Feasibility Report Appendices - The Official Web Site for ...
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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
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
CITY OF HOBOKEN 264.01 1 PERMANENT 8,817 WATERFRONT
CITY OF HOBOKEN 264.02 1 PERMANENT 7,953 WATERFRONT
CITY OF HOBOKEN 268.01 3 PERMANENT 14,089 WATERFRONT
CITY OF HOBOKEN 268.01 2 PERMANENT 12,160 WATERFRONT
CITY OF HOBOKEN 268.01 1 PERMANENT 6,824 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)
ALTERNATIVE 2 EASEMENTS
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
ALTERNATIVE 3 EASEMENTS
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
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
* COST: $ 125 MILLION
* 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
* COST: $ 30 MILLION
* 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
* COST: $ 30 MILLION
* 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
* COST: $ 2.5 MILLION
* AMENITIES: PLAYGROUND SPLASH ZONESTAGERUNNING LOOP
* NOTES:
* LOCATION: BOSTON, MA
* YEAR: 2009
* DESIGNER: SASAKI
* OWNER: MCCA
* AREA: 2.7 ACRES
* COST: $ 1.5 MILLION
* 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
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
REBUILD BY DESIGN - HUDSON RIVERPROJECT COST ESTIMATE FOR RESIST
ALTERNATIVE NO. 1 (OPTION 2) Low Estimate High Estimate
SUPERSTRUCTURE
Permanent Structure- Flood Walls and Others $42,600,000 $42,600,000
Gates and Flood Logs $33,000,000 $33,000,000
SUPERSTRUCTURE SUBTOTAL $75,600,000 $75,600,000
SUBSTRUCTUREPiling $41,600,000 $41,600,000Sheet Pile Cut off wall to prevent seepage $25,500,000 $38,000,000Site/Civil/Roadway $7,600,000 $7,600,000
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
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
UTILITIESWaterproof Utility Manholes $300,000 $600,000Relocation of utilities $15,000,000 $30,000,000
MPT (includes police directors) $5,800,000 $11,600,000UTILITIES SUBTOTAL $21,100,000 $42,200,000
ARCHITECTURALLandscape Treatments (Various Parks) $19,600,000 $19,600,000Architecture (Flood Walls and Gates) @ 20% of superstructure costs $15,120,000 $15,120,000
ARCHITECTURAL SUBTOTAL $34,720,000 $34,720,000
SUB-TOTAL $281,020,000 $317,420,000
Right of Way $20,000,000 $20,000,000
TOTAL CONSTRUCTION COSTS $301,020,000 $337,420,000
ENGINEERING COSTS (BASED UPON HIGH ESTIMATE, FULL ARCHITECTURAL)Program Management $16,054,500 $16,054,500Design Services (10%) $33,742,000 $33,742,000Additional Environmental Assessment and Permitting (2%) $6,748,400 $6,748,400Construction Management (8%) $26,993,600 $26,993,600TOTAL ENGINEERING COSTS $83,538,500 $83,538,500
TOTAL CONSTRUCTION & ENGINEERING COSTS $384,558,500 $420,958,500
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
FEASIBILITY/EIS COST $10,000,000 $10,000,000
Contingency $101,183,951 $111,571,585TOTAL ESTIMATED COSTS $545,165,565 $597,103,734
REBUILD BY DESIGN - HUDSON RIVERPROJECT COST ESTIMATE FOR RESIST
ALTERNATIVE NO. 2 (OPTION 1) Low Estimate High Estimate
SUPERSTRUCTURE
Permanent Structure- Flood Walls and Others $20,500,000 $20,500,000
Gates and Flood Logs $20,500,000 $20,500,000
SUPERSTRUCTURE SUBTOTAL $41,000,000 $41,000,000
SUBSTRUCTUREPiling $18,200,000 $22,750,000Sheet Pile Cut off wall to prevent seepage $15,700,000 $23,400,000Site/Civil/Roadway $2,000,000 $2,000,000
Inlets, Pipes to drain superstructure back to NHSA system $3,500,000 $3,500,000
Environmental Remediation $2,700,000 $2,700,000
Path Tubes $3,000,000 $5,000,000
De-Watering $800,000 $1,800,000
SUBSTRUCTURE SUBTOTAL $45,900,000 $61,150,000
UTILITIESWaterproof Utility Manholes $600,000 $600,000Relocation of utilities $9,000,000 $12,400,000
