Feasibility Report Appendices - The Official Web Site for

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Appendix L - Cost Estimates

Deployable Gate Costs

Steel Rolling Gate Costs ‐ Per Linear Foot of Opening ‐ Various Widths and Heights

4 Foot Tall 6 Foot Tall 8 Foot Tall 10 Foot Tall 12 Foot Tall 14 Foot Tall 16 Foot TallWidth of Gate Cost of Gate & Cost Of Gate Plus Cost of Gate & Cost Of Gate Plus Cost of Gate & Cost Of Gate Plus Cost of Gate & Cost Of Gate Plus Cost of Gate & Cost Of Gate PlusCost of Gate & Cost Of Gate Plus Cost of Gate & Cost Of Gate PlusOpening Foundation Pylon Structures Foundation Pylon Structures Foundation Pylon Structures Foundation Pylon Structures Foundation Pylon Structures Foundation Pylon Structures Foundation Pylon Structures

w/o Pylon Structure W/ Pylon Structure w/o Pylon Structure W/ Pylon Structure w/o Pylon Structure W/ Pylon Structure w/o Pylon Structure W/ Pylon Structure w/o Pylon Structure W/ Pylon Structuw/o Pylon Structure W/ Pylon Structurew/o Pylon Structur W/ Pylon Structure15 11,574.42$ 14,574.42$ 12,884.64$ 16,384.64$ 14,194.85$ 18,194.85$ 16,335.77$ 20,835.77$ 18,476.69$ 23,476.69$ 20,352.26$ 25,852.26$ 22,227.84$ 28,227.84$ 30 12,183.60$ 15,183.60$ 13,562.78$ 17,062.78$ 14,941.95$ 18,941.95$ 17,195.55$ 21,695.55$ 19,449.15$ 24,449.15$ 21,423.44$ 26,923.44$ 23,397.73$ 29,397.73$ 45 12,824.84$ 15,824.84$ 14,276.61$ 17,776.61$ 15,728.37$ 19,728.37$ 18,100.58$ 22,600.58$ 20,472.79$ 25,472.79$ 22,550.99$ 28,050.99$ 24,629.18$ 30,629.18$ 60 13,499.84$ 16,499.84$ 15,028.01$ 18,528.01$ 16,556.18$ 20,556.18$ 19,053.24$ 23,553.24$ 21,550.30$ 26,550.30$ 23,737.88$ 29,237.88$ 25,925.46$ 31,925.46$ 75 14,174.83$ 17,174.83$ 15,779.41$ 19,279.41$ 17,383.99$ 21,383.99$ 20,005.90$ 24,505.90$ 22,627.82$ 27,627.82$ 24,924.77$ 30,424.77$ 27,221.73$ 33,221.73$ 90 14,883.57$ 17,883.57$ 16,568.38$ 20,068.38$ 18,253.19$ 22,253.19$ 21,006.20$ 25,506.20$ 23,759.21$ 28,759.21$ 26,171.01$ 31,671.01$ 28,582.82$ 34,582.82$ 105 15,627.75$ 18,627.75$ 17,396.80$ 20,896.80$ 19,165.85$ 23,165.85$ 22,056.51$ 26,556.51$ 24,947.17$ 29,947.17$ 27,479.56$ 32,979.56$ 30,011.96$ 36,011.96$

Steel Rolling Gate Costs ‐ Total Cost per Location ‐ Various Widths and Heights

4 Foot Tall 6 Foot Tall 8 Foot Tall 10 Foot Tall 12 Foot Tall 14 Foot Tall 16 Foot TallWidth of Gate Cost of Gate & Cost Of Gate Plus Cost of Gate & Cost Of Gate Plus Cost of Gate & Cost Of Gate Plus Cost of Gate & Cost Of Gate Plus Cost of Gate & Cost Of Gate PlusCost of Gate & Cost Of Gate Plus Cost of Gate & Cost Of Gate PlusOpening Foundation Pylon Structures Foundation Pylon Structures Foundation Pylon Structures Foundation Pylon Structures Foundation Pylon Structures Foundation Pylon Structures Foundation Pylon Structures

w/o Pylon Structure W/ Pylon Structure w/o Pylon Structure W/ Pylon Structure w/o Pylon Structure W/ Pylon Structure w/o Pylon Structure W/ Pylon Structure w/o Pylon Structure W/ Pylon Structuw/o Pylon Structure W/ Pylon Structurew/o Pylon Structur W/ Pylon Structure15 173,616.33$ 218,616.33$ 193,269.57$ 245,769.57$ 212,922.81$ 272,922.81$ 245,036.58$ 312,536.58$ 277,150.35$ 352,150.35$ 305,283.97$ 387,783.97$ 333,417.59$ 423,417.59$ 30 365,508.06$ 455,508.06$ 406,883.30$ 511,883.30$ 448,258.54$ 568,258.54$ 515,866.48$ 650,866.48$ 583,474.41$ 733,474.41$ 642,703.09$ 807,703.09$ 701,931.77$ 881,931.77$ 45 577,117.99$ 712,117.99$ 642,447.32$ 799,947.32$ 707,776.64$ 887,776.64$ 814,526.02$ 1,017,026.02$ 921,275.39$ 1,146,275.39$ 1,014,794.35$ 1,262,294.35$ 1,108,313.32$ 1,378,313.32$ 60 809,990.16$ 989,990.16$ 901,680.44$ 1,111,680.44$ 993,370.73$ 1,233,370.73$ 1,143,194.41$ 1,413,194.41$ 1,293,018.09$ 1,593,018.09$ 1,424,272.78$ 1,754,272.78$ 1,555,527.46$ 1,915,527.46$ 75 1,063,112.08$ 1,288,112.08$ 1,183,455.58$ 1,445,955.58$ 1,303,799.08$ 1,603,799.08$ 1,500,442.66$ 1,837,942.66$ 1,697,086.25$ 2,072,086.25$ 1,869,358.02$ 2,281,858.02$ 2,041,629.80$ 2,491,629.80$ 90 1,339,521.23$ 1,609,521.23$ 1,491,154.03$ 1,806,154.03$ 1,642,786.84$ 2,002,786.84$ 1,890,557.75$ 2,295,557.75$ 2,138,328.67$ 2,588,328.67$ 2,355,391.11$ 2,850,391.11$ 2,572,453.55$ 3,112,453.55$ 105 1,640,913.50$ 1,955,913.50$ 1,826,663.69$ 2,194,163.69$ 2,012,413.88$ 2,432,413.88$ 2,315,933.25$ 2,788,433.25$ 2,619,452.62$ 3,144,452.62$ 2,885,354.11$ 3,462,854.11$ 3,151,255.59$ 3,781,255.59$

