI *bb Vt DOLLARS 6!5CO 6 1,500 .cC
CENTS
21A 200 Prestressed Girder & Concrete Cross BeamLocations Type III SpaR Repair, Per Location
760. co 1,570,000.00VE¼) SiFT'( DOLLARS
_CENTS
22 400 S.F. Prestressed Post-Temioned Deck Panel,Types 2 pr S - Spall Repair, Per SquareFoot 5S'o,00 aaq000.ccVE _Jb %cT"1 DOLLARS
CENTS
ESTJMATBD TOTAL FOR CLASSIFIED WORK21,
The Estimated Total For Classified Work shall be corupited by totaling the amouxts Inserted in the
"Amounts" column.
35 Addendum No.6
ic
H. LUMP SUM FOR UNCLASSIFIED WORK
FiguresWriting
S.L
HQ,6i21.oO.........Dollars
oo)..... . .....................................................Cents
III. RECAPITULATION
Figures
ESTIMATED TOTAL FOR CLASSIFIED WORK....... aS DD
LUMP SUM FOR UNCLASSIFIED WORK JC 6 t L4 oC)
.
ESTIMATED TOTAL CONT
RACT PRICE: 3q, 01D
The following provisions are applicable to the Schedule of Unit Prices for Classified Work. The quantityfor payment described in the following provisions shall be the quantity of Classified Work furnished,installed, performed and/or placed in accordance with the Specifications, as shown on the ContractDrawings and where ordered by the Engineer.
No quantity of work will be included under more than one item of Classified Work.
In the case of Item No. 1 (16" Diameter of Pile Wrap), the quantity for payment shall be the number of16" diameter pile wraps furnished and installed in accordance with the details shown on ContractDrawing S0211.
22
The Estimated Total Contract Price shall be computed by adding the Estimated Total for Classified Workto the Lump Sum for Unclassified Work,
36 Addendum No. 6
L)
M7 M
THE PORT AUTHORITY OF NEW YORK AND NEW JERSEYANALYSIS OF BID
THIS IS NOT PART OF THE CONTRACT
PROJECT
CONTRACTOR
Unit No.
1
2
LGA 124.084 Rehabilitation of Runway DeckStructural Elements 2
Mock-UP (at RW 4-22 Testing Area - includes Micro-Milling of Existing Wearing Course, Epoxy Overlay,Patchin q and Pavement Groovinq) -I
CONTRACT
DATE
Unit Price
LGA 124.084
Amount
L5
I4-o
3 ITotal Lump Sum (Unclassified) I I. I LS I LS 4'3 6!4oa(1) Separate and list all items or operations of work included in your estimate in accordance with Specifications.
When listing subcontracts, the prime contractor will have each subcontractor complete an analysis of bid form.(2) Unit of measure, i.e., SF, CY, BbIs, Pcs, Ea, etc.3. Include all charges, such as moving on site, removal, rental, etc.4. In case of conflict between information hereon (whether supplied by the Authority or the bidder) and the
terms or prices contained or inserted in the Contract Booklet or Contract Drawings, said Booklet and Drawings shall control.5. The Analysis of Bid is not part of- the contract. No information hereon (whether supplied by the Authority or the bidder) and no information deduced
from information hereon, including quantities of materials or work, shall be deemed to vary, alter or modify and provision of the Contract,including provisions therein as to compensation and performance. The unit prrces contained hereon serve the sole purpose of informingPort Authority as to components of the bidders price quoted in the Contract. The items of materials or work contained hereon shall not deemed to be anexhaustive list of the items of materials or work required by the Contract Drawings and Specifications in their present form.
01-31-1092:51
OJO1rr Ca Af c7 rc (,I. SCHEDULE OF UNIT PRICES FOR CLASSIFIED WORK
FiguresEstimated Items of Classified Work Unit Prices Amounts20
Item No. Quantities With Unit Prices Written
1 236 EA. 16" Diameter Pile Wrap, Per EachDOLLARS
Zr!JO CENTS c,2F,00
2 102 EA, 18" Diameter Pile Wrap, Per Each
F rixj r-L DOLLARS
CENTS3 6 EA. Cathodic Protection System Replacement
Type Al Anode, Per Each— DOLLARS zyó.00
CENTS .
