CPSBIDFM-1 DEPARTMENT OF TRANSPORTATION PAGE 1 CONSTRUCTION SERVICES/PROCUREMENT DIVISION TRENTON, NEW JERSEY TABULATION OF BIDS AND UNIT PRICES U.S. ROUTES 206 & 73 MAINTENANCE DRAINAGE CONTRACT NO. 2000-1 DRAINAGE IMPROVEMENTS U.S. 206 TOWNSHIPS OF SOUTHHAMPTON AND TABERNACLE BURLINGTON COUNTY. U.S. ROUTE 73 TOWNSHIP OF BERLIN CAMDEN COUNTY D.P. NO. 00416 BIDS RECEIVED JUNE 15, 2000 CONTRACT AWARD DATE JULY 21, 2000 BIDDERS TOTAL PRICE BID 1 . COMMAND CO $ 380,883.25 135 HARTFORD RD MEDFORD NJ08055 2 . CRISDEL GP INC $ 397,011.46 240 RYAN ST SO PLAINFIELD NJ07080 3 . PHA INC $ 492,452.00 609 W. WHITE HORSE PIKE COLOGNE NJ08213 4 . AGATE CONSTR CO INC $ 556,412.75 PO#107 KINGS HWY & RT#83 OCEAN VIEW NJ08230 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 2,500.00 2,500.00 2,825.00 2,825.00 2 FINAL CLEANUP LS 1 10,000.00 10,000.00 4,094.20 4,094.20 3 CONSTRUCTION LAYOUT LS 1 18,000.00 18,000.00 1.00 1.00 4 OFFICE EQUIPMENT LS 1 4,000.00 4,000.00 5,500.00 5,500.00 5 CELLULAR PHONE AND PAGER SERVICE LS 1 1,140.00 1,140.00 1,284.36 1,284.36 6 OWNER'S AND CONTRACTOR'S PROTECTIVE LS 1 1,000.00 1,000.00 1,020.00 1,020.00 LIABILITY INSURANCE 7 MOBILIZATION LS 1 30,000.00 30,000.00 83,703.02 83,703.02 8 NO ITEM U 0 .00 0.00 .00 0.00 9 BREAKAWAY BARRICADES U 47 200.00 9,400.00 .01 .47 10 CONSTRUCTION IDENTIFICATION SIGNS, U 4 1,000.00 4,000.00 933.35 3,733.40 1 200 BY 2 400 MM 11 CONSTRUCTION SIGNS SM 80 120.00 9,600.00 .01 .80 12 DRUMS U 95 150.00 14,250.00 .01 .95 13 TRAFFIC CONTROL TRUCKS WITH MOUNTED U 3 5,000.00 15,000.00 100.00 300.00 CRASH CUSHIONS 14 ILLUMINATED FLASHING ARROWS, U 3 1,200.00 3,600.00 100.00 300.00 1 200 BY 2 400 MM 15 TRAFFIC DIRECTORS, FLAGGERS HRS 200 70.00 14,000.00 55.52 11,104.00 16 PRECAST CONCRETE CURB, CONSTRUCTION BARRIER, LM 210 155.00 32,550.00 102.62 21,550.20 TYPE 1 17 TEMPORARY CRASH CUSHIONS, QUADGUARD, U 2 5,700.00 11,400.00 22,330.00 44,660.00 6 BAYS, 760 MM WIDE 18 SILT FENCE LM 565 7.00 3,955.00 6.12 3,457.80 19 COARSE AGGREGATE, SIZE NO. 8 CM 6 34.00 204.00 32.08 192.48 20 INLET FILTERS U 26 80.00 2,080.00 24.16 628.16 21 ROADWAY EXCAVATION, TEMPORARY EROSION CONTROL CM 170 13.00 2,210.00 12.28 2,087.60 22 CLEARING SITE LS 1 5,000.00 5,000.00 6,518.60 6,518.60 23 ROADWAY EXCAVATION, UNCLASSIFIED CM 48 80.00 3,840.00 57.80 2,774.40 24 REMOVAL OF CONCRETE BASE COURSE AND SM 59 100.00 5,900.00 55.99 3,303.41 CONCRETE SURFACE COURSES 25 DITCH EXCAVATION, UNCLASSIFIED CM 107 23.55 2,519.85 38.48 4,117.36 26 TEMPORARY STREAM DIVERSION U 2 2,500.00 5,000.00 2,926.00 5,852.00 27 STRIPPING HA 1 6,200.00 6,200.00 3,077.80 3,077.80 28 DENSE GRADED AGGREGATE BASE COURSE, SM 114 33.00 3,762.00 28.98 3,303.72 150 MM THICK 29 BITUMINOUS CONCRETE DRIVEWAY, 150 MM THICK SM 