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Monmouth County Purchasing Division
F-95-2021
REPLACEMENT OF BRIDGE HL-45 OVER MINGAMAHONE BROOK AND BRIDGE HL-46 OVER LONG SWAMP BROOK ON CR 524 (ALLAIRE ROAD), IN THE TOWNSHIP OF HOWELL, MONMOUTH COUNTY, NEW JERSEY
Awarded:
11/8/2021
| Number | Item Description | Unit | Qty | Unit Price | Total |
|---|---|---|---|---|---|
|
DIACO CONTRACTING, INC. T/A GRADE CONSTRUCTION
(Total Awarded: $10,400,231.82)
973-925-4021 |
|||||
| 1 | PERFORMANCE BOND AND PAYMENT BOND | DOLLAR | 40000 | $1.00 | $40,000.00 |
| 2 | POLLUTION LIABILITY INSURANCE | LS | 1 | $5,249.77 | $5,249.77 |
| 3 | PROGRESS SCHEDULE | LS | 1 | $4,199.82 | $4,199.82 |
| 4 | PROGRESS SCHEDULE UPDATE | UNIT(S) | 1 | $2,309.90 | $2,309.90 |
| 5 | MOBILIZATION | LS | 1 | $519,103.63 | $519,103.63 |
| 6 | CONSTRUCTION LAYOUT | DOLLAR | 6500 | $1.00 | $6,500.00 |
| 7 | HEAVY-DUTY SILT FENCE, ORANGE | LN.FT | 1485 | $4.49 | $6,667.65 |
| 8 | INLET FILTER, TYPE 1 | SQ.FT | 80 | $23.54 | $1,883.20 |
| 9 | FLOATING TURBIDITY BARRIER, TYPE 2 | LN.FT | 270 | $23.15 | $6,250.50 |
| 10 | DEWATERING BASIN | UNIT(S) | 1 | $2,563.26 | $2,563.26 |
| 11 | SEDIMENT CONTROL BAG | SQ.FT | 50 | $27.81 | $1,390.50 |
| 12 | CONCRETE WASHOUT SYSTEM | LS | 1 | $2,550.45 | $2,550.45 |
| 13 | OIL ONLY EMERGENCY SPILL KIT, TYPE 1 | UNIT(S) | 1 | $1,049.95 | $1,049.95 |
| 14 | EROSION CONTROL SEDIMENT REMOVAL | CU.YD(S) | 250 | $46.85 | $11,712.50 |
| 15 | BREAKAWAY BARRICADE | UNIT(S) | 30 | $1.05 | $31.50 |
| 16 | DRUM | UNIT(S) | 148 | $1.05 | $155.40 |
| 17 | TRAFFIC CONE | UNIT(S) | 200 | $1.05 | $210.00 |
| 18 | CONSTRUCTION SIGNS | SQ.FT | 700 | $12.59 | $8,813.00 |
| 19 | CONSTRUCTION BARRIER CURB | LN.FT | 1420 | $72.13 | $102,424.60 |
| 20 | PORTABLE VARIABLE MESSAGE SIGN | UNIT(S) | 2 | $10,079.57 | $20,159.14 |
| 21 | TEMPORARY CRASH CUSHION, INERTIAL BARRIER SYSTEM, 10 MODULES | UNIT(S) | 4 | $5,610.24 | $22,440.96 |
| 22 | TRAFFIC CONTROL TRUCK WITH MOUNTED CRASH CUSHION | UNIT(S) | 1 | $3,359.86 | $3,359.86 |
| 23 | TEMPORARY PAVEMENT MARKERS | UNIT(S) | 300 | $5.30 | $1,590.00 |
| 24 | TRAFFIC DIRECTOR, FLAGGER | HOUR(S) | 406 | $76.73 | $31,152.38 |
| 25 | TRAFFIC STRIPES, LATEX 4" | LN.FT | 27500 | $0.32 | $8,800.00 |
| 26 | TRAFFIC MARKING LINES, LATEX 24" | LN.FT | 40 | $1.89 | $75.60 |
| 27 | TEMPORARY TANGENT GUIDERAIL TERMINAL | UNIT(S) | 1 | $9,029.61 | $9,029.61 |
| 28 | MONMOUTH COUNTY PROJECT SIGN, 6'X4' | UNIT(S) | 2 | $682.47 | $1,364.94 |
| 29 | UNIFORM POLICE OFFICERS ALLOWANCE | DOLLAR | 50750 | $1.00 | $50,750.00 |
