CPSBIDFM-1 DEPARTMENT OF TRANSPORTATION PAGE 1 CONSTRUCTION SERVICES/PROCUREMENT DIVISION TRENTON, NEW JERSEY TABULATION OF BIDS AND UNIT PRICES REPLACEMENT OF LOCKE AVENUE BRIDGE OVER RACCOON CREEK ROUTE 671 - CONTRACT NO. GL0961024, IN THE BOROUGH OF SWEDESBORO AND TOWNSHIP OF WOOLWICH. COUNTY OF GLOUCESTER FEDERAL PROJECT NO. BRZ-1024(106) D.P. NO. 01139 BIDS RECEIVED OCTOBER 11, 2001 CONTRACT AWARD DATE NOVEMBER 13, 2001 BIDDERS TOTAL PRICE BID 1 . ROBERT T WINZINGER INC $ 4,825,585.00 1704 MARNE HIGHWAY HAINESPORT NJ08036 2 . RICHARD E PIERSON CONSTR CO INC $ 4,889,043.00 P O BOX 430 WOODSTOWN NJ08098 3 . MARBRO INC $ 4,991,117.00 127 PINE STREET MONTCLAIR NJ07042 4 . ROSANGELA CONTRACTING CO INC REJECTED P O BOX M CLIFFWOOD NJ07721 ITEM DESCRIPTION UNIT CONTRACT LOW BIDDER 2ND LOW BIDDER NO. QUANTITY UNIT PRICE DOLLAR AMT. UNIT PRICE DOLLAR AMT. 1 PERFORMANCE BOND AND PAYMENT BOND LS 1 35,000.00 35,000.00 34,000.00 34,000.00 2 FINAL CLEANUP LS 1 1,500.00 1,500.00 3,000.00 3,000.00 3 CONSTRUCTION LAYOUT LS 1 100,000.00 100,000.00 40,000.00 40,000.00 4 FIELD OFFICE TYPE B SET-UP U 1 4,550.00 4,550.00 23,000.00 23,000.00 5 FIELD OFFICE TYPE B MAINTENANCE MO 24 1,325.00 31,800.00 1,000.00 24,000.00 6 TELEPHONE SERVICE LS 1 7,000.00 7,000.00 7,000.00 7,000.00 7 FUEL PRICE ADJUSTMENT LS 1 1,800.00 1,800.00 1,800.00 1,800.00 8 OWNER'S AND CONTRACTOR'S PROTECTIVE LS 1 8,000.00 8,000.00 5,500.00 5,500.00 LIABILITY INSURANCE 9 TRAINEES HRS 2,000 1.00 2,000.00 1.00 2,000.00 10 PROGRESS SCHEDULE LS 1 7,500.00 7,500.00 5,000.00 5,000.00 11 MOBILIZATION LS 1 255,000.00 255,000.00 305,000.00 305,000.00 12 DEWATERING BASINS U 2 2,000.00 4,000.00 1,500.00 3,000.00 13 EARTH EXCAVATION FOR TEST PITS CM 4 100.00 400.00 150.00 600.00 14 DEMOLITION OF BUILDINGS (TOTAL FIGURE TO BE LS 1 11,500.00 11,500.00 8,000.00 8,000.00 DETERMINED FROM PROPOSAL SUPPLEMENT) 15 CLEARING SITE LS 1 307,500.00 307,500.00 185,000.00 185,000.00 16 REMOVAL OF ASBESTOS (TOTAL FIGURE TO BE LS 1 8,200.00 8,200.00 7,000.00 7,000.00 DETERMINED FROM PROPOSAL SUPPLEMENT) 17 ROADWAY EXCAVATION, UNCLASSIFIED CM 8,100 6.75 54,675.00 10.00 81,000.00 18 MILLING, 50 MM DEPTH SM 303 5.00 1,515.00 10.00 3,030.00 19 SAWCUTTING LM 25 8.00 200.00 15.00 375.00 20 POROUS FILL CM 371 55.00 20,405.00 50.00 18,550.00 21 VERTICAL WICK DRAINS LM 40,000 2.00 80,000.00 1.50 60,000.00 22 PORE PRESSURE MEASURING DEVICES, TYPE