Wall Height = 4 6 8 10 12 14 16feet feet feet feet feet feet feet

Width of Gate L/360 or L/360 or L/360 or L/360 or L/360 or L/360 or L/360 orOpening W = H/3 min W = H/3 min W = H/3 min W = H/3 min W = H/3 min W = H/3 min W = H/3 minfeet feet feet feet feet feet feet feet15 1.33 2.00 2.67 3.33 4.00 4.67 5.3330 1.33 2.00 2.67 3.33 4.00 4.67 5.3345 1.80 2.00 2.67 3.33 4.00 4.67 5.3360 2.40 2.40 2.67 3.33 4.00 4.67 5.3375 3.00 3.00 3.00 3.33 4.00 4.67 5.3390 3.60 3.60 3.60 3.60 4.00 4.67 5.33105 4.20 4.20 4.20 4.20 4.20 4.67 5.33

Property Easements

ALTERNATIVE 1 EASEMENTS

MUNICIPALITY

BLOCK

LOT PERMANENT OR

TEMPORARY EASEMENT

AREA OF EASEMENT

(SF)

DESCRIPTION/COMMENT

CITY OF HOBOKEN 262.01 1 PERMANENT 21,374 WATERFRONT






WEEHAWKEN TWP. 34.03 1.02 PERMANENT 2,280 WATERFRONT

WEEHAWKEN TWP. 34.03 1.01 PERMANENT 1,475 WATERFRONT

WEEHAWKEN TWP. 34.03 2 PERMANENT 14,602 WEEHAWKEN TWP. 34.03 3 PERMANENT 25,856 WEEHAWKEN TWP. 34.03 3.01 PERMANENT 1,704 WEEHAWKEN TWP. 34.03 4 PERMANENT 71,631 ALONG HARBOR BLVD. PRIVATE /EASEMENT?

CITY OF HOBOKEN 259 1 PERMANENT 53 CITY OF HOBOKEN 261.07 1 PERMANENT 2,172 CITY OF HOBOKEN 210, 210.01 1-6, 29 TEMPORARY 2,304 PARKING LOT (WASHINGTON AND OBSERVER)


MUNICIPALITY

BLOCK

LOT PERMANENT OR

TEMPORARY EASEMENT

AREA OF EASEMENT

(SF)

DESCRIPTION/COMMENT

CITY OF HOBOKEN 268.01 2 PERMANENT 4,807 ALONG 15TH STREET

CITY OF HOBOKEN 268.01 1 PERMANENT 1,911 ALONG 15TH STREET

WEEHAWKEN TWP. 34.03 1.02 PERMANENT 3,500 ALONG PARK AVE BRIDGE

WEEHAWKEN TWP. 34.03 4.01 PERMANENT 17,507 ALONG HARBOR BLVD.

WEEHAWKEN TWP. 34.03 9.01 PERMANENT 10,993 TIE-IN EARTH BERM

WEEHAWKEN TWP. 34.03 4 PERMANENT 12,391 ALONG HARBOR BLVD.

CITY OF HOBOKEN 210, 210.01 1-6, 29 TEMPORARY 2,304 PARKING LOT (WASHINGTON AND OBSERVER)

JERSEY CITY 6002 7 PERMANENT 4,800 EMBANKMENT SOUTH OF HBLR TRACKS


MUNICIPALITY

BLOCK

LOT PERMANENT OR

TEMPORARY EASEMENT

AREA OF EASEMENT

(SF)

DESCRIPTION/COMMENT

CITY OF HOBOKEN 269.02 1 PERMANENT 3,722 ALLEYWAY. (WASH. ST TO BLOOM. ST.)

CITY OF HOBOKEN 255 4.03 PERMANENT 3,381 ALLEYWAY. (GARDEN ST TO BLOOM. ST.)

CITY OF HOBOKEN 268.01 1 PERMANENT 51 ALONG 15TH STREET. MAY BE AVOIDED.

WEEHAWKEN TWP. 34.03 1.02 PERMANENT 3,500 ALONG PARK AVE BRIDGE

WEEHAWKEN TWP. 34.03 9.01 PERMANENT 10,993 TIE-IN EARTH BERM

WEEHAWKEN TWP. 34.03 4 PERMANENT 3,409 IS THE LOT ALREADY AN EASEMENT?

CITY OF HOBOKEN 210, 210.01 1-6, 29 TEMPORARY 2,304 PARKING LOT (WASHINGTON AND OBSERVER)

CITY OF HOBOKEN 126 5 PERMANENT 3,736 GARDEN STREET

Precedent Cost Study

MAGGIE DALEY

DISCOVERY GREEN

TANNER SPRINGS PARK

CITY GARDEN

* LOCATION: CHICAGO, IL

* YEAR: 2012 - 2015

* DESIGNER: MVVA

* OWNER: CHICAGO PARK DISTRICT

* AREA: 25 ACRES

* COST: $ 60 MILLION

* AMENITIES: ICE SKATING RIBBON ROCK CLIMBING WALLS TENNIS COURTS CAFE SPACE PLAY GARDEN

* NOTES: BUILT ON STRUCTURE

* LOCATION: HOUSTON, TX

* YEAR: 2008

* DESIGNER: HARGREAVES ASSOCIATES

* OWNER: DISCOVERY GREEN CONSERVANCY

* AREA: 11.78 ACRES


* AMENITIES: PERFORMANCE STAGE LAWN JOGGING TRAIL DOG RUNS UNDERGROUND PARKING GARAGE

* NOTES: LEED CERTIFIED

* LOCATION: PORTLAND, OR

* YEAR: 2002

* DESIGNER: ATELIER DREISEITL

* OWNER: PORTLAND PARKS & RECREATION

* AREA: 0.92 ACRES

* COST: $ 3.6 MILLION

* AMENITIES: PLAZA URBAN WETLAND

* NOTES: RECONNECTS THE NEIGHBORHOOD WITH THE

PRE-INDUSTRIAL WETLANDS

* LOCATION: ST LOUIS, MO

* YEAR: 2009

* DESIGNER: NELSON BYRD WOLTZ

* OWNER: GATEWAY FOUNDATION

* AREA: 2.9 ACRES


* AMENITIES: SCULPTURE GARDEN RAIN GARDENS SPRAY PLAZA CAFE SPACE PLAYGROUND

* NOTES:

