CPSBIDFM-1 DEPARTMENT OF TRANSPORTATION PAGE 1 CONSTRUCTION SERVICES/PROCUREMENT DIVISION TRENTON, NEW JERSEY TABULATION OF BIDS AND UNIT PRICES ROUTE 206 AND 15, ROSS'S CORNER ROAD, FROM ROUTE 206 AND 15 TO SUSSEX COUNTY ROUTE 565, CONTRACT NO. 114970214, INTERSECTION IMPROVEMENTS, IN THE TOWNSHIPS OF FRANKFORD AND LAFAYETTE, COUNTY OF SUSSEX. FEDERAL PROJECT NO. NH-A00S(529) D.P. NO. 00145 BIDS RECEIVED OCTOBER 26, 2000 CONTRACT AWARD DATE NOVEMBER 15, 2000 BIDDERS TOTAL PRICE BID 1 . CRISDEL GP INC $ 2,583,511.73 240 RYAN ST SO PLAINFIELD NJ07080 2 . MARSELLIS WARNER CORP $ 2,688,870.56 10 BALDWIN STREET MONTCLAIR NJ07042 3 . STROUD-HOPLER INC $ 2,694,947.08 P.O.B. 516 BERKSHIRE VAL RDKENVIL NJ07847 4 . CARBRO CONSTRUCTORS CORP $ 3,478,045.54 605 OMNI DRIVE HILLSBOROUGH NJ08876 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 16,605.00 16,605.00 13,370.00 13,370.00 2 FINAL CLEANUP LS 1 6,784.80 6,784.80 11,200.00 11,200.00 3 CONSTRUCTION LAYOUT LS 1 1.00 1.00 58,240.00 58,240.00 4 FIELD OFFICE TYPE A SET-UP U 1 19,538.20 19,538.20 5,600.00 5,600.00 5 FIELD OFFICE TYPE A MAINTENANCE MO 16 750.00 12,000.00 .01 .16 6 TELEPHONE SERVICE LS 1 5,500.00 5,500.00 5,500.00 5,500.00 7 CONSTRUCTION STAKES AND MARKERS BU 50 48.39 2,419.50 .01 .50 8 CONSTRUCTION DRIVEWAY MGR 60 20.17 1,210.20 19.00 1,140.00 9 CURING AND STORAGE FACILITY SET-UP U 1 1.00 1.00 .01 .01 10 CURING AND STORAGE FACILITY MAINTENANCE MO 13 1.00 13.00 .01 .13 11 FUEL PRICE ADJUSTMENT LS 1 5,100.00 5,100.00 5,100.00 5,100.00 12 OWNER'S AND CONTRACTOR'S PROTECTIVE LS 1 4,050.00 4,050.00 2,500.00 2,500.00 LIABILITY INSURANCE 13 PROGRESS SCHEDULE LS 1 4,015.00 4,015.00 560.00 560.00 14 MOBILIZATION LS 1 166,325.85 166,325.85 143,350.00 143,350.00 15 TRAINEES HRS 1,000 1.00 1,000.00 .01 10.00 16 DRUMS U 200 75.02 15,004.00 280.00 56,000.00 17 TRAFFIC CONES U 150 15.13 2,269.50 33.60 5,040.00 18 CLEARING SITE LS 1 19,999.10 19,999.10 36,400.00 36,400.00 19 STRIPPING HA 3 16,764.00 50,292.00 10,710.00 32,130.00 20 ROADWAY EXCAVATION, TEMPORARY EROSION CONTROL CM 659 14.42 9,502.78 .01 6.59 21 ROADWAY EXCAVATION, UNCLASSIFIED CM 8,102 17.13 138,787.26 13.60 110,187.20 22 MILLING, 50 MM VARIABLE DEPTH SM 22,899 1.75 40,073.25 2.37 54,270.63 23 SAWCUTTING LM 431 4.33 1,866.23 4.40 1,896.40 24 EARTH EXCAVATION FOR TEST PITS CM 20 141.68 2,833.60 224.00 4,480.00 25 SUBBASE CM 2,915 29.35 85,555.25 28.00 81,620.00 26 SILT FENCE LM 2,491 5.39 13,426.49 3.67 9,141.97 27 INLET FILTERS U 27 41.41 1,118.07 28.00 756.00 28 COARSE AGGREGATE, SIZE NO. 8 CM 5 24.20 121.00 112.00 560.00 29 HAYBALES U 477 15.42 7,355.34 3.36 1,602.72 30 CONSTRUCTION IDENTIFICATION SIGNS, U 4 1,416.80 