| 30 | FUEL PRICE ADJUSTMENT | DOLLAR | 5000 | $1.00 | $5,000.00 |
| 31 | ASPHALT PRICE ADJUSTMENT | DOLLAR | 7500 | $1.00 | $7,500.00 |
| 32 | CLEARING SITE | LS | 1 | $4,134.15 | $4,134.15 |
| 33 | EXCAVATION, TEST PIT | CU.YD(S) | 30 | $156.06 | $4,681.80 |
| 34 | EXCAVATION, UNCLASSIFIED | CU.YD(S) | 2970 | $26.07 | $77,427.90 |
| 35 | EXCAVATION, REGULATED MATERIAL (IF & WHERE DIRECTED) | CU.YD(S) | 300 | $18.05 | $5,415.00 |
| 36 | REMOVAL OF PAVEMENT | SQ.YD(S) | 4500 | $3.53 | $15,885.00 |
| 37 | DISPOSAL OF REGULATED MATERIAL (IF & WHERE DIRECTED) | TON(S) | 445 | $51.70 | $23,006.50 |
| 38 | I-14 SOIL AGGREGATE | CU.YD(S) | 220 | $83.01 | $18,262.20 |
| 39 |
DENSE-GRADED AGGREGATE BASE COURSE, 6" THICK QTY 912.228 CY @ $54.18/CY |
0 | $0.00 | $49,424.51 | |
| 40 | HMA MILLING, 3" OR LESS | SQ.YD(S) | 2911 | $9.98 | $29,051.78 |
| 41 | HMA MILLING, MORE THAN 3" TO 6" | SQ.YD(S) | 2200 | $12.60 | $27,720.00 |
| 42 | POLYMERIZED JOINT ADHESIVE | LN.FT | 2643 | $1.84 | $4,863.12 |
| 43 | TACK COAT | GAL(S) | 1068 | $5.25 | $5,607.00 |
| 44 | HOT MIX ASPHALT 9.5 M 64 SURFACE COURSE | TON(S) | 1359 | $115.50 | $156,964.50 |
| 45 | HOT MIX ASPHALT 19 M 64 BASE COURSE | TON(S) | 1961 | $115.50 | $226,495.50 |
| 46 | 15" REINFORCED CONCRETE PIPE | LN.FT | 490 | $53.56 | $26,244.40 |
| 47 | INLET,TYPE E | UNIT(S) | 4 | $2,899.02 | $11,596.08 |
| 48 | RIPRAP STONE SLOPE PROTECTION, 18" THICK (D50=6") | SQ.YD(S) | 278 | $31.25 | $8,687.50 |
| 49 | GROUTED RIPRAP STONE SLOPE PROTECTION, 18" THICK (D50=6") | SQ.YD(S) | 88 | $115.28 | $10,144.64 |
| 50 | CONCRETE SIDEWALK, REINFORCED, 6" THICK | SQ.YD(S) | 20 | $135.20 | $2,704.00 |
| 51 | HOT MIX ASPHALT DRIVEWAY, 6" THICK | SQ.YD(S) | 45 | $100.33 | $4,514.85 |
| 52 | 6" X 8" X 20" CONCRETE VERTICAL CURB | LN.FT | 365 | $28.16 | $10,278.40 |
| 53 | NONVEGETATIVE SURFACE, HOT MIX ASPHALT | SQ.YD(S) | 630 | $56.70 | $35,721.00 |
| 54 | BEAM GUIDE RAIL | LN.FT | 225 | $28.35 | $6,378.75 |
| 55 | TANGENT GUIDE RAIL TERMINAL | UNIT(S) | 2 | $4,724.80 | $9,449.60 |
| 56 | BEAM GUIDE RAIL ANCHORAGE | UNIT(S) | 3 | $2,624.89 | $7,874.67 |
| 57 | APPROACH GUIDE RAIL TRANSITION TL-3 | UNIT(S) | 7 | $6,089.74 | $42,628.18 |
| 58 | TRAFFIC MARKINGS LINES, 4" | LN.FT | 6000 | $0.79 | $4,740.00 |
| 59 | RPM, BI-DIRECTIONAL, AMBER LENS | UNIT(S) | 22 | $78.75 | $1,732.50 |
| 60 | REMOVAL OF TRAFFIC STRIPES | LN.FT | 20968 | $0.74 | $15,516.32 |
| 61 | CRASH CUSHION, COMPRESSIVE BARRIER, TYPE 4, WIDTH NARROW | UNIT(S) | 1 | $28,683.24 | $28,683.24 |