$ 2.4 M/AC

$10.6 M/AC

$ 3.5 M/AC

$10.3 M/AC

BLOCK 12

HUDSON PARK BOULEVARD

BLAKE HOBS PARK

THE LAWN ON D

* LOCATION: HOBOKEN, NJ

* YEAR: -

* DESIGNER: STARR WHITEHOUSE

* OWNER: CITY OF HOBOKEN

* AREA: 1.64 ACRES

* COST: $ 4 TO 5 MILLION

* AMENITIES: DOG RUN TEMPORARY SPACES RAIN GARDENS BATHROOM SCULPTURE

* NOTES:

* LOCATION: NEW YORK CITY, NY

* YEAR: 2015

* DESIGNER: MVVA

* OWNER: HUDSON YARDS ALLIANCE

* AREA: 4.0 ACRES


* AMENITIES: PLAYGROUND LAWN CAFE

* NOTES: BUILT ON STRUCTURE

* LOCATION: NEW YORK CITY,NY

* YEAR: 2015

* DESIGNER: SCAPE LANDSCAPE ARCHITECTURE

* OWNER: HARLEM RBI

* AREA: 2.3 ACRES


* AMENITIES: PLAYGROUND SPLASH ZONESTAGERUNNING LOOP

* NOTES:

* LOCATION: BOSTON, MA

* YEAR: 2009

* DESIGNER: SASAKI

* OWNER: MCCA

* AREA: 2.7 ACRES


* AMENITIES: FLEXIBLE SPACE TEMPORARY URBAN SPACE SPRAY PLAZA EVENT SPACE

* NOTES:

$ 2.7 M/AC

$7.5 M/AC

$ 1.0 M/AC

$0.55 M/AC

Resist Cost Estimates

REBUILD BY DESIGN - HUDSON RIVERPROJECT COST ESTIMATE FOR RESIST

ALTERNATIVE NO. 1 (OPTION 1) Low Estimate High Estimate

SUPERSTRUCTURE

Permanent Structure- Flood Walls and Others $42,700,000 $42,700,000

Gates and Flood Logs $31,300,000 $31,300,000

SUPERSTRUCTURE SUBTOTAL $74,000,000 $74,000,000

SUBSTRUCTUREPiling $40,400,000 $40,400,000Sheet Pile Cut off wall to prevent seepage $26,100,000 $38,900,000Site/Civil/Roadway $4,400,000 $4,400,000

Inlets, Pipes to drain superstructure back to NHSA system $3,900,000 $3,900,000

Environmental Remediation $5,200,000 $5,200,000

Pier Improvements $59,800,000 $59,800,000

Path Tubes $3,000,000 $5,000,000

De-Watering $800,000 $1,800,000SUBSTRUCTURE SUBTOTAL $143,600,000 $159,400,000

UTILITIESWaterproof Utility Manholes $300,000 $600,000Relocation of utilities $14,850,000 $29,700,000

MPT (includes police directors) $5,800,000 $11,600,000UTILITIES SUBTOTAL $20,950,000 $41,900,000

ARCHITECTURALLandscape Treatments (Various Parks) $19,600,000 $19,600,000Architecture (Flood Walls and Gates) @ 20% of superstructure costs $14,800,000 $14,800,000

ARCHITECTURAL SUBTOTAL $34,400,000 $34,400,000

SUB-TOTAL $272,950,000 $309,700,000Right of Way $20,000,000 $20,000,000

TOTAL CONSTRUCTION COSTS $292,950,000 $329,700,000

ENGINEERING COSTS (BASED UPON HIGH ESTIMATE, FULL ARCHITECTURAL)Program Management $16,054,500 $16,054,500Design Services (10%) $32,970,000 $32,970,000Additional Environmental Assessment and Permitting (2%) $6,594,000 $6,594,000Construction Management (8%) $26,376,000 $26,376,000TOTAL ENGINEERING COSTS $81,994,500 $81,994,500

TOTAL CONSTRUCTION & ENGINEERING COSTS $374,944,500 $411,694,500

INFLATION3% PER ANNUM FOR 4.2 YEARS (JULY 2020) EXCLUDING DESIGN $46,117,099 $51,317,158.153% PER ANNUM FOR 2 YEARS ON DESIGN COSTS $2,007,873 $2,007,873

FEASIBILITY/EIS COST $10,000,000 $10,000,000

Contingency $98,455,915 $108,943,430TOTAL ESTIMATED COSTS $531,525,387 $583,962,961



SUPERSTRUCTURE







Pier Improvements $59,800,000 $59,800,000

Path Tubes $3,000,000 $5,000,000

NHSA Pump Station $1,000,000 $1,000,000Shoring Existing Pump Station $1,000,000 $1,000,000De-Watering $1,000,000 $1,800,000SUBSTRUCTURE SUBTOTAL $149,600,000 $164,900,000



ARCHITECTURALLandscape Treatments (Various Parks) $19,600,000 $19,600,000Architecture (Flood Walls and Gates) @ 20% of superstructure costs $15,120,000 $15,120,000


SUB-TOTAL $281,020,000 $317,420,000

Right of Way $20,000,000 $20,000,000




INFLATION3% PER ANNUM FOR 4.2 YEARS (JULY 2020) EXCLUDING DESIGN $47,368,226 $52,518,7613% PER ANNUM FOR 2 YEARS ON DESIGN COSTS $2,054,888 $2,054,888





SUPERSTRUCTURE







Path Tubes $3,000,000 $5,000,000

De-Watering $800,000 $1,800,000

SUBSTRUCTURE SUBTOTAL $45,900,000 $61,150,000



ARCHITECTURALLandscape Treatments (Weehawken Cove Park, Tea Building) $9,100,000 $9,100,000Architecture (Flood Walls and Gates) @ 20% of superstructure costs $8,200,000 $8,200,000




ENGINEERING COSTS (BASED UPON HIGH ESTIMATE, FULL ARCHITECTURAL)

Program Management $16,054,500 $16,054,500Design Services (10%) $14,045,000 $14,045,000Additional Environmental Assessment and Permitting (2%) $2,809,000 $2,809,000Construction Management (8%) $11,236,000 $11,236,000TOTAL ENGINEERING COSTS $44,144,500 $44,144,500


INFLATION3% PER ANNUM FOR 4.2 YEARS (JULY 2020) EXCLUDING DESIGN $18,938,829 $21,860,7673% PER ANNUM FOR 2 YEARS ON DESIGN COSTS $855,340 $855,340





SUPERSTRUCTURE







Path Tubes $3,000,000 $5,000,000

NHSA Pump Station $1,000,000 $1,000,000

Shoring Existing Pump Station $1,000,000 $1,000,000De-Watering $800,000 $1,800,000SUBSTRUCTURE SUBTOTAL $49,800,000 $61,650,000



ARCHITECTURALLandscape Treatments (Weehawken Cove Park, Tea Building) $9,100,000 $9,100,000Architecture (Flood Walls and Gates) @ 20% of superstructure costs $9,020,000 $9,020,000











