CPSBIDFM-1 DEPARTMENT OF TRANSPORTATION PAGE 1 CONSTRUCTION SERVICES/PROCUREMENT DIVISION TRENTON, NEW JERSEY TABULATION OF BIDS AND UNIT PRICES ROUTE I-80 & HOWARD BOULEVARD PARK & RIDE FACILITY CONTRACT NO. MOR 950441 BOROUGH OF MOUNT ARLINGTON TOWNSHIP OF ROXBURY MORRIS COUNTY FEDERAL PROJECT NO. IM-80-2(39) 30 D.P. NO. 01119 BIDS RECEIVED MAY 31, 2001 CONTRACT AWARD DATE JUNE 20, 2001 BIDDERS TOTAL PRICE BID 1 . TILCON OF NEW YORK INC $ 2,098,962.00 P O BOX 407 MILLINGTON NJ07946 2 . CRISDEL GP INC $ 2,238,883.28 240 RYAN ST SO PLAINFIELD NJ07080 3 . TARHEEL ENTERPRISES INC $ 2,502,123.98 2000 HIGHWAY 35 MORGAN NJ08879 4 . STROUD-HOPLER INC $ 2,628,139.25 P.O.B. 516 BERKSHIRE VAL RDKENVIL NJ07847 5 . NEW PRINCE CONCRETE CONSTRUCTION CO REJECTED 215 ELLEN TERRACE HACKENSACK NJ07601 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 10,000.00 10,000.00 12,170.00 12,170.00 2 FINAL CLEANUP LS 1 5,000.00 5,000.00 6,692.40 6,692.40 3 CONSTRUCTION LAYOUT LS 1 30,000.00 30,000.00 1.00 1.00 4 FIELD OFFICE TYPE A SET-UP U 1 35,000.00 35,000.00 18,684.60 18,684.60 5 FIELD OFFICE TYPE A MAINTENANCE MO 9 1,000.00 9,000.00 1,485.00 13,365.00 6 TELEPHONE SERVICE LS 1 2,250.00 2,250.00 2,250.00 2,250.00 7 FUEL PRICE ADJUSTMENT LS 1 1,300.00 1,300.00 1,300.00 1,300.00 8 OWNER'S AND CONTRACTOR'S PROTECTIVE LS 1 3,000.00 3,000.00 3,430.00 3,430.00 LIABILITY INSURANCE 9 TRAINEES HRS 2,000 1.00 2,000.00 .50 1,000.00 10 PROGRESS SCHEDULE LS 1 5,000.00 5,000.00 4,410.00 4,410.00 11 MOBILIZATION LS 1 109,584.71 109,584.71 181,650.17 181,650.17 12 NO ITEM U 0 .00 0.00 .00 0.00 13 NO ITEM U 0 .00 0.00 .00 0.00 14 CLEARING SITE LS 1 35,000.00 35,000.00 45,574.10 45,574.10 15 STRIPPING HA 2 15,000.00 30,000.00 15,515.50 31,031.00 16 ROADWAY EXCAVATION, UNCLASSIFIED CM 9,746 12.00 116,952.00 17.08 166,461.68 17 SAWCUTTING LM 42 35.00 1,470.00 11.00 462.00 18 MILLING, 50 MM DEPTH SM 4,327 5.50 23,798.50 3.21 13,889.67 19 RUMBLE STRIP LM 461 3.00 1,383.00 15.64 7,210.04 20 EARTH EXCAVATION FOR TEST PITS CM 5 40.00 200.00 119.68 598.40 21 INFILTRATION BASIN CM 3,250 40.00 130,000.00 35.97 116,902.50 22 SUBBASE CM 584 25.00 14,600.00 44.79 26,157.36 23 SILT FENCE LM 1,054 6.00 6,324.00 5.65 5,955.10 24 INLET FILTERS U 24 25.00 600.00 28.97 695.28 25 INLET PROTECTION, HAYBALE BARRIER U 12 35.00 420.00 110.18 1,322.16 26 ROADWAY EXCAVATION, TEMPORARY EROSION CONTROL CM 261 5.00 1,305.00 13.94 3,638.34 27 CONSTRUCTION DRIVEWAY MGR 180 20.00 3,600.00 17.29 3,112.20 28 NO ITEM U 0 .00 0.00 .00 0.00 29 HAYBALES U 25 5.00 125.00 13.93 348.25 30 NO ITEM U 0 .00 0.00 .00 0.00 31 NO ITEM U 0 .00 0.00 .00 0.00 32 DENSE GRADED AGGREGATE BASE