MPT (includes police directors) $3,000,000 $5,000,000UTILITIES SUBTOTAL $12,600,000 $18,000,000
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
ARCHITECTURAL SUBTOTAL $17,300,000 $17,300,000
SUB-TOTAL $116,800,000 $137,450,000Right of Way $3,000,000 $3,000,000
TOTAL CONSTRUCTION COSTS $119,800,000 $140,450,000
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
TOTAL CONSTRUCTION & ENGINEERING COSTS $163,944,500 $184,594,500
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
FEASIBILITY/EIS COST $10,000,000 $10,000,000
Contingency $44,410,602 $50,303,586TOTAL ESTIMATED COSTS $238,149,271 $267,614,194
REBUILD BY DESIGN - HUDSON RIVERPROJECT COST ESTIMATE FOR RESIST
ALTERNATIVE NO. 2 (OPTION 2) Low Estimate High Estimate
SUPERSTRUCTURE
Permanent Structure- Flood Walls and Others $19,600,000 $19,600,000
Gates and Flood Logs $25,500,000 $25,500,000
SUPERSTRUCTURE SUBTOTAL $45,100,000 $45,100,000
SUBSTRUCTUREPiling $19,000,000 $23,750,000Sheet Pile Cut off wall to prevent seepage $14,700,000 $21,900,000Site/Civil/Roadway $4,000,000 $4,000,000
Inlets, Pipes to drain superstructure back to NHSA system $3,600,000 $3,600,000
Environmental Remediation $2,700,000 $2,700,000
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
UTILITIESWaterproof Utility Manholes $600,000 $600,000Relocation of utilities $9,000,000 $13,000,000
MPT (includes police directors) $3,200,000 $5,000,000UTILITIES SUBTOTAL $12,800,000 $18,000,000
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
ARCHITECTURAL SUBTOTAL $18,120,000 $18,120,000
SUB-TOTAL $125,820,000 $142,870,000Right of Way $3,000,000 $3,000,000
TOTAL CONSTRUCTION COSTS $128,820,000 $145,870,000
ENGINEERING COSTS (BASED UPON HIGH ESTIMATE, FULL ARCHITECTURAL)Program Management $16,054,500 $16,054,500Design Services (10%) $14,587,000 $14,587,000Additional Environmental Assessment and Permitting (2%) $2,917,400 $2,917,400Construction Management (8%) $11,669,600 $11,669,600TOTAL ENGINEERING COSTS $45,228,500 $45,228,500
TOTAL CONSTRUCTION & ENGINEERING COSTS $174,048,500 $191,098,500
INFLATION3% PER ANNUM FOR 4.2 YEARS (JULY 2020) EXCLUDING DESIGN $20,291,835 $22,704,3793% PER ANNUM FOR 2 YEARS ON DESIGN COSTS $888,348 $888,348
FEASIBILITY/EIS COST $10,000,000 $10,000,000
Contingency $47,283,105 $52,148,741TOTAL ESTIMATED COSTS $252,511,788 $276,839,969
REBUILD BY DESIGN - HUDSON RIVERPROJECT COST ESTIMATE FOR RESIST
ALTERNATIVE NO. 3 (OPTION 1) Low Estimate High Estimate
SUPERSTRUCTURE
Permanent Structure- Flood Walls and Others $19,600,000 $19,600,000
Gates and Flood Logs $18,500,000 $18,500,000
SUPERSTRUCTURE SUBTOTAL $38,100,000 $38,100,000
SUBSTRUCTUREPiling $16,500,000 $20,200,000Sheet Pile Cut off wall to prevent seepage $16,100,000 $22,100,000Site/Civil/Roadway $1,500,000 $1,500,000
Inlets, Pipes to drain superstructure back to NHSA system $5,400,000 $5,400,000
Environmental Remediation $2,500,000 $2,500,000
Path Tubes $3,000,000 $5,000,000De-Watering $800,000 $1,800,000SUBSTRUCTURE SUBTOTAL $45,800,000 $58,500,000
UTILITIESWaterproof Utility Manholes $600,000 $600,000Relocation of utilities $9,000,000 $12,100,000
MPT (includes police directors) $3,000,000 $5,000,000UTILITIES SUBTOTAL $12,600,000 $17,700,000
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
ARCHITECTURAL SUBTOTAL $15,620,000 $15,620,000
SUB-TOTAL $112,120,000 $129,920,000Right of Way $2,000,000 $2,000,000
TOTAL CONSTRUCTION COSTS $114,120,000 $131,920,000
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
TOTAL CONSTRUCTION & ENGINEERING COSTS $156,558,500 $174,358,500
INFLATION3% PER ANNUM FOR 4.2 YEARS (JULY 2020) EXCLUDING DESIGN $18,014,421 $20,533,0893% PER ANNUM FOR 2 YEARS ON DESIGN COSTS $803,393 $803,393
FEASIBILITY/EIS COST $10,000,000 $10,000,000
Contingency $39,085,885 $44,165,552TOTAL ESTIMATED COSTS $224,462,199 $249,860,534