SUPERSTRUCTURE







Path Tubes $3,000,000 $5,000,000De-Watering $800,000 $1,800,000SUBSTRUCTURE SUBTOTAL $45,800,000 $58,500,000



ARCHITECTURALLandscape Treatments (Weehawken Cove Park) $8,000,000 $8,000,000Architecture (Flood Walls and Gates) @ 20% of superstructure costs $7,620,000 $7,620,000




ENGINEERING COSTS (BASED UPON HIGH ESTIMATE, FULL ARCHITECTURAL)

Program Management $16,054,500 $16,054,500Design Services (10%) $13,192,000 $13,192,000Additional Environmental Assessment and Permitting (2%) $2,638,400 $2,638,400

Construction Management (8%) $10,553,600 $10,553,600TOTAL ENGINEERING COSTS $42,438,500 $42,438,500







SUPERSTRUCTURE







Path Tubes $3,000,000 $5,000,000NHSA Pump Station $1,000,000 $1,000,000Shoring Existing Pump Station $1,000,000 $1,000,000De-Watering $800,000 $1,800,000SUBSTRUCTURE SUBTOTAL $50,100,000 $65,900,000



ARCHITECTURALLandscape Treatments (Weehawken Cove Park) $8,000,000 $8,000,000Architecture (Flood Walls and Gates) @ 20% of superstructure costs $8,140,000 $8,140,000




ENGINEERING COSTS (BASED UPON HIGH ESTIMATE, FULL ARCHITECTURAL)Program Management $16,054,500 $16,054,500

Design Services (10%) $14,284,000 $14,284,000Additional Environmental Assessment and Permitting (2%) $2,856,800 $2,856,800Construction Management (8%) $11,427,200 $11,427,200TOTAL ENGINEERING COSTS $44,622,500 $44,622,500





Delay, Store, Discharge Cost Estimates

Rebuild By Design- Hudson River Project

Project # 50074974

HIGH LOW

North Quad Infrastructure Renewal, Phase One TOTAL BASF Block 10Undeground

Tanks

TOTAL NJ

Transit Site

items

TOTAL BASF Block 10Undeground

Tanks

TOTAL NJ

Transit Site

items

$ $ $ $ $ $ $ $ $ $% of

Scheme SUM BASF B10S SUST SUM

% of

Scheme SUM BASF B10S SUST SUM

SITE COSTS AS PRESENTED 86,982,178 53,045,479 7,808,387 4,050,000 22,078,312 74,252,781 42,601,444 6,140,351 4,050,000 21,460,9861 INLETS/MANHOLES 2.37% 2,065,500 1,066,000 217,000 0 782,500 2.78% 2,065,500 1,066,000 217,000 0 782,5002 PIPE TYPE 3.27% 2,844,790 1,800,610 274,290 0 769,890 4.79% 3,555,989 2,250,763 342,863 0 962,3633 PROPOSED DITCH 1.79% 1,561,060 0 0 0 1,561,060 2.10% 1,561,060 0 0 0 1,561,0604 REMOVAL OF EXISTING DITCH 2.34% 2,034,570 0 0 0 2,034,570 3.08% 2,284,570 0 0 0 2,284,5705 UNDERGROUND DETENTION FACILITIES 15.58% 13,554,835 9,621,300 857,200 0 3,076,335 17.06% 12,670,245 9,008,500 800,200 0 2,861,5456 PUMP STATION & UTILITY BUILDING 7.36% 6,400,000 2,800,000 0 0 3,600,000 9.06% 6,725,000 2,950,000 0 0 3,775,0007 FORCE MAIN AND OUTFALL 0.01% 9,500 0 0 0 9,500 0.01% 9,500 0 0 0 9,5008 STORMWATER PRETREATMENT UNIT 1.17% 1,014,500 643,000 213,000 0 158,500 1.37% 1,014,500 643,000 213,000 0 158,5009 STORMWATER PRETREATMENT Foundation 0.58% 507,250 321,500 106,500 0 79,250 0.68% 507,250 321,500 106,500 0 79,250

10 DISCHARGE FROM PS TO DITCH 0.05% 39,500 0 0 0 39,500 0.05% 39,500 0 0 0 39,50011 PAVEMENT RESTORATION (PIPES) 4.84% 4,208,820 3,024,760 307,690 0 876,370 5.67% 4,208,820 3,024,760 307,690 0 876,37012 LANDSCAPING 19.24% 16,734,082 13,633,332 2,556,250 0 544,500 14.14% 10,500,000 8,000,000 1,500,000 0 1,000,00013 PARKING AREAS 1.57% 1,363,333 1,363,333 0 0 0 1.08% 800,000 800,000 0 0 014 SIDEWALK UNDERGROUND STORAGE TANKS 4.66% 4,050,000 0 0 4,050,000 0 5.45% 4,050,000 0 0 4,050,000 015 SOIL DISPOSAL 10.93% 9,504,920 6,605,160 625,740 0 2,274,020 12.80% 9,504,920 6,605,160 625,740 0 2,274,02016 SITE IMPROVEMENTS 2.26% 1,962,200 1,160,750 244,800 0 556,650 2.64% 1,962,200 1,160,750 244,800 0 556,65017 SHEETING 5.60% 4,870,138 2,056,288 694,200 0 2,119,650 6.56% 4,870,138 2,056,288 694,200 0 2,119,65018 OUTLET CONTROL STRUCTURE 0.07% 60,000 30,000 15,000 0 15,000 0.08% 60,000 30,000 15,000 0 15,00019 PIPE JACKING 0.14% 120,000 0 0 0 120,000 0.16% 120,000 0 0 0 120,00020 DEWATERING 1.62% 1,410,000 450,000 450,000 0 510,000 1.90% 1,410,000 450,000 450,000 0 510,00021 MAINTENANCE OF TRAFFIC 5.37% 4,666,856 3,120,322 459,317 0 1,087,217 3.14% 2,333,427 1,560,161 229,658 0 543,60822 UTILITY RELOCATION 9.20% 8,000,324 5,349,124 787,400 0 1,863,800 5.39% 4,000,162 2,674,562 393,700 0 931,900

A1 CONSTRUCTION COSTS 86,982,178 53,045,479 7,808,387 4,050,000 22,078,312 74,252,781 42,601,444 6,140,351 4,050,000 21,460,98625.0% Construction Contingency 21,745,545 13,261,370 1,952,097 1,012,500 5,519,578 18,563,195 10,650,361 1,535,088 1,012,500 5,365,247