A U 3 2,400.00 7,200.00 3,500.00 10,500.00 23 PORE PRESSURE MEASURING DEVICES, TYPE B U 2 3,100.00 6,200.00 7,000.00 14,000.00 24 CONTROL STAKES U 6 500.00 3,000.00 500.00 3,000.00 25 SETTLEMENT PLATFORMS U 10 1,000.00 10,000.00 500.00 5,000.00 26 GEOGRID SM 8,038 14.25 114,541.50 8.25 66,313.50 27 INCLINOMETER GUIDE CASING LM 48 225.00 10,800.00 200.00 9,600.00 28 BORROW EXCAVATION, ZONE 1 CM 2,331 17.50 40,792.50 25.00 58,275.00 29 BORROW EXCAVATION, ZONE 3 CM 14,369 7.85 112,796.65 12.50 179,612.50 30 SUBBASE CM 413 45.00 18,585.00 38.00 15,694.00 31 HAYBALES U 30 8.50 255.00 25.00 750.00 32 HEAVY DUTY SILT FENCE LM 648 12.60 8,164.80 10.00 6,480.00 33 CONSTRUCTION DRIVEWAY MGR 132 17.75 2,343.00 30.00 3,960.00 34 INLET FILTERS U 5 100.00 500.00 85.00 425.00 35 FLOATING TURBIDITY BARRIER LM 209 25.00 5,225.00 90.00 18,810.00 36 ROADWAY EXCAVATION, TEMPORARY EROSION CONTROL CM 115 1.00 115.00 15.00 1,725.00 37 GEOTEXTILE SM 4,437 2.70 11,979.90 1.50 6,655.50 38 INCLINOMETER INSTRUMENTATION U 1 24,000.00 24,000.00 15,500.00 15,500.00 39 UNDERLAYER PREPARATION SM 298 3.00 894.00 3.50 1,043.00 40 DENSE GRADED AGGREGATE BASE COURSE, SM 2,630 5.55 14,596.50 5.25 13,807.50 150 MM THICK 41 BITUMINOUS-STABILIZED BASE COURSE, MIX I-2 MGR 710 42.00 29,820.00 40.00 28,400.00 42 MATERIALS FIELD LABORATORY SET-UP U 1 5,000.00 5,000.00 22,000.00 22,000.00 43 MATERIALS FIELD LABORATORY MAINTENANCE MO 24 1,000.00 24,000.00 800.00 19,200.00 44 CORE SAMPLES, BITUMINOUS U 5 100.00 500.00 85.00 425.00 45 BITUMINOUS CONCRETE SURFACE COURSE MIX I-4 HD MGR 399 49.00 19,551.00 41.00 16,359.00 46 TACK COAT L 1,246 1.25 1,557.50 2.00 2,492.00 47 NO ITEM U 0 .00 0.00 .00 0.00 48 PRIME COAT L 3,276 .01 32.76 .50 1,638.00 49 BRIDGE APPROACH SLABS, 450 MM THICK SM 136 210.00 28,560.00 175.00 23,800.00 50 BRIDGE APPROACH TRANSITION SLABS, SM 162 160.00 25,920.00 145.00 23,490.00 375 MM AVERAGE THICKNESS 51 WATER MAIN (ROADWAY) LM 312 28.00 8,736.00 75.00 23,400.00 52 375 MM CORRUGATED METAL CULVERT PIPE LM 13 95.70 1,244.10 95.00 1,235.00 53 750 MM CORRUGATED METAL CULVERT PIPE LM 30 146.70 4,401.00 130.00 3,900.00 54 900 MM REINFORCED CONCRETE CULVERT PIPE LM 30 185.00 5,550.00 160.00 4,800.00 55 375 MM REINFORCED CONCRETE CULVERT PIPE LM 80 88.00 7,040.00 75.00 6,000.00 56 900 MM REINFORCED CONCRETE END SECTIONS U 2 1,200.00 2,400.00 1,800.00 3,600.00 57 INLETS, TYPE B U 5 1,950.00 