4 57 BA. Cathodic Protection System Replacement -Type B 1 or B2 Anode, Per Each
T 'o tr-y. DOLLARS ,ZooSo. at
CENTS
5 146 BA. Cathodic Protection System Replacement -Type Cl or C2 Anode, Per Each
DOLLARS ccIc.00
_CENTS6 62 BA. Cathodic Protection System Replacement -
Type Dl or D2 Anode, Per EachOv-J v DOLLARS ' l 4r °° 41', so
CENTS
7 37 BA. Cathodic Protection System Anode Cable,Per Each
_I TATT.-Ja DOLLARS 119 vto. 00
CENTS
8 14 EA. Pile Cap Full Repair - ype 'A', Per Each— .irieii- j DOLLARS a-406 a-o •
_CENTS
9 10 BA. Pile Cap Full Repair - Type 9, Per Each
- DOLLARS yrrc0U
CENTS
20
The amount for each item shall be computed by multiplying the estimated quantity of that item by the unitprice for the item.
33
;i' +fvI. SCHEDULE OF UNIT PRICES FOR CLASSIFIED WORK
FiguresEstimated Items of Classified Work Unit Prices Amounts20Item No. Quantities With Unit Prices Written
10 1 EA, Pile Cap Full Repair - Type 'C', Per Eachijs DOLLARS 000.cr
CENTS
11 100 S.F. Pile Cap Spall Repairs, Per Square FootvY4 DOLLARS
CENTS
12 130 LF. Pile Cap Crack Repair,.Per Linear Foot...i DOLLARS • 2 (00 ,
CENTS
13 2,650 L.F. Prestressed Girder Crack Repair, Per LinearFoot
2.70.0oT-jJu 5Vt_I. DOLLARSCENTS
14 1,714 S.F. Prestressed Girder Type I Repair— SpallRepair, Per Square Foot
i-4t rnff2:^j DOLLARS 0'3 71L?7o,0lCENTS
14A 6 S.F. Prestressed Girder Type V Repair .- SpallRepair, Per Square Foot
DOLLARSCENTS
15 90 S.F. Prestressed Girder Type IV Repair - SpellRepair, Per Square Foot
DOLLARS St5.co
CENTS
16 50 S.F. Prestressed Girder Type VI Repair - SpallRepair, Per Square Foot
fE— DOLLARS 'focooCENTS
17 21 S.F. Prestressed Girder Type VII Repair - SpallRepair, Per Square Foot
DOLLARSCENTS
34 Addendum No. 6
OtX() UA j1raisI. SCHEDULE OF UNIT PRICES FOR CLASSIFIED WORK
Figures
Estimated Items of Classified Work Unit Prices Amounts2°Item No. Quantities With Unit Prices Written
18 150 S.F. End Anchor Encasement Spall Repair, PerSquare Foot
r--- DOLLARS 6€7W,au
Z- tjtc' CENTS
19 4 EA. End Anchor Encasement Full Repair, PerEach
-- Ltt 4Q.-?—DOLLARS .00 Z10, 7't ,00
Z&4_0 CENTS
20 280 L.F. Concrete Edge Beam Crack Repair, PerLinear Foot
ItJAIC. DOLLARS '°
CENTS
21 100 S.F. Concrete Cross Beam Spall Repair - Type I,Per Square Foot
Tudo-"-"-i DOLLARS 14101co
z-o CENTS
21A 200 Prestressed Girder & Concrete Cross BeamLocations Type III Spall Repair, Per Location
I2j.1crTU,0D- r-i-1 DOLLARS
CENTS
22 400 S.F. Prestressed Post-Tensioned Deck Panel,Types 2 or 5 - Spall Repair, Per SquareFoot
ccc, z-- oo .F— DOLLARS
-w- CENTS
ESTIMATED TOTAL FOR CLASSIFIED WORK2' 0s.
The Estimated Total For Classified Work shall be computed by totaling the amounts inserted in the"Amounts" column.
35 Addendum No. 6
01/29/2014 14:56 9737923906 JOSE CRTAGE1'IA
P(E l'j4jP
cc7 rpII. LUMP SUM FOR UNCLASSIFIED WO(
Figures
Writing
•7.Th.,., .....................