REBUILD BY DESIGN - HUDSON RIVERPROJECT COST ESTIMATE FOR RESIST
ALTERNATIVE NO. 3 (OPTION 2) Low Estimate High Estimate
SUPERSTRUCTURE
Permanent Structure- Flood Walls and Others $18,800,000 $18,800,000
Gates and Flood Logs $21,900,000 $21,900,000
SUPERSTRUCTURE SUBTOTAL $40,700,000 $40,700,000
SUBSTRUCTUREPiling $17,100,000 $22,500,000Sheet Pile Cut off wall to prevent seepage $15,100,000 $22,500,000Site/Civil/Roadway $3,600,000 $3,600,000
Inlets, Pipes to drain superstructure back to NHSA system $6,000,000 $6,000,000
Environmental Remediation $2,500,000 $2,500,000
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
UTILITIESWaterproof Utility Manholes $600,000 $600,000Relocation of utilities $9,000,000 $12,500,000
MPT (includes police directors) $3,000,000 $5,000,000UTILITIES SUBTOTAL $12,600,000 $18,100,000
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
ARCHITECTURAL SUBTOTAL $16,140,000 $16,140,000
SUB-TOTAL $119,540,000 $140,840,000Right of Way $2,000,000 $2,000,000
TOTAL CONSTRUCTION COSTS $121,540,000 $142,840,000
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
TOTAL CONSTRUCTION & ENGINEERING COSTS $166,162,500 $187,462,500
INFLATION3% PER ANNUM FOR 4.2 YEARS (JULY 2020) EXCLUDING DESIGN $19,218,854 $22,232,7663% PER ANNUM FOR 2 YEARS ON DESIGN COSTS $869,896 $869,896
FEASIBILITY/EIS COST $10,000,000 $10,000,000
Contingency $41,804,619 $47,883,097TOTAL ESTIMATED COSTS $238,055,868 $268,448,258
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
19 BASF 18" REINFORCED CONCRETE PIPE 2,767 LF 90 249,030 112.50 311,288
20 BASF 24" REINFORCED CONCRETE PIPE 3,360 LF 100 336,000 125.00 420,000
21 BASF 30" REINFORCED CONCRETE PIPE 4,173 LF 120 500,760 150.00 625,950
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
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
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
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
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
EXCAVATION & BACKFILL NOT INCLUDED IN
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
FINISHES, STAINING, COATINGS, SEALANTS,
GROUT 2% LS 570,000 11,400 570,000 11,400
59 B10S
CRANE RENTAL, WATERPROOFING
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
EXCAVATION & BACKFILL NOT INCLUDED IN
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
FINISHES, STAINING, COATINGS, SEALANTS,
GROUT 2% LS 2,147,900 42,958 2,147,900 42,958
64 NJTS
CRANE RENTAL, WATERPROOFING
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
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
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
83 BASF O-3 TWO VORTECHS 16000 IN PARALLEL 1 LS 95,000 95,000 95,000 95,000
84 BASF O-4 TWO VORTECHS 16000 IN PARALLEL 1 LS 95,000 95,000 95,000 95,000
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
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
92 NJTS O-9 Vortechs 16000 1 LS 47,500 47,500 47,500 47,500
93 NJTS O-10 Vortechs 11000 1 LS 34,000 34,000 34,000 34,000
94 NJTS O-11 Vortechs 9000 1 LS 29,500 29,500 29,500 29,500
95 NJTS O-12 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
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
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
PARK ABOVE UNDERGROUND DETENTION
SYSTEM 0.75 ACRE 3,408,333 2,556,250 2,000,000 1,500,000
172 NJTS
PARK ABOVE UNDERGROUND DETENTION
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
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
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
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
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
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
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