CPSBIDFM-1 DEPARTMENT OF TRANSPORTATION PAGE 1 CONSTRUCTION SERVICES/PROCUREMENT DIVISION TRENTON, NEW JERSEY TABULATION OF BIDS AND UNIT PRICES ROUTE U.S. 9 (1953), SECTION 17B BRIDGE OVER BASS RIVER FROM VICINITY OF GARDEN STATE PARKWAY TO VICINITY OF W. GREENBUSH ROAD, TOWNSHIP OF BASS RIVER, COUNTY OF BURLINGTON FEDERAL PROJECT NUMBER: BRF-1 (209) D.P. NO. 02114 BIDS RECEIVED JUNE 04, 2002 CONTRACT AWARD DATE JUNE 20, 2002 BIDDERS TOTAL PRICE BID 1 . J FLETCHER CREAMER & SON INC $ 12,693,788.00 101 E BROADWAY HACKENSACK NJ07601 2 . J H REID GENERAL CONTRA $ 12,920,600.00 3230 HAMILTON BOULEVARD SO PLAINFIELD NJ07080 3 . ROSANGELA CONTRACTING CO INC $ 14,059,433.85 P O BOX M CLIFFWOOD NJ07721 4 . AGATE CONSTR CO INC $ 14,495,547.15 PO#107 KINGS HWY & RT#83 OCEAN VIEW NJ08230 5 . NORTHEAST CONSTR INC $ 14,788,955.75 100 RT#70 BOX#2040 LAKEWOOD NJ08701 6 . MERCO INC T/A MERCO INC OF NJ $ 14,937,414.00 1117 RT#31 S LEBANON NJ08833 7 . M J PAQUET INC $ 16,478,138.10 342 COMMERCIAL AVE PALASADES PARK NJ07650 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 40,000.00 40,000.00 65,000.00 65,000.00 2 FINAL CLEANUP LS 1 10,000.00 10,000.00 10,000.00 10,000.00 3 CONSTRUCTION LAYOUT LS 1 75,000.00 75,000.00 125,000.00 125,000.00 4 FIELD OFFICE TYPE D SET-UP U 1 30,000.00 30,000.00 60,000.00 60,000.00 5 FIELD OFFICE TYPE D MAINTENANCE MO 25 1,000.00 25,000.00 2,000.00 50,000.00 6 TELEPHONE SERVICE LS 1 8,000.00 8,000.00 8,000.00 8,000.00 7 FUEL PRICE ADJUSTMENT LS 1 25,000.00 25,000.00 25,000.00 25,000.00 8 TRAINEES HRS 14,000 1.00 14,000.00 .10 1,400.00 9 OWNER'S AND CONTRACTOR'S PROTECTIVE LS 1 25,000.00 25,000.00 11,500.00 11,500.00 LIABILITY INSURANCE 10 PROGRESS SCHEDULE LS 1 15,000.00 15,000.00 1,000.00 1,000.00 11 MOBILIZATION LS 1 646,583.30 646,583.30 1,292,022.60 1,292,022.60 12 MATERIALS FIELD LABORATORY SET-UP U 1 30,000.00 30,000.00 5,000.00 5,000.00 13 MATERIALS FIELD LABORATORY MAINTENANCE MO 23 1,000.00 23,000.00 500.00 11,500.00 14 NUCLEAR DENSITY GAUGE U 1 7,500.00 7,500.00 3,500.00 3,500.00 15 NO ITEM U 0 .00 0.00 .00 0.00 16 CLEARING SITE LS 1 30,000.00 30,000.00 375,000.00 375,000.00 17 STRIPPING HA 1 10,000.00 10,000.00 5,000.00 5,000.00 18 WET EXCAVATION CM 10,325 20.00 206,500.00 5.00 51,625.00 19 REMOVAL OF CONCRETE BASE COURSE AND SM 3,840 20.00 76,800.00 10.00 38,400.00 CONCRETE SURFACE COURSES 20 ROADWAY EXCAVATION, UNCLASSIFIED CM 5,509 15.00 82,635.00 30.00 165,270.00 21 MILLING, 50 MM VARIABLE DEPTH SM 545 30.00 16,350.00 15.00 8,175.00 22 SAWCUTTING LM 128 12.00 1,536.00 15.00 1,920.00 23 POROUS FILL CM 1,000 40.00 40,000.00 40.00 40,000.00 24 CONTROL STAKES U 8 100.00 800.00 100.00 800.00 25 SETTLEMENT PLATFORMS U 2 2,200.00 4,400.00 1,000.00 2,000.00 26 GEOSYNTHETIC SOIL REINFORCEMENT - PRIMARY SM 3,615 3.50 12,652.50 5.00 18,075.00 