.................................... Dollars
1•
.......................................................Cents
III. RECAPITULATION
Figures
ESTIMATED TOTAL FOR CLASSIFIED WORK... ,,,. o8
LUMP SUM FOR UNCLASSIFIED WORK ........I I '
ESTIMATED TOTAL CONTRACT PUCE: 851 000
The following provisions are applicable to the Schedule of Unit Prices for Classified Work. The quantityfor payment described in the following provisions shall be the quantity of Classified Work furnished,installed, performed andior placed in acc-ordance with the Specifications, as shown on the ContractDrawings and where ordered by the Engineer.
No quantity of work will be included under more than one item of Classified Work.
In the case of Item No. 1(16" Diameter of Pile Wrap), the quantity for payment shall be the number of16" diameter pile wraps furnished and installed in accordance with the details shown on ContractDrawing S021 1.
01-311003:13 RCV,
21
The Estimated Total Contract ?rice shall be computed by adding the Estimated T ptal for, Classified Workto the Lump Sum for Unclassified Work.
36 Addendum No. 6
THE PORT AUTHORITY OF NEW YORK AND NEW JERSEYANALYSIS OF BID
TI-uS IS NOT PART OF THE CONTRACT
LGA 124.084 Rehabilitation of Runway DeckPROJECT Structural Eleme
CONTRACTOR 1)' rc-PrUnit No. I Descriptions
Civil
Mock-UP (at RW 4-22 Testing Area - includes Micro-Milling of Existing Wearing Course, Epoxy Overlay,
2
Patching and Pavement Grooving)
CONTRACT
LGA 124.084
DATE
Unit (2 Unit Pric
LS
4-
3 ITotal Lump Sum (Unclassified) I I I LS I 6 '4. L1S 23O* tt
(1) Separate and list all items or operations of work included in your estimate in accordance with Specifications.When listing subcontracts, the prime contractor will have each subcontractor complete an analysis of bid form.
(2) Unit of measure, i.e., SF, CY, Bbls, Pcs, Ea., etc.3. Include all charges, such as moving on site, removal, rental, etc.4. In case of conflict between information hereon (whether supplied by the Authority or the bidder) and the
terms or prices contained or inserted in the Contract Booklet or Contract Drawings, said Booklet and Drawings shall control.5. The Analysis of Bid is not part of the contract. No information hereon (whether supplied by the Authority or the bidder) and no information deduced
from information hereon, including quantities of materials or work, shall be deemed to vary, alter or modify and provision of the Contract,including provisions therein as to compensation and performance. The unit prices contained hereon serve the sole purpose of informingPort Authority as to components of the bidder's price quoted in the Contract. The items of materials or work contained hereon shall not deemed to be anexhaustive list of the items of materials or work required by the Contract Drawings and Specifications in their present form:
01-3-14PQ3:17
3&Q 1ti iJr. CnI. SCHEDULE OF UNIT PRICES FOR CLASSIFIED WORK
Figures
Estimated Items of Classified Work Unit Prices Amounts20Item No. Quantities With Unit Prices Written
1 236 BA. 6" Diameter Pile Wrap, Per Each
- Ts P iu DOLLARS Lj 5?J)
CENTS
2 102 EA. 18" Diameter Pile Wrap, Per Each
Lk \4v DOLLARSZ45'11CENTS 000'
3 6 BA, Cathodic Protection System Replacement -Type Al Anode, Per Each
ThP P&, 4vJ4 DOLLARS 3 j eoo
CENTS ' I
4 57 BA. Cathodic Protection System ReplacementType B 1 or B2 Anode, Per Each
YJI DOLLARS3,570(L
CENTS
5 146 BA, Cathodic Protection System Replacement—Type C or C2 Anode, Per Each
1T\-aj <—tm)c DOLLARS 3 5)3 ^ 51 000
____________CENTS
6 62 BA. Cathodic Protection System Replacement -Type Dl or D2 Anode, Per Each
LLkJ DOLLARS 3
CENTS
7 37 BA. Cathodic Protection System Anode Cable,Per Each
ö 14 DOLLARS
CENTS
8 14 EA. Pile Cap Full Repair - Type 'A', Per Each
ts1 DOLLARS \ (j
I
9 10 BA. Pile Cap Full Repair - Type 'B', Per Each
VV r- DOLLARS 000 /CENTS I
The amount for each item shall be computed by multiplying the estimated quantity of that item by the unit
price for the item.