| 62 | REGULATORY AND WARNING SIGN | SQ.FT | 80 | $37.80 | $3,024.00 |
| 63 | RESET MANHOLE, SANITARY SEWER, USING EXISTING CASTING | UNIT(S) | 1 | $1,621.23 | $1,621.23 |
| 64 | 8" DIAMETER C900 FORCE MAIN PIPE | LN.FT | 540 | $115.24 | $62,229.60 |
| 65 | 6" DIAMETER C900 FORCE MAIN PIPE | LN.FT | 30 | $347.85 | $10,435.50 |
| 66 | BYPASS SYSTEM | LS | 1 | $35,112.22 | $35,112.22 |
| 67 | 8"X6" WET TAP AND VALVE | UNIT(S) | 1 | $5,631.96 | $5,631.96 |
| 68 | 8"X8" WET TAP AND VALVE | UNIT(S) | 1 | $6,796.36 | $6,796.36 |
| 69 | 8" INSERTION VALVE | UNIT(S) | 1 | $11,242.92 | $11,242.92 |
| 70 | 16" STEEL CASING PIPE | LN.FT | 170 | $1,420.60 | $241,502.00 |
| 71 | END SEALS | LS | 1 | $254.51 | $254.51 |
| 72 | CASING SPACES | LS | 1 | $3,134.73 | $3,134.73 |
| 73 | ELECTRICAL PULLBOX | UNIT(S) | 3 | $20,369.12 | $61,107.36 |
| 74 | ELECTRICAL CONDUIT, PVC, 5" DIA. | LN.FT | 1846 | $49.35 | $91,100.10 |
| 75 | ELECTRICAL CONDUIT, STEEL, 5" DIA. | LN.FT | 234 | $67.20 | $15,724.80 |
| 76 | TELEPHONE HANDHOLE | UNIT(S) | 2 | $5,617.26 | $11,234.52 |
| 77 | TELEPHONE CONDUIT, PVC, 4" DIA. | LN.FT | 1650 | $38.85 | $64,102.50 |
| 78 | TELEPHONE CONDUIT, FIBERGLASS, 4" DIA. | LN.FT | 234 | $64.05 | $14,987.70 |
| 79 | TELECOMMUNICATIONS MANHOLE | UNIT(S) | 1 | $5,207.78 | $5,207.78 |
| 80 | TELECOMMUNICATIONS CONDUIT, PVC, 4" DIA. | LN.FT | 3320 | $28.35 | $94,122.00 |
| 81 | TELECOMMUNICATIONS CONDUIT, FIBERGLASS, 4" DIA. | LN.FT | 468 | $69.30 | $32,432.40 |
| 82 | TEMPORARY TRAFFIC SIGNAL SYSTEM | LS | 1 | $16,799.28 | $16,799.28 |
| 83 | TOPSOIL SPREADING, 5" THICK | SQ.YD(S) | 895 | $5.25 | $4,698.75 |
| 84 | BORROW TOPSOIL | CU.YD(S) | 135 | $63.00 | $8,505.00 |
| 85 | FERTILIZING AND SEEDING, TYPE A-3 | SQ.YD(S) | 720 | $2.10 | $1,512.00 |
| 86 | FERTILIZING AND SEEDING, TYPE F | SQ.YD(S) | 175 | $2.10 | $367.50 |
| 87 | TOPSOIL STABILIZATION, TYPE 1 MAT | SQ.YD(S) | 175 | $6.25 | $1,093.75 |
| 88 | STRAW MULCHING | SQ.YD(S) | 720 | $1.57 | $1,130.40 |
| 89 | VIBRATION MOVEMENT MONITORING (BRIDGE HL-45) | LS | 1 | $15,224.35 | $15,224.35 |
| 90 | VIBRATION MOVEMENT MONITORING (BRIDGE HL-46) | LS | 1 | $15,224.35 | $15,224.35 |
| 91 | CLEARING SITE, BRIDGE HL-45 | LS | 1 | $133,330.55 | $133,330.55 |
| 92 | CLEARING SITE, BRIDGE HL-46 | LS | 1 | $45,598.08 | $45,598.08 |
| 93 | I-9 SOIL AGGREGATE | CU.YD(S) | 810 | $80.91 | $65,537.10 |
| 94 | SUBBASE | CU.YD(S) | 18 | $131.40 | $2,365.20 |
| 95 | TEMPORARY SHEETING | SQ.FT | 5000 | $0.01 | $50.00 |
| 96 | PERMANENT SHEETING | SQ.FT | 38100 | $44.63 | $1,700,403.00 |
