CPSBIDFM-1 DEPARTMENT OF TRANSPORTATION PAGE 1 CONSTRUCTION SERVICES/PROCUREMENT DIVISION TRENTON, NEW JERSEY TABULATION OF BIDS AND UNIT PRICES ROUTE 57 CONTRACT NO. 002960437 REPLACEMENT OF ROUTE 57 BRIDGE OVER MERRILL CREEK GREENWICH TOWNSHIP WARREN COUNTY FEDERAL PROJECT NUMBER BRF-0044(106) D.P. NO. 06146 BIDS RECEIVED DECEMBER 12, 2006 CONTRACT AWARD DATE JANUARY 18, 2007 BIDDERS TOTAL PRICE BID 1 . PERRELLO INC $ 2,976,937.05 P O BOX 865 JEFFERSON NJ07849 2 . H & G CONTR INC $ 3,585,578.66 501 DARBY COURT RIDGEWOOD NJ07450 3 . FERREIRA CONSTRUCTION CO INC $ 3,935,461.00 31 TANNERY ROAD BRANCHBURG NJ08876 4 . IEW CONSTR GP $ 4,089,548.80 7111 RIVERVIEW AVE. BRISTOL PA08512 5 . RENCOR INC $ 4,145,672.20 24 TANNERY ROAD SUITE 1B SOMERVILLE NJ08870 6 . MERCO INC T/A MERCO INC OF NJ $ 4,271,789.73 L4251 TBD XX99999 7 . KYLE CONTI CONSTRUCTION LLC $ 4,334,334.00 1110 HAMILTON BLVD SOUTH PLAINFIELD NJ07080 8 . BEAVER CONCRETE CONSTR CO INC $ 4,748,590.60 1 BETHANY ROAD HAZLET NJ07730 9 . CRUZ CONTRACTORS LLC REJECTED 952 HOLMDEL ROAD HOLMDEL NJ07733 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 29,000.00 29,000.00 20,000.00 20,000.00 2 FINAL CLEANUP LS 1 4,000.00 4,000.00 5,000.00 5,000.00 3 CONSTRUCTION LAYOUT LS 1 35,000.00 35,000.00 45,000.00 45,000.00 4 FIELD OFFICE TYPE B SET-UP U 1 25,000.00 25,000.00 10,000.00 10,000.00 5 FIELD OFFICE TYPE B MAINTENANCE MO 25 1,650.00 41,250.00 1,300.00 32,500.00 6 TELEPHONE SERVICE LS 1 6,250.00 6,250.00 6,250.00 6,250.00 7 FUEL PRICE ADJUSTMENT LS 1 3,800.00 3,800.00 3,800.00 3,800.00 8 OWNER'S AND CONTRACTOR'S PROTECTIVE LS 1 8,000.00 8,000.00 12,000.00 12,000.00 LIABILITY INSURANCE 9 PROGRESS SCHEDULE LS 1 10,000.00 10,000.00 100.00 100.00 10 MOBILIZATION LS 1 300,000.00 300,000.00 340,000.00 340,000.00 11 NO ITEM U 0 .00 0.00 .00 0.00 12 NO ITEM U 0 .00 0.00 .00 0.00 13 CLEARING SITE LS 1 30,000.00 30,000.00 30,000.00 30,000.00 14 STRIPPING HA 1 3,000.00 3,000.00 500.00 500.00 15 ROADWAY EXCAVATION, UNCLASSIFIED CM 747 45.00 33,615.00 10.00 7,470.00 16 REMOVAL OF HOT MIX ASPHALT OVERLAY SM 445 20.00 8,900.00 10.00 4,450.00 17 REMOVAL OF CONCRETE BASE COURSE AND SM 10 150.00 1,500.00 50.00 500.00 CONCRETE SURFACE COURSES 18 SAWCUTTING LM 259 16.40 4,247.60 9.00 2,331.00 19 MILLING, 25 MM DEPTH SM 774 13.92 10,774.08 4.00 3,096.00 