33
nSI. -SCHEDULE OF UNIT PRICES .FOR CLASSIFIED WORK
FiguresEstimated Items of Classified Work Unit Prices Amounts 20
Item No. Quantities With Unit Prices Written
10 1 BA. Pile Cap Full Repair - Type 'C', Per Each-Ie-- 1sJ DOLLARS (MI LXJO
CENTS
11 100 S.F. Pile Cap Spall Repairs, Per Square Foot
j Ug DOLLARSCENTS
12 130 LF. Pile Cap Crack Repair, Per Linear Foot( T4 4 DOLLARS
V(ô )i) CENTS
13 2,650 L.F. Prestressed Girder Crack Repair, Per LinearFoot
3 F1C444 74.1 DOLLARSCENTS
14 1,714 S.F. Prestressed Girder Type I Repair - SpallRepair, Per Square Foot
ui1 DOLLARS S LLI 3O
CENTS
14A 6 S.F. Prestressed Girder Type V Repair - SpallRepair, Per Square Foot
DOLLARS J3oO (i,, OOtCENTS
15 90 S.F. Prestressed Girder Type W Repair SpallRepair, Per Square Foot
kuc DOLLARSCENTS
16 50 S.F. Prestressed Girder Type VI Repair - SpallRepair, Per Square Foot
xj
ou 'J'A DOLLARSCENTS
17 21 S.F. Prestressed Girder Type VII Repair - SpallRepair, Per Square Foot
_________DOLLARSCENTS
34 Addendum No. 6
C,0!2cf^:2, r4a2,- (^O- -T'cY,-I. SCHEDULE OF UNIT PRICES FOR CLASSIFIED WORK
Figures
Estimated Items of Classified Work Unit Prices Amounts 20Item No. Quantities With Unit Prices Written
18 150 S.F.End Anchor Encasement Spall Repair, PerSquare Foot
TL 1Vt-DOLLARS LAICENTS
19 4 BA. End Anchor Encasement Full Repair, PerEach
\e V) DOLLARSCENTS
20 280 L.F. Concrete Edge Beam Crack Repair, PerLinear Foot
C&\OJ r DOLLARS 3xx).CENTS
21 100 S.F. Concrete Cross Beam Spall Repair - Type I,Per Square Foot
Lu u44 DOLLARSCENTS
21A 200 Prestressed Girder & Concrete Cross BeamLocations Type III Spall Repair, Per Location
DOLLARS V)-', o, ouo.
CENTS
22 400 S.F. Prestressed Post-Tensioned Deck Panel,Types 2 or 5 - Spall Repair Per SquareFoot
DOLLARS 3cx) , wo.CENTS
ESTIMATED TOTAL FOR CLASSIFIED WORK21
21 The Estimated Total For Classified Work shall be computed by totaling the amounts inserted in the"Amounts" column.
35 Addendum No. 6
II. LUMP SUM FOR UNCLASSIFIED WORK
Figures
Writing
Dollars
.............................................................Cents
Ill. RECAPITULATION
Figures
ESTIMATED TOTAL FOR CLASSIFIED WORK. ....... I
LUMP SUM FOR UNCLASSIFIED WORK
22
ESTIMATED TOTAL CONTRACT PRICE:
The following provisions are applicable to the Schedule of Unit Prices for Classified Work. The quantityfor payment described in the following provisions shall be the quantity of Classified Work furnished,installed, performed and/or placed in accordance with the Specifications, as shown on the ContractDrawings and where ordered by the Engineer.
No quantity of work will be included under more than one item of Classified Work.
In the case of Item No. 1(16" Diameter of Pile Wrap), the quantity for payment shall be the number of16" diameter pile wraps furnished and installed in accordance with the details shown on ContractDrawing S0211,
22 The Estimated Total Contract Price shall be computed by adding the Estimated Total for Classified Workto the Lump Sum for Unclassified Work,
36 Addendum No. 601-31--14P03:22 RI