CPSBIDFM-1 DEPARTMENT OF TRANSPORTATION PAGE 1 CONSTRUCTION SERVICES/PROCUREMENT DIVISION TRENTON, NEW JERSEY TABULATION OF BIDS AND UNIT PRICES REALIGNMENT OF VERNON GLENWOOD ROAD (COUNTY ROUTE 517) AND GLENWOOD MARTIN STATION ROAD INTERSECTION IMPROVEMENTS (COUNTY ROUTES 565 & 667) SUSSEX COUNTY FEDERAL PROJECT NO. STP-0395(109) D.P. NO. 00140 BIDS RECEIVED OCTOBER 26, 2000 CONTRACT AWARD DATE NOVEMBER 15, 2000 BIDDERS TOTAL PRICE BID 1 . STROUD-HOPLER INC $ 3,008,557.74 P.O.B. 516 BERKSHIRE VAL RDKENVIL NJ07847 2 . MARSELLIS WARNER CORP $ 3,325,832.08 10 BALDWIN STREET MONTCLAIR NJ07042 3 . PARSIPPANY CONSTR CO INC $ 3,961,111.00 115 RT 46 WEST STE #E-39 MOUNTAIN LAKES NJ07046 4 . CRISDEL GP INC $ 4,163,521.40 240 RYAN ST SO PLAINFIELD NJ07080 5 . CARBRO CONSTRUCTORS CORP $ 4,275,030.90 605 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 15,000.00 15,000.00 17,500.00 17,500.00 2 FINAL CLEANUP LS 1 5,800.00 5,800.00 11,500.00 11,500.00 3 CONSTRUCTION LAYOUT LS 1 46,000.00 46,000.00 74,750.00 74,750.00 4 FIELD OFFICE TYPE B SET-UP U 1 15,410.00 15,410.00 5,750.00 5,750.00 5 FIELD OFFICE TYPE B MAINTENANCE MO 16 2,070.00 33,120.00 1,550.00 24,800.00 6 TELEPHONE SERVICE LS 1 3,750.00 3,750.00 3,750.00 3,750.00 7 FUEL PRICE ADJUSTMENT LS 1 59,900.00 59,900.00 59,900.00 59,900.00 8 TRAINEES HRS 1,000 1.00 1,000.00 .01 10.00 9 OWNER'S AND CONTRACTOR'S PROTECTIVE LS 1 3,680.00 3,680.00 2,750.00 2,750.00 LIABILITY INSURANCE 10 PROGRESS SCHEDULE LS 1 2,875.00 2,875.00 1,725.00 1,725.00 11 MOBILIZATION LS 1 131,000.00 131,000.00 184,500.00 184,500.00 12 CLEARING SITE LS 1 42,000.00 42,000.00 37,000.00 37,000.00 13 CLEARING SITE, TANK REMOVAL LS 1 1,035.00 1,035.00 1,725.00 1,725.00 14 DEMOLITION OF BUILDING LS 1 19,300.00 19,300.00 12,650.00 12,650.00 15 BREAKING BITUMINOUS CONCRETE SM 1,500 1.50 2,250.00 2.32 3,480.00 16 STRIPPING HA 2 3,100.00 6,200.00 10,436.00 20,872.00 17 ROADWAY EXCAVATION, UNCLASSIFIED CM 17,503 15.30 267,795.90 22.31 390,491.93 18 ROCK EXCAVATION, SUBSURFACE STRUCTURES CM 50 112.00 5,600.00 172.00 8,600.00 19 SAWCUTTING LM 199 6.00 1,194.00 5.75 1,144.25 20 TEMPORARY STONE CHECK DAM CM 50 42.00 2,100.00 46.00 2,300.00 21 CONSTRUCTION DRIVEWAY MGR 100 21.00 2,100.00 20.70 2,070.00 22 BORROW EXCAVATION, SELECTED MATERIAL CM 468 34.00 15,912.00 28.75 13,455.00 23 BORROW EXCAVATION, ZONE 3 CM 1,830 16.90 30,927.00 25.30 46,299.00 24 BORROW EXCAVATION, CLASS II DAM CM 5,014 28.25 141,645.50 31.00 155,434.00 25 BORROW EXCAVATION, CLASS III DAM CM 178 30.60 5,446.80 33.35 5,936.30 26 BORROW EXCAVATION, DRAINAGE BLANKET CM 121 75.00 9,075.00 37.95 4,591.95 27 CHANNEL EXCAVATION, EARTH CM 116 20.00 2,320.00 46.00 5,336.00 28 DITCH EXCAVATION, EARTH CM 10 20.00 200.00 