9,750.00 2,250.00 11,250.00 58 MANHOLES U 1 1,650.00 1,650.00 2,225.00 2,225.00 59 225 BY 400 MM CONCRETE VERTICAL CURB LM 229 55.00 12,595.00 39.00 8,931.00 60 CONCRETE SIDEWALK, 100 MM THICK SM 35 100.00 3,500.00 36.00 1,260.00 61 BITUMINOUS CONCRETE DRIVEWAY, 150 MM THICK SM 57 32.00 1,824.00 55.00 3,135.00 62 BITUMINOUS CONCRETE DRIVEWAY, VARIABLE SM 139 36.00 5,004.00 50.00 6,950.00 THICKNESS 63 CONCRETE DRIVEWAY, 150 MM THICK SM 9 49.00 441.00 40.00 360.00 64 CONCRETE HEADWALLS CM 3 350.00 1,050.00 700.00 2,100.00 65 REMOVAL OF GUIDE RAIL LM 24 7.00 168.00 11.00 264.00 66 BEAM GUIDE RAIL LM 290 55.00 15,950.00 50.00 14,500.00 67 SLOTTED GUIDE RAIL TERMINALS U 2 2,310.00 4,620.00 2,200.00 4,400.00 68 BEAM GUIDE RAIL ANCHORAGES U 2 675.00 1,350.00 650.00 1,300.00 69 GATES, CHAIN-LINK FENCE, 6.0 M WIDE, U 1 900.00 900.00 865.00 865.00 DOUBLE LEAF 70 SNOW FENCE, PLASTIC LM 363 4.85 1,760.55 9.00 3,267.00 71 TEMPORARY CHAIN-LINK FENCE, 1.8 M HIGH LM 84 80.00 6,720.00 51.00 4,284.00 72 CHAIN-LINK FENCE, 1.8 M HIGH WITH BARBED WIRE LM 85 83.00 7,055.00 75.00 6,375.00 73 TRAFFIC DIRECTORS, FLAGGERS HRS 144 5.00 720.00 45.00 6,480.00 74 CONSTRUCTION SIGNS SM 37 125.00 4,625.00 115.00 4,255.00 75 DRUMS U 10 75.00 750.00 75.00 750.00 76 BREAKAWAY BARRICADES U 16 115.00 1,840.00 130.00 2,080.00 77 TRAFFIC CONES U 25 28.00 700.00 18.00 450.00 78 PRECAST CONCRETE CURB, CONSTRUCTION BARRIER, LM 18 50.00 900.00 95.00 1,710.00 TYPE 4 79 VARIABLE MESSAGE SIGNS U 2 9,000.00 18,000.00 7,500.00 15,000.00 80 TRAFFIC STRIPES, LONG LIFE, EPOXY RESIN LM 1,130 1.40 1,582.00 1.50 1,695.00 81 TRAFFIC MARKINGS, LINES, LONG LIFE, LM 30 11.00 330.00 11.00 330.00 THERMOPLASTIC 82 SIGNS SM 2 350.00 700.00 340.00 680.00 83 RESET WATER VALVE BOXES U 1 50.00 50.00 150.00 150.00 84 RELOCATE FIRE HYDRANT ASSEMBLIES U 1 2,500.00 2,500.00 1,400.00 1,400.00 85 BORROW TOPSOIL CM 617 22.00 13,574.00 20.50 12,648.50 86 TOPSOIL STABILIZATION MATTING SM 3,501 2.50 8,752.50 2.60 9,102.60 87 TOPSOILING, 100 MM THICK SM 4,295 2.00 8,590.00 1.90 8,160.50 88 FERTILIZING AND SEEDING, TYPE A-3 SM 4,295 .55 2,362.25 .45 1,932.75 89 FERTILIZING AND SEEDING, TYPE F SM 458 .10 45.80 .60 274.80 90 WOOD MULCHING SM 561 5.00 2,805.00 4.30 2,412.30 91 STRAW MULCHING SM 4,753 .55 2,614.15 .45 2,138.85 92 ACER RUBRUM "RED SUNSET", B&B, 80 TO 90 MM U 10 490.00 4,900.00 460.00 4,600.00 CALIPER, 4.2 TO 4.8 M HIGH 