20 MILLING, VARIABLE DEPTH SM 586 13.92 8,157.12 4.00 2,344.00 21 INFILTRATION BASIN EXCAVATION CM 26 110.00 2,860.00 15.00 390.00 22 POROUS FILL CM 412 95.00 39,140.00 40.00 16,480.00 23 BORROW EXCAVATION, ZONE 3 CM 142 110.00 15,620.00 10.00 1,420.00 24 EARTH EXCAVATION FOR TEST PITS CM 100 75.00 7,500.00 5.00 500.00 25 PIPE BEDDING, CLASS B CM 27 95.00 2,565.00 47.00 1,269.00 26 SUBBASE CM 308 95.00 29,260.00 68.00 20,944.00 27 UNDERLAYER PREPARATION SM 405 20.00 8,100.00 1.80 729.00 28 HEAVY DUTY SILT FENCE LM 750 18.50 13,875.00 16.00 12,000.00 29 FLOATING TURBIDITY BARRIER LM 55 150.00 8,250.00 10.00 550.00 30 DEWATERING BASINS U 2 3,500.00 7,000.00 500.00 1,000.00 31 CONSTRUCTION DRIVEWAY MGR 105 48.00 5,040.00 30.00 3,150.00 32 SILT SACK INLET PROTECTION U 5 150.00 750.00 450.00 2,250.00 33 CONCRETE WASHOUT FACILITY LS 1 2,500.00 2,500.00 2,000.00 2,000.00 34 OIL ONLY EMERGENCY SPILL KIT U 2 1,000.00 2,000.00 250.00 500.00 35 NO ITEM U 0 .00 0.00 .00 0.00 36 NO ITEM U 0 .00 0.00 .00 0.00 37 DENSE GRADED AGGREGATE BASE COURSE, SM 1,102 18.00 19,836.00 12.00 13,224.00 200 MM THICK 38 NO ITEM U 0 .00 0.00 .00 0.00 39 NO ITEM U 0 .00 0.00 .00 0.00 40 DENSE GRADED AGGREGATE SURFACE COURSE, SM 91 14.00 1,274.00 10.00 910.00 150 MM THICK 41 BITUMINOUS CONCRETE PATCH MGR 40 175.00 7,000.00 150.00 6,000.00 42 HOT MIX ASPHALT PAVEMENT REPAIR PRIOR TO SM 70 120.00 8,400.00 210.00 14,700.00 OVERLAY 43 TACK COAT L 1,720 2.00 3,440.00 1.32 2,270.40 44 PRIME COAT L 1,250 2.00 2,500.00 .01 12.50 45 POLYMERIZED JOINT ADHESIVE LM 1,560 6.50 10,140.00 4.10 6,396.00 46 SAWING AND SEALING JOINTS IN HOT MIX ASPHALT LM 855 8.00 6,840.00 6.50 5,557.50 OVERLAY 47 CORE SAMPLES, HOT MIX ASPHALT U 9 150.00 1,350.00 100.00 900.00 48 SAWCUT GROOVED BRIDGE APPROACH AND SM 341 15.00 5,115.00 8.00 2,728.00 TRANSITION SLABS 49 CORE SAMPLES, CONCRETE U 4 200.00 800.00 100.00 400.00 50 CONCRETE SURFACE COURSE, REINFORCED, VARIABLE SM 92 250.00 23,000.00 100.00 9,200.00 THICK, COLOR CONDITIONED 51 CONCRETE SURFACE COURSE, REINFORCED, 450 MM SM 64 275.00 17,600.00 175.00 11,200.00 THICK, COLOR CONDITIONED 52 BRIDGE APPROACH SLABS, 450MM THICK, COLOR SM 341 280.00 95,480.00 175.00 59,675.00 CONDITIONED 53 SUPERPAVE HOT MIX ASPHALT 12.5H76 SURFACE MGR 212 94.00 19,928.00 65.00 13,780.00 COURSE 54 SUPERPAVE