69.00 690.00 29 REMOVAL OF ASBESTOS, PARCEL NO. 200 AND 200B LS 1 40,000.00 40,000.00 8,050.00 8,050.00 30 EARTH EXCAVATION FOR TEST PITS CM 40 100.00 4,000.00 230.00 9,200.00 31 PIPE BEDDING, CLASS C CM 625 19.35 12,093.75 34.50 21,562.50 32 SUBBASE CM 2,743 40.95 112,325.85 30.75 84,347.25 33 SILT FENCE LM 1,803 6.80 12,260.40 3.83 6,905.49 34 INLET FILTERS U 29 45.00 1,305.00 28.75 833.75 35 INLET PROTECTION, HAYBALE BARRIER U 37 35.00 1,295.00 28.75 1,063.75 36 ROADWAY EXCAVATION, TEMPORARY EROSION CONTROL CM 790 10.50 8,295.00 .01 7.90 37 HAYBALES U 200 7.00 1,400.00 6.90 1,380.00 38 DENSE-GRADED AGGREGATE BASE COURSE, 125 MM TH SM 20,396 4.95 100,960.20 5.11 104,223.56 ICK 39 COARSE AGGREGATE, SIZE NO. 2 CM 40 145.00 5,800.00 34.50 1,380.00 40 COARSE AGGREGATE, SIZE NO. 8 CM 40 145.00 5,800.00 34.50 1,380.00 41 BITUMINOUS-STABILIZED BASE COURSE, MIX I-2 MGR 4,631 41.80 193,575.80 48.68 225,437.08 42 NO ITEM U 0 .00 0.00 .00 0.00 43 BITUMINOUS CONCRETE SURFACE COURSE MIX I-5 MGR 3,711 44.35 164,582.85 46.48 172,487.28 44 TACK COAT L 6,218 .88 5,471.84 .92 5,720.56 45 PRIME COAT L 19,813 .50 9,906.50 .23 4,556.99 46 ASPHALT PRICE ADJUSTMENT LS 1 90,300.00 90,300.00 90,300.00 90,300.00 47 TEMPORARY SHEETING SM 1,490 71.00 105,790.00 100.00 149,000.00 48 GABIONS CM 3 345.00 1,035.00 515.00 1,545.00 49 NO ITEM U 0 .00 0.00 .00 0.00 50 UNDERDRAIN, TYPE F LM 453 54.22 24,561.66 38.00 17,214.00 51 375 MM HEAVY DUTY POLYETHYLENE CULVERT PIPE LM 266 97.50 25,935.00 98.00 26,068.00 52 300 MM CORRUGATED METAL CULVERT PIPE LM 3 105.00 315.00 116.40 349.20 53 375 MM REINFORCED CONCRETE CULVERT PIPE LM 24 102.00 2,448.00 140.50 3,372.00 54 450 MM REINFORCED CONCRETE CULVERT PIPE LM 637 69.00 43,953.00 160.80 102,429.60 55 600 MM REINFORCED CONCRETE CULVERT PIPE LM 52 90.00 4,680.00 192.60 10,015.20 56 750 MM REINFORCED CONCRETE CULVERT PIPE LM 31 114.00 3,534.00 224.20 6,950.20 57 900 MM REINFORCED CONCRETE CULVERT PIPE LM 72 154.00 11,088.00 263.45 18,968.40 58 1 200 MM REINFORCED CONCRETE CULVERT PIPE LM 132 230.00 30,360.00 347.50 45,870.00 59 375 MM HEVY DUTY POLYETHYLENE END SECTIONS U 2 80.00 160.00 250.00 500.00 60 INLETS, TYPE A U 23 1,180.00 27,140.00 1,490.00 34,270.00 61 INLETS, TYPE B U 12 1,640.00 19,680.00 1,880.00 22,560.00 62 450 MM DUCTILE IRON CULVERT PIPE LM 7 160.00 1,120.00 138.00 966.00 63 INLETS, TYPE E U 8 1,510.00 12,080.00 1,794.00 14,352.00 64 LEACHING BASIN U 1 3,500.00 3,500.00 1,900.00 1,900.00 65 NO ITEM U 0 .00 0.00 .00 0.00 66 INLETS CONVERTED TO MANHOLES U 1 1,730.00 1,730.00 1,541.00 1,541.00 67 RECONSTRUCTED INLETS, TYPE A, USING EXISTING U 1 1,174.52 1,174.52 690.00 690.00 CASTING 68 MANHOLES U 6 1,215.00 7,290.00 1,495.00 8,970.00 69 VARIABLE