93 LIQUIDAMBAR STYRACIFLUA, B&B, 80 TO 90 MM U 14 545.00 7,630.00 500.00 7,000.00 CALIPER, 3.9 TO 4.5 M HIGH 94 PLATANUS ACERIFOLIA 'BLOODGOOD', B&B, U 21 545.00 11,445.00 500.00 10,500.00 80 TO 90 MM CALIPER, 4.2 TO 4.8 M HIGH 95 QUERCUS PHELLOS, B&B, 50 TO 60 MM CALIPER, U 5 290.00 1,450.00 285.00 1,425.00 3.6 TO 4.2 M HIGH 96 BETULA POPULIFOLIA CLUMP, B&B, U 7 235.00 1,645.00 230.00 1,610.00 3.0 TO 3.6 M HIGH 97 JUNIPERUS VIRGINIANA, B&B, 1.5 TO 1.8 M HIGH U 51 100.00 5,100.00 92.00 4,692.00 98 AMELANCHIER CANADENSIS, B&B, U 34 145.00 4,930.00 135.00 4,590.00 1.5 TO 1.8 M HIGH 99 PRUNUS SERRULATA 'KWANZAN', B&B, 40 TO 45 MM U 3 170.00 510.00 170.00 510.00 CALIPER, 1.8 TO 2.0 M HIGH 100 CORNUS AMOMUM, BR, 0.9 TO 1.25 M HIGH U 21 17.00 357.00 17.00 357.00 101 FORSYTHIA INTERMEDIA "SPECTABILIS", BR, U 150 13.00 1,950.00 13.00 1,950.00 0.9 TO 1.25 M HIGH 102 ILEX VERTICILLATA, B&B, 0.6 TO 0.9 M HIGH U 31 17.00 527.00 17.00 527.00 103 MYRICA PENSYLVANICA, B&B, 0.5 TO 0.6 M HIGH U 20 17.00 340.00 17.00 340.00 104 VACCINIUM CORYMBOSUM, B&B, 0.5 TO 0.6 M HIGH U 48 17.00 816.00 17.00 816.00 105 VIBURNUM DENTATUM, BR, 0.9 TO 1.25 M HIGH U 174 19.00 3,306.00 18.00 3,132.00 106 VIBURNUM PRUNIFOLIUM, B&B, 0.6 TO 0.9 M HIGH U 27 39.00 1,053.00 39.00 1,053.00 107 VIBURNUM TOMENTOSUM 'MARESI', BR, 0.9-1.25M U 39 24.00 936.00 24.00 936.00 HIGH 108 VIBURNUM TRILOBUM, BR, 0.9 TO 1.25 M HIGH U 30 17.00 510.00 17.00 510.00 109 TOPSOIL CM 102 33.50 3,417.00 26.00 2,652.00 110 WATERING CM 56 66.00 3,696.00 60.00 3,360.00 111 NONVEGETATIVE SURFACE, BITUMINOUS CONCRETE SM 454 26.00 11,804.00 23.00 10,442.00 112 RUB RAIL LM 15 25.00 375.00 24.00 360.00 113 RIPRAP STONE SLOPE PROTECTION, 600 MM THICK SM 5 84.50 422.50 42.00 210.00 (D50=300 MM) 114 NO ITEM U 0 .00 0.00 .00 0.00 115 NO ITEM U 0 .00 0.00 .00 0.00 116 FLEXIBLE DELINEATORS, GUIDE RAIL MOUNTED U 26 40.00 1,040.00 28.00 728.00 117 NO ITEM U 0 .00 0.00 .00 0.00 118 NO ITEM U 0 .00 0.00 .00 0.00 119 QUERCUS PALUSTRIS, B&B, 50 TO 60 MM CALIPER, U 6 290.00 1,740.00 280.00 1,680.00 3.6 TO 4.2 M HIGH 120 NUPHAR ADVENA, BR, SEEDLING U 9,664 2.50 24,160.00 2.30 22,227.20 121 NO ITEM U 0 .00 0.00 .00 0.00 122 ACER RUBRUM, B&B, 50 TO 60 MM CALIPER, U 7 230.00 1,610.00 220.00 1,540.00 3.6 TO 4.2 M HIGH 123 SAMPLING AND TESTING SOIL OR WATER U 5 2,000.00 10,000.00 750.00 3,750.00 124 LIQUIDAMBAR STYRACIFLUA, B&B, 50 TO 60 MM U 6 