COURSE, SM 12,224 5.00 61,120.00 5.66 69,187.84 150 MM THICK 33 DENSE GRADED AGGREGATE BASE COURSE, SM 3,207 6.50 20,845.50 11.98 38,419.86 200 MM THICK 34 COARSE AGGREGATE, SIZE NO. 8 CM 4 50.00 200.00 27.50 110.00 35 BITUMINOUS-STABILIZED BASE COURSE, MIX I-2 MGR 3,576 40.00 143,040.00 42.21 150,942.96 36 NO ITEM U 0 .00 0.00 .00 0.00 37 NO ITEM U 0 .00 0.00 .00 0.00 38 BITUMINOUS CONCRETE PATCH MGR 50 75.00 3,750.00 105.51 5,275.50 39 BITUMINOUS CONCRETE SURFACE COURSE MIX I-4 MGR 1,077 43.00 46,311.00 41.93 45,158.61 40 BITUMINOUS CONCRETE SURFACE COURSE MIX I-5 MGR 1,165 43.00 50,095.00 41.38 48,207.70 41 TACK COAT L 6,500 .01 65.00 .49 3,185.00 42 PRIME COAT L 9,299 .01 92.99 .01 92.99 43 ASPHALT PRICE ADJUSTMENT LS 1 3,000.00 3,000.00 3,000.00 3,000.00 44 NO ITEM U 0 .00 0.00 .00 0.00 45 NO ITEM U 0 .00 0.00 .00 0.00 46 375 MM CORRUGATED METAL CULVERT PIPE LM 22 85.00 1,870.00 116.15 2,555.30 47 600 MM CORRUGATED METAL CULVERT PIPE LM 28 92.00 2,576.00 138.30 3,872.40 48 900 MM CORRUGATED METAL CULVERT PIPE LM 2 100.00 200.00 494.49 988.98 49 300 MM REINFORCED CONCRETE CULVERT PIPE LM 5 82.50 412.50 446.34 2,231.70 50 375 MM REINFORCED CONCRETE CULVERT PIPE LM 373 85.00 31,705.00 109.88 40,985.24 51 450 MM REINFORCED CONCRETE CULVERT PIPE LM 58 86.00 4,988.00 122.06 7,079.48 52 525 MM REINFORCED CONCRETE CULVERT PIPE LM 43 87.00 3,741.00 153.40 6,596.20 53 1 060 BY 740 MM CORRUGATED METAL CULVERT LM 21 250.00 5,250.00 341.38 7,168.98 PIPE ARCH 54 525 MM REINFORCED CONCRETE CULVERT PIPE LM 35 85.00 2,975.00 182.58 6,390.30 (PERFORATED) 55 INLETS, TYPE A U 3 1,500.00 4,500.00 2,083.23 6,249.69 56 INLETS, TYPE B U 13 1,500.00 19,500.00 2,221.14 28,874.82 57 INLETS, TYPE C U 1 2,000.00 2,000.00 2,116.27 2,116.27 58 INLETS, TYPE E U 8 1,600.00 12,800.00 2,155.38 17,243.04 59 MANHOLES U 1 1,500.00 1,500.00 1,888.57 1,888.57 60 MANHOLES, 1.8 M DIAMETER U 1 3,000.00 3,000.00 4,104.52 4,104.52 61 INLET CASTINGS, TYPE E U 1 600.00 600.00 948.35 948.35 62 NEW MANHOLE CASTINGS, SQUARE FRAME, CIRCULAR U 1 800.00 800.00 1,228.15 1,228.15 COVER 63 RESET CASTINGS U 1 400.00 400.00 315.85 315.85 64 STORMWATER TREATMENT SYSTEM U 1 25,000.00 25,000.00 41,934.20 41,934.20 65 375 BY 1 040 MM CONCRETE BARRIER CURB LM 142 150.00 21,300.00 151.46 21,507.32 66 300 BY 325 MM CONCRETE SLOPING CURB LM 347 42.00 14,574.00 43.05 14,938.35 67 225 BY 400 MM CONCRETE VERTICAL CURB LM 1,152 40.00 46,080.00 42.00 48,384.00 68 NO ITEM U 0 .00 0.00 .00 0.00 69 PARKING STOPS U 7 50.00 350.00 125.24 876.68 70 CONCRETE SIDEWALK, 100 MM THICK SM 19 37.00 703.00 38.85 738.15 71 PUBLIC SIDEWALK CURB RAMP DELINEATION SM 16 10.00 160.00 101.75 