MESSAGE SIGNS U 2 27,500.00 55,000.00 1,150.00 2,300.00 70 MISCELLANEOUS CONCRETE CM 240 200.00 48,000.00 230.00 55,200.00 71 225 BY 550 MM CONCRETE VERTICAL CURB LM 361 41.10 14,837.10 49.45 17,851.45 72 RESET GRANITE CURB LM 160 71.00 11,360.00 74.75 11,960.00 73 CONCRETE SIDEWALK, 100 MM THICK SM 9 56.25 506.25 126.50 1,138.50 74 BITUMINOUS CONCRETE DRIVEWAY, 150 MM THICK SM 1,186 11.00 13,046.00 43.70 51,828.20 75 CONCRETE HEADWALLS CM 53 1,500.00 79,500.00 805.00 42,665.00 76 MONUMENTS U 23 115.00 2,645.00 402.00 9,246.00 77 MONUMENT BOXES U 1 460.00 460.00 690.00 690.00 78 BEAM GUIDE RAIL LM 789 41.98 33,122.22 42.00 33,138.00 79 SLOTTED GUIDE RAIL TERMINALS U 7 2,185.00 15,295.00 2,180.00 15,260.00 80 REMOVAL OF GUIDE RAIL LM 12 30.20 362.40 6.90 82.80 81 CHAIN-LINK FENCE, 1.8 M HIGH LM 40 112.99 4,519.60 75.90 3,036.00 82 CHAIN-LINK FARM-TYPE FUNCE, 300 MM HIGH LM 55 56.45 3,104.75 75.90 4,174.50 83 SNOW FENCE, PLASTIC LM 1,436 4.00 5,744.00 13.80 19,816.80 84 RIPRAP STONE DAM PROTECTION, 300 MM THICK SM 506 75.00 37,950.00 23.95 12,118.70 85 RIPRAP STONE SLOPE PROTECTION, 225 MM THICK ( SM 33 56.00 1,848.00 23.95 790.35 D50=75 MM) 86 RIPRAP STONE SLOPE PROTECTION, 300 MM THICK ( SM 123 61.00 7,503.00 23.95 2,945.85 D50=75 MM) 87 RIPRAP STONE SLOPE PROTECION, 300 MM THICK (D SM 66 75.00 4,950.00 23.95 1,580.70 50=125 MM) 88 RIPRAP STONE SLOPE PROTECTION, 300 MM THICK ( SM 112 103.00 11,536.00 23.95 2,682.40 D50=200 MM) 89 RUBBLE RIPRAP WALLS CM 1 750.00 750.00 230.00 230.00 90 BREAKAWAY BARRICADES U 16 135.00 2,160.00 172.00 2,752.00 91 PRECAST CONCRETE CURB, CONSTRUCTION BARRIER, LM 372 100.00 37,200.00 76.00 28,272.00 TYPE 4 92 PRECAST CONCRETE CURB, CONSTRUCTION BARRIER, LM 108 100.00 10,800.00 115.00 12,420.00 TYPE 6 93 DRUMS U 250 75.00 18,750.00 75.00 18,750.00 94 CONSTRUCTION SIGNS SM 145 265.50 38,497.50 155.25 22,511.25 95 ILLUMINATED FLASHING ARROWS, 600 BY 1 200 MM U 5 1,210.00 6,050.00 920.00 4,600.00 96 TRAFFIC CONTROL TRUCKS WITH MOUNTED U 4 13,200.00 52,800.00 2,875.00 11,500.00 CRASH CUSHIONS 97 TEMPORARY CRASH CUSHIONS, QUADGUARD, U 8 15,700.00 125,600.00 6,900.00 55,200.00 3 BAYS, 610 MM WIDE 98 REMOVABLE PAVEMENT MARKING TAPE LM 800 4.50 3,600.00 4.53 3,624.00 99 TRAFFIC DIRECTORS, FLAGGERS HRS 1,400 44.70 62,580.00 46.00 64,400.00 100 TRAFFIC STRIPES, LONG LIFE, EPOXY RESIN LM 5,110 1.30 6,643.00 1.29 6,591.90 101 TRAFFIC MARKINGS, LINES, LONG LIFE, LM 222 3.75 832.50 3.77 836.94 THERMOPLASTIC 102 TWO-WAY PLOWABLE BI-DIRECTIONAL U 30 57.50 1,725.00 57.50 1,725.00 AMBER PAVEMENT REFLECTORS AND CASTINGS 103 REMOVAL OF TRAFFIC STRIPES AND MARKINGS LM 350 2.80 980.00 2.83 990.50 104 GUIDE SIGNS, TYPE GA, STEEL "U" POST SUPPORTS SM 14 210.00 2,940.00 420.00 