27 GEOSYNTHETIC SOIL REINFORCEMENT - SECONDARY SM 1,306 3.50 4,571.00 4.00 5,224.00 28 BORROW EXCAVATION, ZONE 2 CM 4,568 35.00 159,880.00 18.00 82,224.00 29 BORROW EXCAVATION, ZONE 3 CM 7,338 45.00 330,210.00 18.00 132,084.00 30 DITCH EXCAVATION, UNCLASSIFIED CM 20 50.00 1,000.00 40.00 800.00 31 NO ITEM U 0 .00 0.00 .00 0.00 32 EARTH EXCAVATION FOR TEST PITS CM 10 100.00 1,000.00 100.00 1,000.00 33 SUBBASE CM 1,170 40.00 46,800.00 40.00 46,800.00 34 UNDERLAYER PREPARATION SM 448 20.00 8,960.00 10.00 4,480.00 35 DEWATERING BASINS U 3 15,000.00 45,000.00 1,000.00 3,000.00 36 SILT FENCE LM 1,500 9.00 13,500.00 4.50 6,750.00 37 HEAVY DUTY SILT FENCE LM 234 30.00 7,020.00 40.00 9,360.00 38 TEMPORARY STONE CHECK DAM CM 16 200.00 3,200.00 10.00 160.00 39 INLET FILTERS U 28 100.00 2,800.00 10.00 280.00 40 FLOATING TURBIDITY BARRIER LM 225 150.00 33,750.00 25.00 5,625.00 41 CONSTRUCTION DRIVEWAY MGR 133 50.00 6,650.00 50.00 6,650.00 42 INLET PROTECTION, HAYBALE BARRIER U 2 200.00 400.00 50.00 100.00 43 ROADWAY EXCAVATION, TEMPORARY EROSION CONTROL CM 60 50.00 3,000.00 1.00 60.00 44 NO ITEM U 0 .00 0.00 .00 0.00 45 NO ITEM U 0 .00 0.00 .00 0.00 46 DENSE GRADED AGGREGATE BASE COURSE, SM 8,619 7.00 60,333.00 10.00 86,190.00 150 MM THICK 47 COARSE AGGREGATE, SIZE NO. 8 CM 6 100.00 600.00 100.00 600.00 48 NO ITEM U 0 .00 0.00 .00 0.00 49 NO ITEM U 0 .00 0.00 .00 0.00 50 NO ITEM U 0 .00 0.00 .00 0.00 51 BITUMINOUS CONCRETE PATCH MGR 50 100.00 5,000.00 50.00 2,500.00 52 TACK COAT L 3,647 .10 364.70 .75 2,735.25 53 PRIME COAT L 14,000 .10 1,400.00 .05 700.00 54 ASPHALT PRICE ADJUSTMENT LS 1 4,600.00 4,600.00 4,600.00 4,600.00 55 SEALING OF CRACKS IN HOT MIX ASPHALT SURFACE LM 24 15.00 360.00 10.00 240.00 COURSE 56 CORE SAMPLES, HOT MIX ASPHALT U 15 100.00 1,500.00 75.00 1,125.00 57 BRIDGE APPROACH SLABS, 450 MM THICK SM 198 200.00 39,600.00 175.00 34,650.00 58 BRIDGE APPROACH TRANSITION SLABS, SM 250 130.00 32,500.00 150.00 37,500.00 338 MM AVERAGE THICKNESS 59 SAWCUT GROOVED BRIDGE APPROACH AND SM 448 3.00 1,344.00 2.50 1,120.00 TRANSITION SLABS 60 SUPERPAVE HOT MIX ASPHALT 12.5H64 SURFACE MGR 1,228 55.00 67,540.00 60.00 73,680.00 COURSE 61 SUPERPAVE HOT MIX ASPHALT 19H64 INTERMEDIATE MGR 1,385 55.00 76,175.00 60.00 83,100.00 COURSE 62 SUPERPAVE HOT MIX ASPHALT 25M64 BASE COURSE MGR 2,364 55.00 130,020.00 57.00 134,748.00 63 NO ITEM U 0 .00 0.00 .00 0.00 64 NO ITEM U 0 .00 0.00 .00 0.00 65 SUBBASE OUTLET DRAIN LM 228 90.00 20,520.00 45.00 10,260.00 66 150 MM CORRUGATED STEEL UNDERDRAIN PIPE LM 30 150.00 4,500.00 25.00 750.00 67 375 MM REINFORCED CONCRETE CULVERT PIPE LM 296 70.00 20,720.00 125.00 37,000.00 68 450 MM REINFORCED CONCRETE CULVERT PIPE, LM 245 90.00 22,050.00 150.00 36,750.00 CLASS IV 69 RUB RAIL LM 135 20.00 2,700.00 20.00 2,700.00 70 INLETS, TYPE B U 27 2,000.00 