1,628.00 72 BUS SHELTERS U 2 15,000.00 30,000.00 14,312.10 28,624.20 73 WET-LAID BRICK PAVING U 492 225.00 110,700.00 240.40 118,276.80 74 CONCRETE ISLAND, 100 MM THICK SM 60 37.00 2,220.00 38.85 2,331.00 75 BEAM GUIDE RAIL LM 413 40.00 16,520.00 40.95 16,912.35 76 SLOTTED GUIDE RAIL TERMINALS U 3 2,000.00 6,000.00 2,100.00 6,300.00 77 BEAM GUIDE RAIL ANCHORAGES U 2 625.00 1,250.00 656.25 1,312.50 78 RUB RAIL LM 183 22.00 4,026.00 23.10 4,227.30 79 REMOVAL OF GUIDE RAIL LM 241 6.00 1,446.00 6.30 1,518.30 80 MISCELLANEOUS CONCRETE CM 5 650.00 3,250.00 565.84 2,829.20 81 RESET FENCE LM 79 50.00 3,950.00 52.26 4,128.54 82 SNOW FENCE, PLASTIC LM 381 5.00 1,905.00 10.25 3,905.25 83 ORNAMENTAL FENCE LM 264 130.00 34,320.00 186.90 49,341.60 84 DRUMS U 36 75.00 2,700.00 75.02 2,700.72 85 BREAKAWAY BARRICADES U 18 100.00 1,800.00 133.10 2,395.80 86 PRECAST CONCRETE CURB, CONSTRUCTION BARRIER, LM 544 125.00 68,000.00 .01 5.44 TYPE 4 87 VARIABLE MESSAGE SIGNS U 2 13,000.00 26,000.00 11,550.00 23,100.00 88 CONSTRUCTION SIGNS SM 65 150.00 9,750.00 213.94 13,906.10 89 ILLUMINATED FLASHING ARROWS, 600 BY 1 200 MM U 2 4,000.00 8,000.00 3,850.00 7,700.00 90 TEMPORARY CRASH CUSHIONS, INERTIAL BARRIER U 1 2,000.00 2,000.00 4,686.83 4,686.83 SYSTEM, 10 MODULES 91 TRAFFIC STRIPES LM 666 1.35 899.10 1.42 945.72 92 TRAFFIC STRIPES, LONG LIFE, EPOXY RESIN LM 4,267 1.25 5,333.75 1.31 5,589.77 93 TRAFFIC MARKINGS, LINES LM 112 2.50 280.00 2.63 294.56 94 TRAFFIC MARKINGS, LINES, LONG LIFE, LM 247 4.25 1,049.75 4.46 1,101.62 THERMOPLASTIC 95 TRAFFIC MARKINGS, SYMBOLS, LONG LIFE, SM 34 40.00 1,360.00 40.43 1,374.62 THERMOPLASTIC 96 SIGNS SM 19 400.00 7,600.00 420.00 7,980.00 97 GUIDE SIGNS, TYPE GA, STEEL "U" POST SUPPORTS SM 3 300.00 900.00 304.50 913.50 98 GUIDE SIGN PANELS, TYPE GO SM 1 450.00 450.00 462.00 462.00 99 RELOCATE FIRE HYDRANT ASSEMBLIES U 1 1,500.00 1,500.00 1,629.10 1,629.10 100 150 MM GATE VALVES AND BOXES U 2 350.00 700.00 747.92 1,495.84 101 150 MM TAPPING SLEEVES AND VALVES U 1 400.00 400.00 1,369.91 1,369.91 102 TELEPHONE CONDUIT BANK INSTALLATION LM 239 50.00 11,950.00 24.13 5,767.07 103 150 MM DUCTILE IRON WATER PIPE, CLASS 52 LM 178 140.00 24,920.00 66.02 11,751.56 104 NO ITEM U 0 .00 0.00 .00 0.00 105 41 MM RIGID METALLIC CONDUIT, TYPE CUG LM 24 42.00 1,008.00 50.12 1,202.88 106 53 MM RIGID METALLIC CONDUIT, TYPE CUG LM 50 45.00 2,250.00 51.66 2,583.00 107 78 MM RIGID METALLIC CONDUIT, TYPE CUG LM 276 60.00 16,560.00 61.35 16,932.60 108 78 MM RIGID METALLIC CONDUIT, TYPE CUR LM 42 150.00 6,300.00 131.11 5,506.62 109 78 MM RIGID NONMETALLIC CONDUIT LM 683 40.00 27,320.00 33.08 22,593.64 110 GROUND WIRE, NO. 