HOT MIX ASPHALT 19H64 INTERMEDIATE MGR 288 94.00 27,072.00 60.00 17,280.00 COURSE 55 SUPERPAVE HOT MIX ASPHALT 25M64 BASE COURSE MGR 627 94.00 58,938.00 60.00 37,620.00 56 NO ITEM U 0 .00 0.00 .00 0.00 57 NO ITEM U 0 .00 0.00 .00 0.00 58 SUBBASE OUTLET DRAIN LM 6 120.00 720.00 90.00 540.00 59 150 MM CORRUGATED STEEL UNDERDRAIN PIPE LM 3 180.00 540.00 50.00 150.00 60 375 MM REINFORCED CONCRETE CULVERT PIPE, LM 113 246.00 27,798.00 180.00 20,340.00 CLASS II 61 450 MM REINFORCED CONCRETE CULVERT PIPE, LM 34 246.00 8,364.00 275.00 9,350.00 CLASS II 62 450 MM REINFORCED CONCRETE END SECTIONS U 1 2,500.00 2,500.00 750.00 750.00 63 INLETS, TYPE E U 2 2,550.00 5,100.00 2,300.00 4,600.00 64 INLETS, TYPE B MODIFIED U 3 3,000.00 9,000.00 2,300.00 6,900.00 65 MANHOLES, 1.8 M DIAMETER U 1 3,000.00 3,000.00 2,900.00 2,900.00 66 HOT MIX ASPHALT DRIVEWAY, 40 MM THICK SM 5 500.00 2,500.00 36.00 180.00 67 HOT MIX ASPHALT DRIVEWAY, 150 MM THICK SM 53 60.00 3,180.00 65.00 3,445.00 68 HOT MIX ASPHALT DRIVEWAY, VARIABLE THICKNESS SM 143 60.00 8,580.00 61.00 8,723.00 69 COLORED SURFACE TREATMENT, TRAFFIC GRADE SM 1,250 5.00 6,250.00 40.00 50,000.00 70 MONUMENTS U 8 575.00 4,600.00 600.00 4,800.00 71 MONUMENT BOXES U 8 150.00 1,200.00 215.00 1,720.00 72 BEAM GUIDE RAIL LM 64 235.00 15,040.00 175.00 11,200.00 73 SLOTTED GUIDE RAIL TERMINALS U 3 3,000.00 9,000.00 2,975.00 8,925.00 74 CONTROLLED RELEASE TERMINALS U 1 1,200.00 1,200.00 1,650.00 1,650.00 75 CONTROLLED RELEASE TERMINAL ANCHORAGES U 1 1,500.00 1,500.00 1,650.00 1,650.00 76 REMOVAL OF GUIDE RAIL LM 166 15.00 2,490.00 20.00 3,320.00 77 SNOW FENCE, PLASTIC LM 300 15.00 4,500.00 17.00 5,100.00 78 RIPRAP STONE CHANNEL PROTECTION, 300 MM THICK SM 56 120.00 6,720.00 38.00 2,128.00 (D50=150 MM) 79 BREAKAWAY BARRICADES U 20 110.00 2,200.00 1.00 20.00 80 PRECAST CONCRETE CURB, CONSTRUCTION BARRIER, LM 200 150.00 30,000.00 5.00 1,000.00 TYPE 4 81 DRUMS U 40 85.00 3,400.00 1.00 40.00 82 TRAFFIC CONES U 20 20.00 400.00 1.00 20.00 83 CONSTRUCTION IDENTIFICATION SIGNS, U 2 850.00 1,700.00 800.00 1,600.00 1 200 BY 2 400 MM 84 VARIABLE MESSAGE SIGNS U 2 17,000.00 34,000.00 30,000.00 60,000.00 85 CONSTRUCTION SIGNS SM 34 130.00 4,420.00 37.00 1,258.00 86 ILLUMINATED FLASHING ARROWS, U 2 5,000.00 10,000.00 5,000.00 10,000.00 1 200 BY 2 400 MM 87 TEMPORARY CRASH