5,667.20 813.00 3,252.00 1 800 BY 3 600 MM 31 VARIABLE MESSAGE SIGNS U 4 9,680.00 38,720.00 10,080.00 40,320.00 32 DENSE GRADED AGGREGATE BASE COURSE, SM 14,923 7.83 116,847.09 7.02 104,759.46 200 MM THICK 33 HMA19H64 BASE MGR 11,404 37.15 423,658.60 42.00 478,968.00 34 CONCRETE BASE COURSE, 250 MM THICK SM 988 89.10 88,030.80 80.36 79,395.68 35 CONSTRUCTION SIGNS SM 100 199.16 19,916.00 141.75 14,175.00 36 ILLUMINATED FLASHING ARROWS, U 3 3,080.00 9,240.00 2,800.00 8,400.00 1 200 BY 2 400 MM 37 UNDERLAYER PREPARATION SM 988 3.96 3,912.48 1.12 1,106.56 38 CORE SAMPLES, BITUMINOUS U 30 34.65 1,039.50 56.00 1,680.00 39 HMA12.5H76 SURFACE MGR 4,864 51.88 252,344.32 53.97 262,510.08 40 TACK COAT L 14,619 .48 7,017.12 .01 146.19 41 ASPHALT PRICE ADJUSTMENT LS 1 16,200.00 16,200.00 16,200.00 16,200.00 42 SEALING OF CRACKS IN BITUMINOUS CONCRETE LM 500 6.35 3,175.00 11.20 5,600.00 SURFACE COURSE 43 PRIME COAT L 16,140 .01 161.40 .01 161.40 44 SAWING AND SEALING JOINTS IN BITUMINOUS LM 5,000 3.42 17,100.00 5.60 28,000.00 CONCRETE OVERLAY 45 TRAFFIC CONTROL TRUCKS WITH MOUNTED U 4 1.00 4.00 6,720.00 26,880.00 CRASH CUSHIONS 46 REMOVABLE PAVEMENT MARKING TAPE LM 1,000 4.33 4,330.00 4.14 4,140.00 47 NO ITEM U 0 .00 0.00 .00 0.00 48 900 MM REINFORCED CONCRETE CULVERT PIPE LM 6 307.45 1,844.70 330.60 1,983.60 49 MONUMENT BOXES U 2 379.50 759.00 630.00 1,260.00 50 MONUMENTS U 15 286.59 4,298.85 367.00 5,505.00 51 375 MM REINFORCED CONCRETE CULVERT PIPE LM 146 122.57 17,895.22 132.90 19,403.40 52 450 MM REINFORCED CONCRETE CULVERT PIPE LM 224 143.28 32,094.72 171.30 38,371.20 53 600 MM REINFORCED CONCRETE CULVERT PIPE LM 385 179.80 69,223.00 205.85 79,252.25 54 NO ITEM U 0 .00 0.00 .00 0.00 55 450 MM REINFORCED CONCRETE END SECTIONS U 1 832.22 832.22 347.20 347.20 56 NO ITEM U 0 .00 0.00 .00 0.00 57 RESET CASTINGS U 1 232.85 232.85 560.00 560.00 58 MANHOLES U 8 1,976.68 15,813.44 1,710.00 13,680.00 59 INLETS, TYPE B U 25 2,174.34 54,358.50 1,900.00 47,500.00 60 INLETS, TYPE E U 1 2,332.15 2,332.15 1,975.00 1,975.00 61 INLETS, TYPE B-1 U 1 3,207.71 3,207.71 2,310.00 2,310.00 62 RECONSTRUCTED INLETS, TYPE B, USING NEW U 1 1,386.12 1,386.12 1,226.00 1,226.00 CASTING 63 225 BY 400 MM CONCRETE VERTICAL CURB LM 2,079 35.20 73,180.80 45.15 93,866.85 64 BITUMINOUS CONCRETE DRIVEWAY, 150 MM THICK SM 1,165 35.20 41,008.00 28.00 32,620.00 65 NO ITEM U 0 .00 0.00 .00 0.00 66 300 BY 325 MM CONCRETE SLOPING CURB LM 20 44.00 880.00 68.25 1,365.00 67 BEAM GUIDE RAIL LM 370 41.80 15,466.00 39.90 14,763.00 68 RUB RAIL LM 67 22.00 1,474.00 21.00 1,407.00 69 REMOVAL OF GUIDE RAIL LM 485 6.60 3,201.00 6.30 3,055.50 70 BEAM GUIDE RAIL ANCHORAGES U 2 550.00 1,100.00 