8 AWG LM 479 5.00 2,395.00 3.62 1,733.98 111 MULTIPLE LIGHTING WIRE, NO. 6 AWG LM 1,648 6.00 9,888.00 5.86 9,657.28 112 MULTIPLE LIGHTING WIRE, NO. 8 AWG LM 120 6.00 720.00 5.69 682.80 113 SERVICE WIRE, NO. 2 AWG LM 54 8.00 432.00 8.26 446.04 114 SERVICE WIRE, NO. 6 AWG LM 96 6.00 576.00 8.26 792.96 115 FOUNDATIONS, TYPE P-MC U 1 1,525.00 1,525.00 1,785.00 1,785.00 116 FOUNDATIONS, TYPE SPF U 3 675.00 2,025.00 850.50 2,551.50 117 FOUNDATIONS, TYPE STF U 3 2,500.00 7,500.00 2,520.00 7,560.00 118 FOUNDATIONS, TYPE SFK U 1 1,070.00 1,070.00 987.00 987.00 119 FOUNDATIONS, TYPE 1M U 1 1,255.00 1,255.00 840.00 840.00 120 JUNCTION BOX FOUNDATIONS U 15 1,500.00 22,500.00 1,239.00 18,585.00 121 965 MM JUNCTION BOXES U 2 2,500.00 5,000.00 1,890.00 3,780.00 122 450 BY 900 MM JUNCTION BOXES U 23 1,200.00 27,600.00 850.50 19,561.50 123 RIGID NON-METALLIC MULTIDUCT LM 20 140.00 2,800.00 58.91 1,178.20 CONDUIT, TYPE MCB 124 LOOP DETECTOR LM 274 30.50 8,357.00 29.63 8,118.62 125 LOOP DETECTOR LEAD LM 821 5.00 4,105.00 5.00 4,105.00 126 METER CABINETS, TYPE TL U 1 2,000.00 2,000.00 2,047.50 2,047.50 127 PEDESTAL ASSEMBLIES, TYPE P-1 U 1 2,500.00 2,500.00 2,419.20 2,419.20 128 PUSH BUTTON ASSEMBLIES U 2 135.00 270.00 199.50 399.00 129 PUSH BUTTON STANDARDS U 1 700.00 700.00 780.15 780.15 130 TRAFFIC SIGNAL ASSEMBLIES, TYPE 7.6MA-2 U 1 5,000.00 5,000.00 6,074.25 6,074.25 131 TRAFFIC SIGNAL ASSEMBLIES, TYPE 10.7S-1 U 2 4,000.00 8,000.00 4,945.50 9,891.00 132 NO ITEM U 0 .00 0.00 .00 0.00 133 TRAFFIC SIGNAL ASSEMBLIES, TYPE C-1 U 4 1,400.00 5,600.00 1,470.00 5,880.00 134 TRAFFIC SIGNAL ASSEMBLIES, TYPE MM-1 U 2 1,775.00 3,550.00 1,522.50 3,045.00 135 TRAFFIC SIGNAL CABLE, 2 CONDUCTOR LM 62 5.00 310.00 4.99 309.38 136 TRAFFIC SIGNAL CABLE, 5 CONDUCTOR LM 381 6.00 2,286.00 5.86 2,232.66 137 TRAFFIC SIGNAL CABLE, 10 CONDUCTOR LM 662 7.50 4,965.00 7.23 4,786.26 138 TRAFFIC SIGNAL STANDARDS, TYPE S U 2 3,200.00 6,400.00 4,032.00 8,064.00 139 TRAFFIC SIGNAL STANDARDS, TYPE K U 1 2,200.00 2,200.00 2,682.75 2,682.75 140 REMOVE AND REINSTALL RED SIGNAL AHEAD PEDESTA U 1 1,500.00 1,500.00 997.50 997.50 141 TRAFFIC SIGNAL ASSEMBLIES, TYPE 15.2S-3 U 1 6,600.00 6,600.00 8,547.00 8,547.00 142 TRAFFIC SIGNAL STANDARDS, TYPE SC U 1 4,000.00 4,000.00 4,719.75 4,719.75 143 LIGHTING ARM ASSEMBLIES, TYPE L-4.6SA-V U 1 2,000.00 2,000.00 1,869.00 1,869.00 144 LIGHTING STANDARD ASSEMBLIES, TYPE L-4.6-V-X U 2 2,500.00 5,000.00 2,840.25 5,680.50 145 METER CABINETS, TYPE 1M U 1 7,500.00 7,500.00 5,145.00 5,145.00 146 LIGHTING STANDARD ASSEMBLIES, TYPE U 12 2,700.00 32,400.00 2,996.70 35,960.40 L-E-S-12.2-Y 147 LIGHTING STANDARD ASSEMBLIES, U 1 3,810.00 