A1 CONSTRUCTION COSTS AND CONTINGENCY 108,727,723 66,306,849 9,760,484 5,062,500 27,597,890 92,815,976 53,251,805 7,675,439 5,062,500 26,826,23310.0% Design Services 10,872,772 6,630,685 976,048 506,250 2,759,789 9,281,598 5,325,181 767,544 506,250 2,682,6232.0% Additional Environmental Assess./ Permitting (2%) 2,174,554 1,326,137 195,210 101,250 551,958 1,856,320 1,065,036 153,509 101,250 536,5258.0% Construction Management (8%) 8,698,218 5,304,548 780,839 405,000 2,207,831 7,425,278 4,260,144 614,035 405,000 2,146,099

B1 TOTAL CONSTRUCTION/ENGINEERING COSTS 130,473,267 79,568,219 11,712,581 6,075,000 33,117,468 111,379,172 63,902,166 9,210,527 6,075,000 32,191,47913.5% Inflation 17,585,970 10,724,682 1,578,692 818,825 4,463,771 15,012,353 8,613,117 1,241,450 818,825 4,338,961

C1 TOTAL, INCLUDING INFLATION 148,059,237 90,292,900 13,291,272 6,893,825 37,581,239 126,391,525 72,515,283 10,451,977 6,893,825 36,530,440

DESCRIPTION

Summary

1

HIGH LOW

North Quad Infrastructure Renewal, Phase One TOTAL TOTAL

$ $

% of

Scheme SUM

% of

Scheme SUM

SITE COSTS AS PRESENTED 86,982,178 74,252,7811 INLETS/MANHOLES 2.37% 2,065,500 2.78% 2,065,5002 PIPE TYPE 3.27% 2,844,790 4.79% 3,555,9893 PROPOSED DITCH 1.79% 1,561,060 2.10% 1,561,0604 REMOVAL OF EXISTING DITCH 2.34% 2,034,570 3.08% 2,284,5705 UNDERGROUND DETENTION FACILITIES 15.58% 13,554,835 17.06% 12,670,2456 PUMP STATION & UTILITY BUILDING 7.36% 6,400,000 9.06% 6,725,0007 FORCE MAIN AND OUTFALL 0.01% 9,500 0.01% 9,5008 STORMWATER PRETREATMENT UNIT 1.17% 1,014,500 1.37% 1,014,5009 STORMWATER PRETREATMENT Foundation 0.58% 507,250 0.68% 507,250

10 DISCHARGE FROM PS TO DITCH 0.05% 39,500 0.05% 39,50011 PAVEMENT RESTORATION (PIPES) 4.84% 4,208,820 5.67% 4,208,82012 LANDSCAPING 19.24% 16,734,082 14.14% 10,500,00013 PARKING AREAS 1.57% 1,363,333 1.08% 800,00014 SIDEWALK UNDERGROUND STORAGE TANKS 4.66% 4,050,000 5.45% 4,050,00015 SOIL DISPOSAL 10.93% 9,504,920 12.80% 9,504,92016 SITE IMPROVEMENTS 2.26% 1,962,200 2.64% 1,962,20017 SHEETING 5.60% 4,870,138 6.56% 4,870,13818 OUTLET CONTROL STRUCTURE 0.07% 60,000 0.08% 60,00019 PIPE JACKING 0.14% 120,000 0.16% 120,00020 DEWATERING 1.62% 1,410,000 1.90% 1,410,00021 MAINTENANCE OF TRAFFIC 5.37% 4,666,856 3.14% 2,333,42722 UTILITY RELOCATION 9.20% 8,000,324 5.39% 4,000,162

A CONSTRUCTION COSTS 86,982,178 74,252,78125.0% Construction Contingency 21,745,545 18,563,195

B SUBTOTAL 108,727,723 92,815,97613.5% Inflation 14,654,975 12,510,294

C SUBTOTAL 123,382,697 105,326,27025.0% DESIGN COSTS (No inflation included) 27,181,931 23,203,994

D SUBTOTAL 150,564,628 128,530,264

E TOTAL AS PRESENTED 150,564,628 128,530,264Rounded 150,565,000 128,531,000

A1 CONSTRUCTION COSTS 86,982,178 74,252,78125.0% Construction Contingency 21,745,545 18,563,195

A1 CONSTRUCTION COSTS AND CONTINGENCY 108,727,723 92,815,97610.0% Design Services 10,872,772 9,281,5982.0% Additional Environmental Assess./ Permitting (2%) 2,174,554 1,856,3208.0% Construction Management (8%) 8,698,218 7,425,278

B1 TOTAL CONSTRUCTION/ENGINEERING COSTS 130,473,267 111,379,17213.5% Inflation 17,585,970 15,012,353

C1 TOTAL, INCLUDING INFLATION 148,059,237 126,391,525

FEASIBILITY/EIS COST

PROJECT SUPPORT COSTS

SIROMS (required software for HUD DRGR)

CMF (QA and Engineering support)

NJ Transit (Contract Management)

NJDEP (new staff)

IM (required by Integrity Monitor Act)