5,880.00 105 EXISTING SIGNS, STEEL U-POST SUPPORTS U 16 147.00 2,352.00 115.00 1,840.00 106 FLEXIBLE DELINEATORS, GUIDE RAIL MOUNTED U 51 20.70 1,055.70 20.70 1,055.70 107 TOPSOILING, 100 MM THICK SM 18,453 1.50 27,679.50 1.50 27,679.50 108 FERTILIZING AND SEEDING, TYPE A-3 SM 18,453 .40 7,381.20 .40 7,381.20 109 STRAW MULCHING SM 20,323 .40 8,129.20 .40 8,129.20 110 NONVEGETATIVE SURFACE, BITUMINOUS CONCRETE SM 1,516 8.25 12,507.00 20.35 30,850.60 111 FERTILIZING AND SEEDING, TYPE F SM 1,870 .35 654.50 .35 654.50 112 ACER RUBRUM, BR, 25 TO 30 MM CALIPER, U 11 103.50 1,138.50 98.00 1,078.00 2.5 TO 3.0 M HIGH 113 ACER RUBRUM "RED SUNSET", B&B, 60 TO 80 MM U 42 287.50 12,075.00 270.00 11,340.00 CALIPER, 4.2 TO 4.8 M HIGH 114 FRAXINUS PENNSYLVANICA, BR, 25 TO 30 MM U 12 103.50 1,242.00 98.00 1,176.00 CALIPER, 2.5 TO 3.0 M HIGH 115 QUERCUS PALUSTRIS, BR, 25 TO 30 MM CALIPER, U 14 103.50 1,449.00 98.00 1,372.00 2.5 TO 3.0 M HIGH 116 QUERCUS RUBRA, BR, 25 TO 30 MM CALIPER, U 11 103.50 1,138.50 98.00 1,078.00 2.5 TO 3.0 M HIGH 117 ILEX 'NELLIE R. STEVENS', B&B, U 8 345.00 2,760.00 224.00 1,792.00 1.8 TO 2.5 M HIGH 118 PINUS STROBUS, B&B, 2.0 TO 2.5 M HIGH U 11 172.50 1,897.50 166.00 1,826.00 119 THUJA OCCIDENTALIS "NIGRA", B&B, 2.0-2.5 M HI U 87 184.00 16,008.00 126.00 10,962.00 GH 120 MALUS "PRAIRIFIRE", B&B, 45-50 MM CALIPER 2.0 U 39 241.50 9,418.50 155.00 6,045.00 -2.5 MM HIGH 121 FORSYTHIA VIRIDISSIMA "BRONXENSIS", #2 CAN, 0 U 36 28.75 1,035.00 15.00 540.00 .3-0.4 M HIGH 122 LINDERA BENZOIN, BR, 0.5 TO 0.6 M HIGH U 11 28.75 316.25 15.00 165.00 123 VIBURNUM TOMENTOSUM, BR, 0.6 TO 0.9 M HIGH U 12 34.50 414.00 17.00 204.00 124 WILDFLOWER SEEDING SM 110 5.75 632.50 3.74 411.40 125 PYRUS CALLERYANA "REDSPIRE", B&B, 80 TO 90 MM U 6 310.50 1,863.00 356.00 2,136.00 CALIPER, 3.6 TO 4.2 M HIGH 126 NO ITEM U 0 .00 0.00 .00 0.00 127 NO ITEM U 0 .00 0.00 .00 0.00 128 NO ITEM U 0 .00 0.00 .00 0.00 129 NO ITEM U 0 .00 0.00 .00 0.00 130 NO ITEM U 0 .00 0.00 .00 0.00 RETAINING WALLS 131 RETAINING WALL, LOCATION NUMBER 1 SM 150 555.00 83,250.00 744.00 111,600.00 132 RETAINING WALL, LOCATION NUMBER 2 SM 70 545.00 38,150.00 839.00 58,730.00 133 RETAINING WALL, LOCATION NUMBER 3 SM 110 535.00 58,850.00 565.00 62,150.00 134 TEMPORARY SHEETING SM 602 40.50 24,381.00 235.00 141,470.00 135 NO ITEM U 0 .00 0.00 .00 0.00 SUMMARY OF AMOUNTS ROAD ITEMS $ 2,803,926.74 $ 2,951,882.08 BRIDGE ITEMS $ 204,631.00 $ 373,950.00 SUB-TOTAL AMOUNTS FOR BRIDGE WORK RETAINING WALLS $ 204,631.00 $ 373,950.00 AGREE AGREE (HEADER) LOW BID =$ 3,008,557.74 (HEADER) 2ND LOW BID =$ 3,325,832.08 COMPUTED LOW BID =$ 3,008,557.74 COMPUTED 2ND LOW BID =$ 3,325,832.08 COMPUTED LOW BID =$ 3,008,557.74 COMPUTED 2ND LOW BID =$ 3,325,832.08