| 97 | TEMPORARY COFFERDAM (BRIDGE HL-45) | LS | 1 | $397,407.91 | $397,407.91 |
| 98 | TEMPORARY COFFERDAM (BRIDGE HL-46) | LS | 1 | $278,238.03 | $278,238.03 |
| 99 | PERMANENT COFFERDAM (BRIDGE HL-45) | LS | 1 | $376,566.30 | $376,566.30 |
| 100 | PERMANENT COFFERDAM (BRIDGE HL-46) | LS | 1 | $352,784.83 | $352,784.83 |
| 101 | FURNISHING EQUIPMENT FOR DRIVING PILES | LS | 1 | $52,497.74 | $52,497.74 |
| 102 | TEST PILE, FURNISHED | LN.FT | 520 | $101.32 | $52,686.40 |
| 103 | TEST PILE, DRIVEN | LN.FT | 520 | $293.99 | $152,874.80 |
| 104 | DYNAMIC PILE LOAD TEST | EACH | 8 | $6,089.74 | $48,717.92 |
| 105 | CAST-IN-PLACE CONCRETE PILE, FURNISHED, 12.75" DIAMETER | LN.FT | 13320 | $98.70 | $1,314,684.00 |
| 106 | CAST-IN-PLACE CONCRETE PILE, DRIVEN, 12.75" DIAMETER | LN.FT | 12880 | $49.87 | $642,325.60 |
| 107 | REINFORCEMENT STEEL, GALVANIZED | LB(S) | 96100 | $2.14 | $205,654.00 |
| 108 | CONCRETE FOOTING | CU.YD(S) | 330 | $788.98 | $260,363.40 |
| 109 | CONCRETE WING WALL | CU.YD(S) | 103 | $1,368.04 | $140,908.12 |
| 110 | CONCRETE ABUTMENT WALL | CU.YD(S) | 160 | $1,142.49 | $182,798.40 |
| 111 | EPOXY WATERPROOFING | SQ.YD(S) | 30 | $69.27 | $2,078.10 |
| 112 | CONCRETE CAP | CU.YD(S) | 200 | $987.53 | $197,506.00 |
| 113 | CONCRETE PYLON | LN.FT | 96 | $739.53 | $70,994.88 |
| 114 | PRETENSIONED PRESTRESSED CONCRETE BEAM, 36" | LN.FT | 430 | $422.26 | $181,571.80 |
| 115 | PRECAST CONCRETE CULVERT | LN.FT | 48 | $5,057.48 | $242,759.04 |
| 116 | REINFORCED ELASTOMERIC BEARING ASSEMBLY | UNIT(S) | 14 | $2,275.69 | $31,859.66 |
| 117 | CONCRETE BRIDGE DECK, HPC | CU.YD(S) | 245 | $704.87 | $172,693.15 |
| 118 | CONCRETE BRIDGE SIDEWALK | CU.YD(S) | 28 | $1,447.23 | $40,522.44 |
| 119 | CONCRETE BRIDGE APPROACH | CU.YD(S) | 120 | $316.21 | $37,945.20 |
| 120 | STEEL 4 BAR BRIDGE RAILING | LN.FT | 1200 | $336.97 | $404,364.00 |
| 121 | BRIDGE IDENTIFICATION PLAQUE | UNIT(S) | 2 | $1,101.49 | $2,202.98 |
| 122 | 6" HIGH DENSITY POLYETHYLENE PIPE | LN.FT | 37 | $29.08 | $1,075.96 |
| 123 | SUBBASE OUTLET DRAIN | LN.FT | 79 | $22.78 | $1,799.62 |
| 124 | 8" PERFORATED HIGH DENSITY POLYETHYLENE PIPE | LN.FT | 291 | $39.13 | $11,386.83 |
- Posted By:
- Monmouth County Purchasing
- Hall of Records, 3rd Floor
- 1 East Main St.
- Freehold, NJ 07728
- Phone: (732) 431-7370
- Fax: (732) 431-7379
- On behalf of:
- Division of Engineering & Traffic Safety
- Hall of Records Annex
- 1 East Main Street
- Freehold, NJ 07728
Contact: DIVISION OF ENGINEERING 732-431-7760
Delivery Date: AS PER SPECIFICATIONS