245.00 1,470.00 240.00 1,440.00 CALIPER, 3.0 TO 3.6 M HIGH 125 FRAXINUS PENNSYLVANICA, B&B, 40 TO 45 MM U 6 140.00 840.00 140.00 840.00 CALIPER, 3.0 TO 3.6 M HIGH 126 CORNUS STOLONIFERA, BR, 0.6 TO 0.9 M HIGH U 15 12.25 183.75 12.00 180.00 127 SPARTINA ALTERNIFLORA, BR SEEDLING OR U 1,388 1.80 2,498.40 1.75 2,429.00 45 MM PEAT POT 128 AMELANCHIER CANADENSIS, B&B, U 15 82.50 1,237.50 80.00 1,200.00 1.25 TO 1.5 M HIGH 129 ARONIA ARBUTIFOLIA, BR, 0.6 TO 0.9 M HIGH U 15 16.00 240.00 16.00 240.00 130 PIPE BEDDING, CLASS B CM 20 5.00 100.00 60.00 1,200.00 131 CHANNEL EXCAVATION, UNCLASSIFIED CM 821 10.00 8,210.00 17.00 13,957.00 132 NO ITEM U 0 .00 0.00 .00 0.00 133 NO ITEM U 0 .00 0.00 .00 0.00 134 NO ITEM U 0 .00 0.00 .00 0.00 135 NO ITEM U 0 .00 0.00 .00 0.00 136 NO ITEM U 0 .00 0.00 .00 0.00 137 NO ITEM U 0 .00 0.00 .00 0.00 138 NO ITEM U 0 .00 0.00 .00 0.00 139 NO ITEM U 0 .00 0.00 .00 0.00 BRIDGE ITEMS, BRIDGE NO. 0805D04, 140 TEMPORARY SHIELDING LS 1 35,000.00 35,000.00 10,500.00 10,500.00 141 CLEARING SITE, BRIDGE LS 1 212,390.69 212,390.69 345,390.00 345,390.00 142 FOUNDATION EXCAVATION CM 3,031 35.00 106,085.00 60.00 181,860.00 143 COFFERDAMS (SOUTH ABUTMENT) LS 1 134,000.00 134,000.00 131,000.00 131,000.00 144 COFFERDAMS (PIER) LS 1 165,700.00 165,700.00 262,500.00 262,500.00 145 COFFERDAMS (NORTH ABUTMENT) LS 1 162,600.00 162,600.00 145,000.00 145,000.00 146 CONCRETE IN SUBSTRUCTURES, ABUTMENT WALLS CM 118 680.00 80,240.00 930.00 109,740.00 147 CONCRETE IN SUPERSTRUCTURE, DECK SLABS CM 220 800.00 176,000.00 950.00 209,000.00 148 CONCRETE IN STRUCTURES, FOOTINGS CM 446 500.00 223,000.00 300.00 133,800.00 149 CONCRETE SEAL IN COFFERDAMS CM 1,145 310.00 354,950.00 139.00 159,155.00 150 REINFORCEMENT STEEL IN STRUCTURES KG 29,944 1.55 46,413.20 1.40 41,921.60 151 SAWCUT GROOVED DECK SURFACE SM 490 4.05 1,984.50 4.00 1,960.00 152 CONCRETE IN SUPERSTRUCTURE, SIDEWALKS CM 14 600.00 8,400.00 350.00 4,900.00 153 STRIP SEAL EXPANSION DAM LM 23 1,172.00 26,956.00 780.00 17,940.00 154 CONCRETE IN STRUCTURES, RETAINING WALLS CM 131 730.00 95,630.00 810.00 106,110.00 155 EPOXY WATERPROOFING SEAL COAT SM 53 60.00 3,180.00 120.00 6,360.00 156 CONCRETE IN SUBSTRUCTURES, PIER SHAFTS CM 152 800.00 121,600.00 795.00 120,840.00 157 CONCRETE IN SUPERSTRUCTURES, PARAPETS, 865 MM LM 80 325.00 26,000.00 310.00 24,800.00 HIGH 158 CONCRETE IN SUPERSTRUCTURES, PARAPETS, 815 MM LM 