63 24.00 1,512.00 61.25 3,858.75 30 BITUMINOUS-STABILIZED BASE COURSE, MIX I-2 MGR 78 66.00 5,148.00 62.62 4,884.36 31 BITUMINOUS CONCRETE SURFACE COURSE MIX I-4 HD MGR 43 81.00 3,483.00 92.82 3,991.26 32 SEALING OF CRACKS IN BITUMINOUS CONCRETE LM 364 15.00 5,460.00 7.74 2,817.36 SURFACE COURSE 33 750 MM REINFORCED CONCRETE CULVERT PIPE, LM 176 175.00 30,800.00 166.31 29,270.56 CLASS IV 34 900 MM REINFORCED CONCRETE CULVERT PIPE, LM 3 230.00 690.00 505.19 1,515.57 CLASS IV 35 750 MM CORRUGATED ALUMINUM ALLOY CULVERT PIPE LM 2 240.00 480.00 512.97 1,025.94 36 450 MM REINFORCED CONCRETE CULVERT PIPE, LM 82 175.00 14,350.00 265.01 21,730.82 CLASS IV 37 600 MM REINFORCED CONCRETE CULVERT PIPE, LM 28 300.00 8,400.00 356.54 9,983.12 CLASS IV 38 450 MM REINFORCED CONCRETE END SECTIONS U 1 1,000.00 1,000.00 783.01 783.01 39 1 050 MM REINFORCED CONCRETE CULVERT PIPE, LM 19 400.00 7,600.00 631.85 12,005.15 CLASS IV 40 INLETS, TYPE A U 2 1,800.00 3,600.00 1,858.37 3,716.74 41 INLETS, TYPE B U 5 1,900.00 9,500.00 2,115.02 10,575.10 42 INLETS, TYPE E U 8 1,900.00 15,200.00 2,079.46 16,635.68 43 INLETS, TYPE X U 1 4,000.00 4,000.00 3,944.82 3,944.82 44 MANHOLES, 1.5 M DIAMETER U 4 2,000.00 8,000.00 3,098.15 12,392.60 45 225 BY 400 MM CONCRETE VERTICAL CURB LM 98 49.30 4,831.40 77.72 7,616.56 46 CONCRETE HEADWALLS CM 8 825.00 6,600.00 1,073.60 8,588.80 47 INLETS, TYPE X1 U 1 4,000.00 4,000.00 3,903.81 3,903.81 48 REMOVABLE PAVEMENT MARKING TAPE LM 1,179 3.65 4,303.35 4.02 4,739.58 49 TRAFFIC STRIPES, LONG LIFE, EPOXY RESIN LM 1,072 1.50 1,608.00 1.65 1,768.80 50 REMOVAL OF TRAFFIC STRIPES AND MARKINGS LM 1,179 1.30 1,532.70 1.43 1,685.97 51 RIPRAP STONE CHANNEL PROTECTION, 300 MM THICK SM 15 120.00 1,800.00 64.22 963.30 (D50=150 MM) 52 TOPSOILING, 100 MM THICK SM 2,100 2.40 5,040.00 1.93 4,053.00 53 TURF REPAIR STRIP LM 34 7.00 238.00 7.15 243.10 54 FERTILIZING AND SEEDING, TYPE A-3 SM 2,100 .50 1,050.00 .55 1,155.00 55 STRAW MULCHING SM 2,315 .50 1,157.50 .55 1,273.25 56 RIPRAP STONE CHANNEL PROTECTION, 150 MM THICK SM 47 115.00 5,405.00 54.47 2,560.09 57 PRIME COAT L 200 .30 60.00 .01 2.00 58 EARTH EXCAVATION FOR TEST PITS CM 6 16.70 100.20 92.58 555.48 59 FERTILIZING AND SEEDING, TYPE F SM 215 .50 107.50 .55 118.25 60 MOWING SM 4,630 .15 694.50 .16 740.80 61 TOPSOIL STABILIZATION MATTING SM 345 3.25 1,121.25 3.58 1,235.10 62 225 BY 450 MM CONCRETE VERTICAL CURB LM 15 60.00 900.00 85.80 1,287.00 SUMMARY OF AMOUNTS ROAD ITEMS $ 380,883.25 $ 397,011.46 BRIDGE ITEMS 0.00 0.00 SUB-TOTAL AMOUNTS FOR BRIDGE WORK AGREE AGREE (HEADER) LOW BID =$ 380,883.25 (HEADER) 2ND LOW BID =$ 397,011.46 COMPUTED LOW BID =$ 380,883.25 COMPUTED 2ND LOW BID =$ 397,011.46 COMPUTED LOW BID =$ 380,883.25 COMPUTED 2ND LOW BID =$ 397,011.46