SUBTOTAL 148,059,237 126,391,52510.0% Project Support Contingency

ESTIMATED CONSTRUCTION COST 148,059,237 126,391,525

DESCRIPTION

Summary

1

HIGH Range LOW Range

No. Sort Code DESCRIPTION QTY UNIT UNIT COST Total Cost UNIT COST Total Cost

iow sto sto

1 BASF

BASF Site, Includes Underground Detention

Facility 5.8 Million Gallons and Pump Station

(13.0 MGD) 4419 53,045,479 1033 42,601,444

2 B10S

Block 10 Site, Includes Underground Detention

Facility 616,000 4419 7,808,387 1033 6,140,351

3 New Jersey Transit Site 22,078,312 21,460,986

NJTSUnderground Detention Facility 1.4 Million Gallons

and Pump Station (6.5 MGD) 15,598,550 14,861,471

CLIN Clinton Street Pump Station (6.5 MGD) 2,884,132 2,753,885

DITCH Reconstruction of Existing NJT Ditch 3,595,630 3,845,630

4 SUST Sidewalk Underground Storage Tanks 4,050,000 4,050,000

TOTAL 86,982,178 74,252,781

1 DIVISION 02 EXISTING CONDITIONS

2

3 INLETS/MANHOLES

4 BASF INLET, TYPE B 180 U 4,000 720,000 4,000 720,000

5 BASF MANHOLE 38 U 5,000 190,000 5,000 190,000

6 BASF MANHOLE, 5' DIAMETER 26 U 6,000 156,000 6,000 156,000

7 B10S INLET, TYPE B 30 U 4,000 120,000 4,000 120,000

8 B10S MANHOLE 11 U 5,000 55,000 5,000 55,000

9 B10S MANHOLE, 5' DIAMETER 7 U 6,000 42,000 6,000 42,000

10 NJTS INLET, TYPE B 100 U 4,000 400,000 4,000 400,000

11 NJTS MANHOLE 38 U 5,000 190,000 5,000 190,000

12 NJTS MANHOLE, 5' DIAMETER 25 U 6,000 150,000 6,000 150,000

13 CLIN INTAKE WEIR CONTROL STRUCTURE 1 U 6,500 6,500 6,500 6,500

14 CLIN MANHOLE, 5' DIAMETER 6 U 6,000 36,000 6,000 36,000

15 INLETS/MANHOLES 2,065,500 2,065,500

16

17 PIPE TYPE

18 BASF 15" REINFORCED CONCRETE PIPE 8,024 LF 80 641,920 100.00 802,400




22 BASF 36" REINFORCED CONCRETE PIPE 486 LF 150 72,900 187.50 91,125

23 B10S 15" REINFORCED CONCRETE PIPE 2,259 LF 80 180,720 100.00 225,900

24 B10S 18" REINFORCED CONCRETE PIPE 993 LF 90 89,370 112.50 111,713

25 B10S 24" REINFORCED CONCRETE PIPE 42 LF 100 4,200 125.00 5,250

26 NJTS 15" REINFORCED CONCRETE PIPE 7,128 LF 80 570,240 100.00 712,800

BU Page 4



iow sto sto

1 BASF



(13.0 MGD) 4419 53,045,479 1033 42,601,444

2 B10S


Facility 616,000 4419 7,808,387 1033 6,140,351







TOTAL 86,982,178 74,252,781

27 NJTS 18" REINFORCED CONCRETE PIPE 1,485 LF 90 133,650 112.50 167,063

28 NJTS 24" REINFORCED CONCRETE PIPE 660 LF 100 66,000 125.00 82,500

29 PIPE TYPE 2,844,790 3,555,989

30

31 PROPOSED DITCH

32 DITCH CONCRETE SLOPE GUTTER, 6" THICK 17,078 SY 80 1,366,240 80 1,366,240

33 DITCH SUBBASE 2,847 CY 60 170,820 60 170,820

34 DITCH CULVERT REPLACEMENT (IF REQUIRED) 120 LF 200 24,000 200 24,000

35 PROPOSED DITCH 1,561,060 1,561,060

36

37 REMOVAL OF EXISTING DITCH

38 DITCH

CLEARING SITE (INCLUDES CLEARING

WOODED AREA) 1 LS 30,000 30,000 30,000 30,000

39 DITCH TEMPORARY TRUCK ACCESS RESTORATION 11,112 SY 10 111,120 10 111,120

40 DITCH TEMPORARY SHEETING 50,000 SF 30 1,500,000 35 1,750,000

41 DITCH CONSTRUCTION DRIVEWAY 2,223 T 150 333,450 150 333,450

42 DITCH DEWATERING 10 DAY 6,000 60,000 6,000 60,000

43 REMOVAL OF EXISTING DITCH 2,034,570 2,284,570

44

45 UNDERGROUND DETENTION FACILITIES

46 BASF

5.8 MILLON GALLONS (572 CON-SPAN UNITS

FROM CONTECH) 1 LS 6,128,000 6,128,000 6,128,000 6,128,000

47 BASF

EXCAVATION & BACKFILL NOT INCLUDED IN

BACKUP 26,970 CY 50 1,348,500 50 1,348,500

48 BASF APPROXIMATE FOUNDATION COSTS 10% LS 6,128,000 612,800 6,128,000 612,800

49 BASF APPROXIMATE INSTALLATION COSTS 10% LS 6,128,000 612,800 6,128,000 612,800

50 BASF SALES TAX, FOUNDATIONS, CIP WORK 10% LS 6,128,000 612,800 0 -

BU Page 5



iow sto sto

1 BASF



(13.0 MGD) 4419 53,045,479 1033 42,601,444

2 B10S


Facility 616,000 4419 7,808,387 1033 6,140,351







TOTAL 86,982,178 74,252,781

51 BASF

FINISHES, STAINING, COATINGS, SEALANTS,

GROUT 2% LS 6,128,000 122,560 6,128,000 122,560

52 BASF

CRANE RENTAL, WATERPROOFING

MEMBRANE, LABOR 3% LS 6,128,000 183,840 6,128,000 183,840

53 B10S

616,000 GALLONS TANK (168- TERRA-ARCH

UNITS FROM CONTECH) 1 LS 570,000 570,000 570,000 570,000

54 B10S


BACKUP 1,754 CY 50 87,700 50 87,700

55 B10S APPROXIMATE FOUNDATION COSTS 10% LS 570,000 57,000 570,000 57,000

56 B10S APPROXIMATE INSTALLATION COSTS 10% LS 570,000 57,000 570,000 57,000

57 B10S SALES TAX, FOUNDATIONS, CIP WORK 10% LS 570,000 57,000 0 -

58 B10S


GROUT 2% LS 570,000 11,400 570,000 11,400

59 B10S


MEMBRANE, LABOR 3% LS 570,000 17,100 570,000 17,100

60 NJTS

1.4 MILLON GALLONS (170 CON-SPAN UNITS

FROM CONTECH) 1 LS 2,147,900 2,147,900 2,147,900 2,147,900

61 NJTS


BACKUP 12,125 CY 50 606,250 50 606,250

62 NJTS SALES TAX, FOUNDATIONS, CIP WORK 10% LS 2,147,900 214,790 0 -

63 NJTS


GROUT 2% LS 2,147,900 42,958 2,147,900 42,958

64 NJTS


MEMBRANE, LABOR 3% LS 2,147,900 64,437 2,147,900 64,437

65 UNDERGROUND DETENTION FACILITIES 13,554,835 12,670,245

66

67 PUMP STATION & UTILITY BUILDING

BU Page 6



iow sto sto

1 BASF



(13.0 MGD) 4419 53,045,479 1033 42,601,444

2 B10S


Facility 616,000 4419 7,808,387 1033 6,140,351







TOTAL 86,982,178 74,252,781

68 BASF

WET WELL, EQUIPMENT, 24"FORCE MAIN (13

MGD) 1 LS 2,800,000 2,800,000 2,950,000 2,950,000

69 NJTS

WET WELL, EQUIPMENT, 24"FORCE MAIN (3.25

MGD) 1 LS 1,600,000 1,600,000 1,675,000 1,675,000

70 CLIN

WET WELL, EQUIPMENT, 24"FORCE MAIN (3.25

MGD) 1 LS 2,000,000 2,000,000 2,100,000 2,100,000

71 PUMP STATION & UTILITY BUILDING 6,400,000 6,725,000

72

73 FORCE MAIN AND OUTFALL

74 CLIN CONCRETE HEADWALL 1.5 CY 2,000 3,000 2,000 3,000

75 CLIN RIPRAP STONE SLOPE PROTECTION, 24" THICK 15.0 SY 100 1,500 100 1,500

76 CLIN TIDE FLEX VALVE 1.0 U 5,000 5,000 5,000 5,000

77 FORCE MAIN AND OUTFALL 9,500 9,500

78

79 STORMWATER PRETREATMENT UNIT

80

MANUFACTURED TREATMENT DEVICES (50%

TSS REMOVAL)