3,810.00 4,278.75 4,278.75 TYPE L-E-S-12.2-Y-2 148 NO ITEM U 0 .00 0.00 .00 0.00 149 NO ITEM U 0 .00 0.00 .00 0.00 150 TOPSOILING, 100 MM THICK SM 3,667 1.50 5,500.50 1.58 5,793.86 151 FERTILIZING AND SEEDING, TYPE A-3 SM 3,667 .40 1,466.80 .45 1,650.15 152 FERTILIZING AND SEEDING, TYPE F SM 367 .40 146.80 .45 165.15 153 STRAW MULCHING SM 4,034 .40 1,613.60 .45 1,815.30 154 NONVEGETATIVE SURFACE, BITUMINOUS CONCRETE SM 779 15.00 11,685.00 23.10 17,994.90 155 HEMEROCALLIS, # SP5 CONTAINER, 1 TO 2 FAN U 130 13.00 1,690.00 13.65 1,774.50 DIVISION, HEAVY ROOT SYSTEM 156 NARCISSUS, BULBS U 285 1.20 342.00 1.26 359.10 157 AMELANCHIER CANDENSIS, B&B, U 4 215.00 860.00 225.75 903.00 3.0 TO 3.6 M HIGH 158 GLEDITSIA TRIACANTHOS INERMIS 'SHADEMASTER'. U 4 315.00 1,260.00 330.75 1,323.00 B&B, 80 TO 90 MM CALIPER, 4.2 TO 4.8 M HIGH BRANCHED 1.8 TO 2.0 M HIGH 159 JUNIPERUS CHINESIS SARGENTII. CANS, U 472 19.00 8,968.00 19.95 9,416.40 0.5 TO 0.6 M SPREAD 160 PINUS STROBUS, B&B, 3.0 TO 3.6 M HIGH U 8 235.00 1,880.00 246.75 1,974.00 161 POTENTILLA FRUTICOSA GOLDFINGER, U 265 14.00 3,710.00 14.70 3,895.50 #3 CONTAINER, 0.5 TO 0.6 M HIGH 162 BENCHES U 6 1,000.00 6,000.00 1,287.37 7,724.22 163 TREE GRATES U 3 1,000.00 3,000.00 2,131.80 6,395.40 164 WOOD MULCHING SM 677 3.25 2,200.25 3.41 2,308.57 165 WOOD MULCHING, 50 MM THICK SM 24 2.25 54.00 2.36 56.64 166 TOPSOIL CM 50 20.00 1,000.00 21.00 1,050.00 167 WATERING CM 38 40.00 1,520.00 42.00 1,596.00 168 TOPSOIL STABILIZATION MATTING SM 413 3.25 1,342.25 3.41 1,408.33 169 MOWING SM 3,700 .10 370.00 .11 407.00 170 NO ITEM U 0 .00 0.00 .00 0.00 171 NO ITEM U 0 .00 0.00 .00 0.00 RETAINING WALL 172 COARSE AGGREGATE LAYER CM 50 60.00 3,000.00 75.30 3,765.00 173 FOUNDATION EXCAVATION CM 490 25.00 12,250.00 24.91 12,205.90 174 CONCRETE IN STRUCTURES, FOOTINGS CM 98 375.00 36,750.00 258.33 25,316.34 175 CONCRETE IN STRUCTURES, RETAINING WALLS CM 78 685.00 53,430.00 688.30 53,687.40 176 CONCRETE IN SUPERSTRUCTURE, PARAPETS LM 114 325.00 37,050.00 354.55 40,418.70 177 REINFORCEMENT STEEL IN STRUCTURES KG 8,000 1.65 13,200.00 2.03 16,240.00 178 REINFORCEMENT STEEL IN STRUCTURES, EPOXY KG 5,400 2.00 10,800.00 2.80 15,120.00 COATED 179 TEMPORARY SHEETING SM 220 525.00 115,500.00 543.24 119,512.80 SUMMARY OF AMOUNTS ROAD ITEMS $ 1,816,982.00 $ 1,952,617.14 BRIDGE ITEMS $ 281,980.00 $ 286,266.14 SUB-TOTAL AMOUNTS FOR BRIDGE WORK RETAINING WALL $ 281,980.00 $ 286,266.14 AGREE AGREE (HEADER) LOW BID =$ 2,098,962.00 (HEADER) 2ND LOW BID =$ 2,238,883.28 COMPUTED LOW BID =$ 2,098,962.00 COMPUTED 2ND LOW BID =$ 2,238,883.28 COMPUTED LOW BID =$ 2,098,962.00 COMPUTED 2ND LOW BID =$ 2,238,883.28