CUSHIONS, INERTIAL BARRIER U 2 7,500.00 15,000.00 4,600.00 9,200.00 SYSTEM, 11 MODULES 88 REMOVABLE WET WEATHER PAVEMENT MARKING TAPE LM 3,100 9.00 27,900.00 8.50 26,350.00 89 REMOVABLE BLACK LINE MASKING TAPE LM 1,050 15.00 15,750.00 8.20 8,610.00 90 TRAFFIC DIRECTORS, FLAGGERS HRS 288 75.00 21,600.00 100.00 28,800.00 91 TRAFFIC STRIPES, LONG LIFE, EPOXY RESIN LM 1,040 6.00 6,240.00 3.75 3,900.00 92 REMOVAL OF PAVEMENT REFLECTORS AND CASTINGS U 20 50.00 1,000.00 10.00 200.00 93 TWO-WAY PLOWABLE BI-DIRECTIONAL U 17 95.00 1,615.00 150.00 2,550.00 AMBER PAVEMENT REFLECTORS AND CASTINGS 94 SIGNS SM 5 600.00 3,000.00 325.00 1,625.00 95 NO ITEM U 0 .00 0.00 .00 0.00 96 ELECTRICAL RELOCATION, JCP&L LS 1 50,000.00 50,000.00 50,000.00 50,000.00 97 TREE REMOVAL, OVER 900 MM DIAMETER U 1 1,500.00 1,500.00 3,100.00 3,100.00 98 TOPSOILING, 100 MM THICK SM 1,422 2.00 2,844.00 4.54 6,455.88 99 FERTILIZING AND SEEDING, TYPE A-3 SM 1,422 1.25 1,777.50 .48 682.56 100 FERTILIZING AND SEEDING, TYPE F SM 142 1.50 213.00 .48 68.16 101 WETLAND SEED MIX SM 60 2.00 120.00 5.00 300.00 102 TOPSOIL STABILIZATION MATTING SM 66 15.00 990.00 3.50 231.00 103 STRAW MULCHING SM 1,564 2.00 3,128.00 .48 750.72 104 WOOD MULCHING SM 128 5.00 640.00 4.00 512.00 105 MOWING SM 3,248 1.00 3,248.00 .25 812.00 106 AMELANCHIER CANADENSIS, B&B, U 10 250.00 2,500.00 225.00 2,250.00 1.8 TO 2.5 M HIGH 107 TOPSOIL CM 6 35.00 210.00 30.00 180.00 108 WATERING CM 9 50.00 450.00 80.00 720.00 109 BETULA NIGRA 'HERITAGE' TREE FORM, B&B, U 10 250.00 2,500.00 250.00 2,500.00 60-80 MM CALIPER, 4.2 TO 4.8 M HIGH 110 JUNIPERUS CHINENSIS 'SPARTEN', B&B 1.8 TO U 13 34.00 442.00 250.00 3,250.00 2.0 M HIGH 111 NONVEGETATIVE SURFACE, HOT MIX ASPHALT SM 154 75.00 11,550.00 65.00 10,010.00 112 NO ITEM U 0 .00 0.00 .00 0.00 113 NO ITEM U 0 .00 0.00 .00 0.00 114 NO ITEM U 0 .00 0.00 .00 0.00 115 NO ITEM U 0 .00 0.00 .00 0.00 116 NO ITEM U 0 .00 0.00 .00 0.00 117 NO ITEM U 0 .00 0.00 .00 0.00 118 NO ITEM U 0 .00 0.00 .00 0.00 119 NO ITEM U 0 .00 0.00 .00 0.00 120 NO ITEM U 0 .00 0.00 .00 0.00 121 NO ITEM U 0 .00 0.00 .00 0.00 ROUTE 57 OVER MERRILL CREEK 122 CLEARING SITE, BRIDGE LS 1 200,000.00 200,000.00 200,000.00 200,000.00 123 FOUNDATION EXCAVATION CM 351 90.00 31,590.00 15.00 5,265.00 124 COFFERDAMS LS 1 200,000.00 200,000.00 1,111,000.00 