81 BASF O-1 TWO VORTECHS 16000 IN PARALLEL 1 LS 95,000 95,000 95,000 95,000

82 BASF O-2 TWO VORTECHS PC1319 IN PARALLEL 1 LS 145,000 145,000 145,000 145,000



85 BASF O-5 VORTECHS 11000 1 LS 34,000 34,000 34,000 34,000

86 BASF O-6 VORTECHS 11000 1 LS 34,000 34,000 34,000 34,000

87 BASF O-7 TWO VORTECHS PC1319 IN PARALLEL 1 LS 145,000 145,000 145,000 145,000

88 B10S O-14 Vortechs 11000 1 LS 34,000 34,000 34,000 34,000

89 B10S O-15 Vortechs 11000 1 LS 34,000 34,000 34,000 34,000

90 B10S O-16 Vortechs PC1319 1 LS 72,500 72,500 72,500 72,500

91 B10S O-17 Vortechs PC1319 1 LS 72,500 72,500 72,500 72,500

BU Page 7



iow sto sto

1 BASF



(13.0 MGD) 4419 53,045,479 1033 42,601,444

2 B10S


Facility 616,000 4419 7,808,387 1033 6,140,351







TOTAL 86,982,178 74,252,781

92 NJTS O-9 Vortechs 16000 1 LS 47,500 47,500 47,500 47,500




96 STORMWATER PRETREATMENT UNIT 1,014,500 1,014,500

97

98 STORMWATER PRETREATMENT Foundation

99 BASF FOUNDATION AND INSTALLATION 1 LS 321,500 321,500 321,500 321,500

100 B10S FOUNDATION AND INSTALLATION 1 LS 106,500 106,500 106,500 106,500

101 NJTS FOUNDATION AND INSTALLATION 1 LS 79,250 79,250 79,250 79,250

102 STORMWATER PRETREATMENT Foundation 507,250 507,250

103

104 DISCHARGE FROM PS TO DITCH

105 NJTS 12" STEEL CASING 60 LF 500 30,000 500 30,000

106 NJTS CONCRETE HEADWALL 1.5 CY 2,000 3,000 2,000 3,000

107 NJTS RIPRAP STONE SLOPE PROTECTION, 24" TK 15 SY 100 1,500 100 1,500

108 NJTS TIDE FLEX VALVE 1 U 5,000 5,000 5,000 5,000

109 DISCHARGE FROM PS TO DITCH 39,500 39,500

110

111 PAVEMENT RESTORATION (PIPES)

112 BASF REMOVAL OF PAVEMENT 12,192 SY 60 731,520 60 731,520

113 BASF SUBBASE 2,710 CY 50 135,500 50 135,500

114 BASF CONCRETE BASE COURSE, 8" THICK 12,192 SY 70 853,440 70 853,440

115 BASF HOT MIX ASPHALT 12.5 M 64 SURFACE COURSE 1,427 T 100 142,700 100 142,700

116 BASF PAVEMENT REMOVAL (EXISTING BASF SITE) 0 0

117 BASF REMOVAL OF PAVEMENT 19,360 SY 60 1,161,600 60 1,161,600

118 B10S REMOVAL OF PAVEMENT 2,013 SY 60 120,780 60 120,780

BU Page 8



iow sto sto

1 BASF



(13.0 MGD) 4419 53,045,479 1033 42,601,444

2 B10S


Facility 616,000 4419 7,808,387 1033 6,140,351







TOTAL 86,982,178 74,252,781

119 B10S SUBBASE 448 CY 50 22,400 50 22,400

120 B10S CONCRETE BASE COURSE, 8" THICK 2,013 SY 70 140,910 70 140,910

121 B10S HOT MIX ASPHALT 12.5 M 64 SURFACE COURSE 236 T 100 23,600 100 23,600

122 NJTS REMOVAL OF PAVEMENT 5,667 SY 60 340,020 60 340,020

123 NJTS SUBBASE 1,260 CY 50 63,000 50 63,000

124 NJTS CONCRETE BASE COURSE, 8" THICK 5,667 SY 70 396,690 70 396,690

125 NJTS HOT MIX ASPHALT 12.5 M 64 SURFACE COURSE 664 T 100 66,400 100 66,400

126 CLIN REMOVAL OF PAVEMENT 67 SY 60 4,020 60 4,020

127 CLIN SUBBASE 15 CY 50 750 50 750

128 CLIN CONCRETE BASE COURSE, 8" THICK 67 SY 70 4,690 70 4,690

129 CLIN HOT MIX ASPHALT 12.5 M 64 SURFACE COURSE 8 T 100 800 100 800

130 PAVEMENT RESTORATION (PIPES) 4,208,820 4,208,820

131

132 LANDSCAPING

133 BASF

PARK ABOVE UNDERGROUND DETENTION

SYSTEM 4 ACRE 3,408,333 13,633,332 2,000,000 8,000,000

171 B10S


SYSTEM 0.75 ACRE 3,408,333 2,556,250 2,000,000 1,500,000

172 NJTS


SYSTEM 0.5 ACRE 1,089,000 544,500 2,000,000 1,000,000

136 LANDSCAPING 16,734,082 10,500,000

137

138 PARKING AREAS

139 BASF

PARKING LOT IN FRONT OF SITE, MITIGATION

FOR PARK 10% LS 13,633,332 1,363,333 8,000,000 800,000

140 PARKING AREAS 1,363,333 800,000

142 SIDEWALK UNDERGROUND STORAGE TANKS

BU Page 9



iow sto sto

1 BASF



(13.0 MGD) 4419 53,045,479 1033 42,601,444

2 B10S


Facility 616,000 4419 7,808,387 1033 6,140,351







TOTAL 86,982,178 74,252,781

143 SUST Sidewalk Underground Storage Tanks 59 EA 66,000 3,894,000 66,000 3,894,000

144 SUST Curb bump-outs 2 EA 78,000 156,000 78,000 156,000

145 SIDEWALK UNDERGROUND STORAGE TANKS 4,050,000 4,050,000

146

147 SOIL DISPOSAL

148 BASF DISPOSAL OF HAZARDOUS SOIL (10%) 11,046 T 200 2,209,200 200 2,209,200

149 BASF DISPOSAL OF NON-HAZARDOUS SOIL (90%) 73,266 T 60 4,395,960 60 4,395,960