80 300.00 24,000.00 300.00 24,000.00 HIGH 159 REINFORCED STEEL IN STRUCTURES, GALVANIZED KG 75,577 2.00 151,154.00 1.70 128,480.90 160 PRETENSIONED PRESTRESSED CONCRETE BEAMS, LM 290 865.00 250,850.00 790.00 229,100.00 1 575 MM 161 STRUCTURAL STEEL LS 1 24,000.00 24,000.00 18,000.00 18,000.00 162 STEEL REINFORCED ELASTOMERIC BEARING PADS U 20 750.00 15,000.00 790.00 15,800.00 163 TEST PILES, DRIVEN LM 95 40.00 3,800.00 139.00 13,205.00 164 TEST PILES, FURNISHED LM 95 50.00 4,750.00 41.00 3,895.00 165 FURNISHING EQUIPMENT FOR DRIVING PILES LS 1 151,000.00 151,000.00 3,500.00 3,500.00 166 PILE LOAD TEST (DYNAMIC) U 6 5,000.00 30,000.00 1,080.00 6,480.00 167 STEEL H-PILES, DRIVEN, HP 310 MM BY 79 KG/M LM 2,308 22.00 50,776.00 77.00 177,716.00 168 STEEL H-PILES, FURNISHED, HP 310 MM LM 2,308 37.00 85,396.00 36.00 83,088.00 BY 79 KG/M 169 STEEL H-PILES, DRIVEN, HP 360 MM BY 108 KG/M LM 1,304 22.00 28,688.00 74.50 97,148.00 170 STEEL H-PILES, FURNISHED, HP 360 MM LM 1,304 50.00 65,200.00 46.50 60,636.00 BY 108 KG/M 171 FENDER BUMPER - NOSE U 2 4,080.00 8,160.00 5,000.00 10,000.00 172 FENDER BUMPER - SIDE U 11 2,925.00 32,175.00 4,000.00 44,000.00 173 CHAIN-LINK FENCE, ALUMINUM-COATED STEEL, LM 59 250.00 14,750.00 225.00 13,275.00 BRIDGE, 1.9 M HIGH, CURVED TOP 174 CHAIN-LINK FENCE, ALUMINUM-COATED STEEL, LM 59 210.00 12,390.00 190.00 11,210.00 BRIDGE, 1.9M HIGH 175 TELEPHONE CONDUITS LM 125 75.00 9,375.00 50.00 6,250.00 176 300 MM WATER MAINS LM 66 275.00 18,150.00 175.00 11,550.00 177 TEMPORARY STRUCTURE, UTILITY LS 1 22,000.00 22,000.00 77,000.00 77,000.00 178 TEMPORARY SHEETING SM 264 163.00 43,032.00 295.00 77,880.00 179 GRANITE MASONRY SM 72 326.00 23,472.00 1,000.00 72,000.00 180 200 MM STEEL ALLOY PIPE LM 4 450.00 1,800.00 350.00 1,400.00 181 SCUPPERS U 2 2,585.00 5,170.00 950.00 1,900.00 182 200 MM CORRUGATED STEEL UNDERDRAIN PIPE LM 47 82.00 3,854.00 60.00 2,820.00 183 300 MM CORRUGATED STEEL CULVERT PIPE LM 16 90.00 1,440.00 68.00 1,088.00 SUMMARY OF AMOUNTS ROAD ITEMS $ 1,765,073.61 $ 1,684,844.50 BRIDGE ITEMS $ 3,060,511.39 $ 3,204,198.50 SUB-TOTAL AMOUNTS FOR BRIDGE WORK BRIDGE ITEMS, BRIDGE NO. 0805D04, $ 3,060,511.39 $ 3,204,198.50 AGREE AGREE (HEADER) LOW BID =$ 4,825,585.00 (HEADER) 2ND LOW BID =$ 4,889,043.00 COMPUTED LOW BID =$ 4,825,585.00 COMPUTED 2ND LOW BID =$ 4,889,043.00 COMPUTED LOW BID =$ 4,825,585.00 COMPUTED 2ND LOW BID =$ 4,889,043.00