1,111,000.00 125 NO ITEM U 0 .00 0.00 .00 0.00 126 NO ITEM U 0 .00 0.00 .00 0.00 127 CONCRETE IN STRUCTURES, FOOTINGS CM 194 650.00 126,100.00 650.00 126,100.00 128 CONCRETE IN STRUCTURES, RETAINING WALLS CM 70 1,000.00 70,000.00 1,400.00 98,000.00 129 CONCRETE IN SUBSTRUCTURES, ABUTMENT WALLS CM 130 1,100.00 143,000.00 200.00 26,000.00 130 REINFORCEMENT STEEL IN STRUCTURES KG 12,199 2.75 33,547.25 1.96 23,910.04 131 REINFORCEMENT STEEL IN STRUCTURES, EPOXY KG 3,026 3.25 9,834.50 3.00 9,078.00 COATED 132 45 BY 45 MM PREFORMED ELASTOMERIC LM 30 110.00 3,300.00 111.00 3,330.00 JOINT SEALER 133 NO ITEM U 0 .00 0.00 .00 0.00 134 SAWCUT GROOVED DECK SURFACE SM 106 25.00 2,650.00 45.00 4,770.00 135 CONCRETE IN SUPERSTRUCTURE, DECK SLABS, WITH CM 31 2,200.00 68,200.00 250.00 7,750.00 CORROSION INHIBITOR ADMIXTURE, COLOR CONDITIONED 136 CONCRETE IN SUPERSTRUCTURE, PARAPETS, COLOR LM 21 574.00 12,054.00 1,100.00 23,100.00 CONDITIONED 137 PRESTRESSED CONCRETE SLAB BEAMS LM 112 1,200.00 134,400.00 900.00 100,800.00 (TYPE SIV-900), 900 BY 525 MM 138 PRESTRESSED CONCRETE CHANNEL BEAM 1828X525MM LM 20 1,980.00 39,600.00 1,400.00 28,000.00 139 TEST PILES, DRIVEN LM 110 295.00 32,450.00 189.69 20,865.90 140 TEST PILES, FURNISHED LM 112 150.00 16,800.00 154.00 17,248.00 141 STEEL H-PILES, DRIVEN, HP 310 MM BY 110 KG/M LM 1,470 80.00 117,600.00 91.80 134,946.00 142 STEEL H-PILES, FURNISHED, HP 310 MM LM 1,496 150.00 224,400.00 143.00 213,928.00 BY 110 KG/M 143 PILE SHOES U 91 175.00 15,925.00 105.00 9,555.00 144 DYNAMIC PILE LOAD TESTS U 6 2,800.00 16,800.00 3,100.00 18,600.00 145 FURNISHING EQUIPMENT FOR DRIVING PILES LS 1 45,000.00 45,000.00 195,000.00 195,000.00 146 VIBRATION MONITORING AND CONTROL LS 1 24,000.00 24,000.00 25,000.00 25,000.00 147 NO ITEM U 0 .00 0.00 .00 0.00 148 NO ITEM U 0 .00 0.00 .00 0.00 149 200 MM CORRUGATED STEEL UNDERDRAIN PIPE LM 66 150.00 9,900.00 115.00 7,590.00 SUMMARY OF AMOUNTS ROAD ITEMS $ 1,399,786.30 $ 1,175,742.72 BRIDGE ITEMS $ 1,577,150.75 $ 2,409,835.94 SUB-TOTAL AMOUNTS FOR BRIDGE WORK ROUTE 57 OVER MERRILL CREEK $ 1,577,150.75 $ 2,409,835.94 AGREE AGREE (HEADER) LOW BID =$ 2,976,937.05 (HEADER) 2ND LOW BID =$ 3,585,578.66 COMPUTED LOW BID =$ 2,976,937.05 COMPUTED 2ND LOW BID =$ 3,585,578.66 COMPUTED LOW BID =$ 2,976,937.05 COMPUTED 2ND LOW BID =$ 3,585,578.66