525.00 1,050.00 71 SLOTTED GUIDE RAIL TERMINALS U 8 1,980.00 15,840.00 1,890.00 15,120.00 72 BEAM GUIDE RAIL, BRIDGE LM 50 242.00 12,100.00 231.00 11,550.00 73 MISCELLANEOUS CONCRETE CM 7 601.39 4,209.73 112.00 784.00 74 TRAFFIC STRIPES, LONG LIFE, EPOXY RESIN LM 10,450 .98 10,241.00 .93 9,718.50 75 TRAFFIC MARKINGS, LINES, LONG LIFE, LM 4,725 1.41 6,662.25 1.34 6,331.50 THERMOPLASTIC 76 TRAFFIC MARKINGS, SYMBOLS, LONG LIFE, SM 145 23.71 3,437.95 22.63 3,281.35 THERMOPLASTIC 77 TWO-WAY PLOWABLE MONO-DIRECTIONAL U 180 42.90 7,722.00 40.00 7,200.00 WHITE PAVEMENT REFLECTORS AND CASTINGS 78 TWO-WAY PLOWABLE BI-DIRECTIONAL U 36 42.90 1,544.40 40.00 1,440.00 AMBER PAVEMENT REFLECTORS AND CASTINGS 79 TWO-WAY PLOWABLE MONO-DIRECTIONAL U 140 42.90 6,006.00 40.00 5,600.00 AMBER PAVEMENT REFLECTORS AND CASTINGS 80 SIGNS SM 48 440.00 21,120.00 420.00 20,160.00 81 GUIDE SIGNS, TYPE GA, STEEL "U" POST SUPPORTS SM 48 302.50 14,520.00 288.75 13,860.00 82 CONCRETE ISLAND, 100 MM THICK SM 12 41.58 498.96 63.00 756.00 83 STORMWATER TREATMENT SYSTEM TYPE X-1 U 1 15,808.65 15,808.65 28,670.00 28,670.00 84 STORMWATER TREATMENT SYSTEM TYPE X-2 U 1 17,520.25 17,520.25 35,350.00 35,350.00 85 TRAFFIC DIRECTORS, FLAGGERS HRS 500 57.48 28,740.00 39.20 19,600.00 86 JUNCTION BOX FOUNDATIONS U 2 1,320.00 2,640.00 1,310.00 2,620.00 87 53 MM RIGID METALLIC CONDUIT, TYPE CUG LM 8 69.30 554.40 84.00 672.00 88 SERVICE WIRE, NO. 6 AWG LM 72 5.78 416.16 6.30 453.60 89 78 MM RIGID METALLIC CONDUIT, TYPE CUG LM 203 63.53 12,896.59 68.25 13,854.75 90 41 MM RIGID METALLIC CONDUIT, TYPE CUG LM 52 46.83 2,435.16 65.63 3,412.76 91 78 MM RIGID METALLIC CONDUIT, TYPE CUR LM 81 132.00 10,692.00 173.25 14,033.25 92 MULTIPLE LIGHTING WIRE, NO. 8 AWG LM 482 5.50 2,651.00 4.36 2,101.52 93 450 BY 900 MM JUNCTION BOXES U 17 1,155.00 19,635.00 1,155.00 19,635.00 94 METER CABINETS, TYPE TL U 1 2,310.00 2,310.00 1,890.00 1,890.00 95 LIGHTING ARM ASSEMBLIES, TYPE L-4.6SA-V U 2 1,976.70 3,953.40 1,953.00 3,906.00 96 FOUNDATIONS, TYPE STF U 2 2,530.00 5,060.00 3,097.00 6,194.00 97 LIGHTING STANDARD ASSEMBLIES, U 2 3,381.40 6,762.80 3,150.00 6,300.00 TYPE L-E-S-7.9-X 98 FOUNDATIONS, TYPE SFK U 2 1,078.00 2,156.00 1,155.00 2,310.00 99 FOUNDATIONS, TYPE P-MC U 1 1,650.00 1,650.00 2,362.00 2,362.00 100 LOOP DETECTOR LM 725 30.80 22,330.00 31.50 22,837.50 101 LOOP DETECTOR LEAD LM 2,250 4.84 10,890.00 5.25 11,812.50 102 CONTROLLER ASSEMBLIES, 8 PHASE U 1 24,979.90 24,979.90 25,725.00 25,725.00 103 PUSH BUTTON ASSEMBLIES U 4 176.00 704.00 157.00 628.00 104 TRAFFIC SIGNAL CABLE, 2 CONDUCTOR LM 229 4.84 1,108.36 5.25 1,202.25 105 TRAFFIC SIGNAL CABLE, 10 CONDUCTOR LM 322 7.70 2,479.40 10.50 