150 B10S DISPOSAL OF HAZARDOUS SOIL (10%) 1,212 T 200 242,400 200 242,400

151 B10S DISPOSAL OF NON-HAZARDOUS SOIL (90%) 6,389 T 60 383,340 60 383,340

152 CLIN DISPOSAL OF HAZARDOUS SOIL (10%) 203 T 200 40,600 200 40,600

153 CLIN DISPOSAL OF NON-HAZARDOUS SOIL (90%) 1,823 T 60 109,380 60 109,380

154 NJTS DISPOSAL OF HAZARDOUS SOIL (10%) 3,575 T 200 715,000 200 715,000

155 NJTS DISPOSAL OF NON-HAZARDOUS SOIL (90%) 23,484 T 60 1,409,040 60 1,409,040

156 SOIL DISPOSAL 9,504,920 9,504,920

157

158 SITE IMPROVEMENTS

159 BASF CONSTRUCTION DRIVEWAY (PUMP STATION) 200 T 150 30,000 150 30,000

160 B10S CONSTRUCTION DRIVEWAY 75 T 150 11,250 150 11,250

161 CLIN CONSTRUCTION DRIVEWAY (PUMP STATION) 10 T 150 1,500 150 1,500

162 NJTS CONSTRUCTION DRIVEWAY 100 T 150 15,000 150 15,000

163 BASF CONCRETE SIDEWALK, 6" THICK 5,225 SY 100 522,500 100 522,500

164 B10S CONCRETE SIDEWALK, 6" THICK 915 SY 100 91,500 100 91,500

165 CLIN CONCRETE SIDEWALK, 6" THICK 9 SY 100 900 100 900

166 NJTS CONCRETE SIDEWALK, 6" THICK 2,577 SY 100 257,700 100 257,700

167 BASF 9" X 18" CONCRETE VERTICAL CURB 9,405 LF 50 470,250 50 470,250

168 B10S 9" X 18" CONCRETE VERTICAL CURB 1,647 LF 50 82,350 50 82,350

169 CLIN 9" X 18" CONCRETE VERTICAL CURB 16 LF 50 800 50 800

BU Page 10



iow sto sto

1 BASF



(13.0 MGD) 4419 53,045,479 1033 42,601,444

2 B10S


Facility 616,000 4419 7,808,387 1033 6,140,351







TOTAL 86,982,178 74,252,781

170 NJTS 9" X 18" CONCRETE VERTICAL CURB 4,637 LF 50 231,850 50 231,850

171 BASF CHAIN LINK FENCE, 8' HIGH 1,840 LF 75 138,000 75 138,000

172 B10S CHAIN LINK FENCE, 8' HIGH 796 LF 75 59,700 75 59,700

173 NJTS CHAIN LINK FENCE, 8' HIGH 652 LF 75 48,900 75 48,900

174 SITE IMPROVEMENTS 1,962,200 1,962,200

175

176 SHEETING

177 BASF SHEETING FOR PUMP STATION 2,907 SF 65 188,942 65 188,942

178 B10S SHEETING FOR PUMP STATION 10,680 SF 65 694,200 65 694,200

179 CLIN PUMP STATION SHEETING (30x30x11-SITE) 2,280 SF 65 148,200 65 148,200

180 BASF SHEETING FOR UNDERGROUND DETENTION FACILITY28,728 SF 65 1,867,346 65 1,867,346

181 NJTS SHEETING FOR PUMP STATION 1,830 SF 65 118,950 65 118,950

182 NJTS SHEETING FOR UNDERGROUND DETENTION FACILITY28,500 SF 65 1,852,500 65 1,852,500

183 SHEETING 4,870,138 4,870,138

184

185 OUTLET CONTROL STRUCTURE

186 BASF OUTLET CONTROL STRUCTURE 2 U 15,000 30,000 15,000 30,000

187 B10S OUTLET CONTROL STRUCTURE 1 U 15,000 15,000 15,000 15,000

188 NJTS OUTLET CONTROL STRUCTURE 1 U 15,000 15,000 15,000 15,000

189 OUTLET CONTROL STRUCTURE 60,000 60,000

190

191 PIPE JACKING

192 NJTS Pipe Jacking 80 LF 1,500 120,000 1,500 120,000

193 PIPE JACKING 120,000 120,000

194

195 DEWATERING

196 BASF DEWATERING 75 DAY 6,000 450,000 6,000 450,000

BU Page 11



iow sto sto

1 BASF



(13.0 MGD) 4419 53,045,479 1033 42,601,444

2 B10S


Facility 616,000 4419 7,808,387 1033 6,140,351







TOTAL 86,982,178 74,252,781

197 B10S DEWATERING 75 DAY 6,000 450,000 6,000 450,000

198 CLIN DEWATERING 10 DAY 6,000 60,000 6,000 60,000

199 NJTS DEWATERING 75 DAY 6,000 450,000 6,000 450,000

200 DEWATERING 1,410,000 1,410,000

201

202 MAINTENANCE OF TRAFFIC

203 BASF MAINTENANCE OF TRAFFIC 7% DAY 44,576,033 3,120,322 22,288,017 1,560,161

204 B10S MAINTENANCE OF TRAFFIC 7% DAY 6,561,670 459,317 3,280,835 229,658

205 CLIN MAINTENANCE OF TRAFFIC 7% DAY 2,423,640 169,655 1,211,820 84,827

206 NJTS MAINTENANCE OF TRAFFIC 7% DAY 13,108,025 917,562 6,554,013 458,781

207 MAINTENANCE OF TRAFFIC 4,666,856 2,333,427

208

209 UTILITY RELOCATION

210 BASF UTILITY RELOCATION 12% DAY 44,576,033 5,349,124 22,288,017 2,674,562

211 B10S UTILITY RELOCATION 12% DAY 6,561,670 787,400 3,280,835 393,700

212 CLIN UTILITY RELOCATION 12% DAY 2,423,640 290,837 1,211,820 145,418

213 NJTS UTILITY RELOCATION 12% DAY 13,108,025 1,572,963 6,554,013 786,482

214 UTILITY RELOCATION 8,000,324 4,000,162

215

216 TOTAL DIVISION 02 EXISTING CONDITIONS 86,982,178 TOTAL 74,252,781

217

86,982,180 TRUE 86,982,180 TRUE TRUE

BU Page 12

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