3,381.00 106 TRAFFIC SIGNAL STANDARDS, TYPE SC U 2 5,555.00 11,110.00 4,987.00 9,974.00 107 TRAFFIC SIGNAL STANDARDS, TYPE K U 2 2,583.90 5,167.80 2,394.00 4,788.00 108 TRAFFIC SIGNAL ASSEMBLIES, TYPE C-1 U 4 1,326.60 5,306.40 1,218.00 4,872.00 109 TRAFFIC SIGNAL ASSEMBLIES, TYPE 7.6MK-1 U 2 4,853.20 9,706.40 4,032.00 8,064.00 110 TRAFFIC SIGNAL ASSEMBLIES, TYPE 16.8S-2 U 1 7,723.10 7,723.10 7,623.00 7,623.00 111 TRAFFIC SIGNAL ASSEMBLIES, TYPE 13.7S-2 U 1 7,269.90 7,269.90 7,360.00 7,360.00 112 TRAFFIC SIGNAL ASSEMBLIES, TYPE MM-1 U 6 1,730.30 10,381.80 1,512.00 9,072.00 113 TRAFFIC CONTROLLER ASSEMBLY TURN ON U 1 1,650.00 1,650.00 787.00 787.00 114 INTERIM TRAFFIC SIGNAL SYSTEM U 1 5,280.00 5,280.00 15,750.00 15,750.00 115 TRAFFIC STRIPES LM 7,500 .36 2,700.00 .35 2,625.00 116 REMOVAL OF TRAFFIC STRIPES AND MARKINGS LM 1,000 1.44 1,440.00 1.38 1,380.00 117 REMOVAL OF PAVEMENT REFLECTORS AND CASTINGS U 80 8.55 684.00 21.00 1,680.00 118 TOPSOILING, 100 MM THICK SM 16,576 1.57 26,024.32 1.42 23,537.92 119 FERTILIZING AND SEEDING, TYPE A-3 SM 16,576 .42 6,961.92 .47 7,790.72 120 FERTILIZING AND SEEDING, TYPE F SM 1,571 .42 659.82 .47 738.37 121 STRAW MULCHING SM 18,147 .42 7,621.74 .47 8,529.09 122 MOWING HA 3 548.90 1,646.70 525.00 1,575.00 123 INFILTRATION CHAMBER FIELD (R-1) U 1 63,900.10 63,900.10 61,110.00 61,110.00 124 INFILTRATION CHAMBER FIELD (R-2) U 1 90,052.60 90,052.60 80,200.00 80,200.00 125 EUONYMUS ALATA, B&B, 0.9 TO 1.25 M HIGH U 74 37.40 2,767.60 63.00 4,662.00 126 HEMEROCALLIS, #1 CAN MINIMUM U 191 13.20 2,521.20 10.50 2,005.50 127 QUERCUS RUBRA, B&B, 80 TO 90 MM CALIPER, U 4 357.50 1,430.00 525.00 2,100.00 4.2 TO 4.8 M HIGH 128 NO ITEM U 0 .00 0.00 .00 0.00 129 WOOD MULCHING SM 70 4.40 308.00 3.15 220.50 130 WOOD MULCHING, 50 MM THICK SM 35 2.20 77.00 3.57 124.95 131 TOPSOIL CM 9 26.40 237.60 36.75 330.75 132 WATERING CM 6 82.50 495.00 78.75 472.50 133 NONVEGETATIVE SURFACE, BITUMINOUS CONCRETE SM 549 28.37 15,575.13 18.90 10,376.10 134 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 ROUTE 206 0VER PAULINS KILL CREEK 137 THERMAL DECK JOINT SEALING LM 31 347.16 10,761.96 224.00 6,944.00 138 JOINT SEALING LM 7 151.01 1,057.07 224.00 1,568.00 139 NO ITEM U 0 .00 0.00 .00 0.00 140 NO ITEM U 0 .00 0.00 .00 0.00 SUMMARY OF AMOUNTS ROAD ITEMS $ 2,571,692.70 $ 2,680,358.56 BRIDGE ITEMS $ 11,819.03 $ 8,512.00 SUB-TOTAL AMOUNTS FOR BRIDGE WORK ROUTE 206 0VER PAULINS KILL CREEK $ 11,819.03 $ 8,512.00 AGREE AGREE (HEADER) LOW BID =$ 2,583,511.73 (HEADER) 2ND LOW BID =$ 2,688,870.56 COMPUTED LOW BID =$ 2,583,511.73 COMPUTED 2ND LOW BID =$ 2,688,870.56 COMPUTED LOW BID =$ 2,583,511.73 COMPUTED 2ND LOW BID =$ 2,688,870.56