54,000.00 2,500.00 67,500.00 71 MANHOLES U 1 2,800.00 2,800.00 3,000.00 3,000.00 72 225 BY 400 MM CONCRETE VERTICAL CURB LM 1,346 40.00 53,840.00 35.00 47,110.00 73 225 BY 450 MM CONCRETE VERTICAL CURB LM 108 42.00 4,536.00 39.00 4,212.00 74 PUBLIC SIDEWALK CURB RAMP DELINEATION SM 6 120.00 720.00 105.00 630.00 75 CONCRETE SIDEWALK, 100 MM THICK SM 662 45.00 29,790.00 35.00 23,170.00 76 CONCRETE SIDEWALK, 150 MM THICK SM 166 55.00 9,130.00 41.00 6,806.00 77 MONUMENTS U 16 250.00 4,000.00 200.00 3,200.00 78 HOT MIX ASPHALT DRIVEWAY, 150 MM THICK SM 756 40.00 30,240.00 45.00 34,020.00 79 BEAM GUIDE RAIL LM 296 60.00 17,760.00 66.00 19,536.00 80 CLEANING EXISTING DRAINAGE STRUCTURES U 2 200.00 400.00 1,000.00 2,000.00 81 SLOTTED GUIDE RAIL TERMINALS U 3 1,400.00 4,200.00 2,150.00 6,450.00 82 EXTRUDER TERMINALS U 1 2,500.00 2,500.00 2,750.00 2,750.00 83 REMOVAL OF GUIDE RAIL LM 381 1.00 381.00 5.00 1,905.00 84 BEAM GUIDE RAIL ANCHORAGES U 5 500.00 2,500.00 550.00 2,750.00 85 CONCRETE HEADWALLS CM 4 2,000.00 8,000.00 500.00 2,000.00 86 MISCELLANEOUS CONCRETE CM 1 1,000.00 1,000.00 250.00 250.00 87 CLEANING EXISTING PIPE, 300 TO 600 MM LM 16 80.00 1,280.00 15.00 240.00 DIAMETER 88 SNOW FENCE, PLASTIC LM 1,520 10.00 15,200.00 5.00 7,600.00 89 RECONSTRUCTED INLETS, TYPE A, USING NEW U 1 1,100.00 1,100.00 1,200.00 1,200.00 CASTING 90 RIPRAP STONE CHANNEL PROTECTION, 300 MM THICK SM 138 75.00 10,350.00 60.00 8,280.00 (D50=150 MM) 91 RIPRAP STONE SLOPE PROTECTION, 900 MM THICK SM 212 65.00 13,780.00 120.00 25,440.00 (D50=450 MM) 92 TRAFFIC DIRECTORS, FLAGGERS HRS 400 35.00 14,000.00 10.00 4,000.00 93 CONSTRUCTION SIGNS SM 59 200.00 11,800.00 100.00 5,900.00 94 TEMPORARY CRASH CUSHIONS, INERTIAL BARRIER U 4 3,500.00 14,000.00 3,500.00 14,000.00 SYSTEM, 10 MODULES 95 TRAFFIC CONTROL TRUCKS WITH MOUNTED U 2 15,000.00 30,000.00 10,000.00 20,000.00 CRASH CUSHIONS 96 DRUMS U 46 75.00 3,450.00 100.00 4,600.00 97 BREAKAWAY BARRICADES U 25 120.00 3,000.00 150.00 3,750.00 98 CONSTRUCTION IDENTIFICATION SIGNS, U 2 1,200.00 2,400.00 750.00 1,500.00 1 200 BY 2 400 MM 99 PRECAST CONCRETE CURB, CONSTRUCTION BARRIER, LM 406 50.00 20,300.00 75.00 30,450.00 TYPE 4 100 VARIABLE MESSAGE SIGNS U 2 16,000.00 32,000.00 5,000.00 10,000.00 101 REMOVAL OF TRAFFIC STRIPES AND MARKINGS LM 803 2.00 1,606.00 1.25 1,003.75 102 TRAFFIC STRIPES LM 7,627 .40 3,050.80 .45 3,432.15 103 TRAFFIC STRIPES, LONG LIFE, EPOXY RESIN LM 3,520 1.30 4,576.00 1.20 4,224.00 104 TRAFFIC MARKINGS, LINES, LONG LIFE, LM 72 8.50 612.00 7.75 558.00 THERMOPLASTIC 105 TWO-WAY PLOWABLE BI-DIRECTIONAL U 73 35.00 2,555.00 35.00 2,555.00 AMBER PAVEMENT REFLECTORS AND CASTINGS 106 SIGNS SM 10 500.00 5,000.00 325.00 3,250.00 107 GUIDE SIGNS, TYPE GA, STEEL "U" POST SUPPORTS SM 2 320.00 640.00 320.00 640.00 108 RELOCATION OF SIGNS LS 1 4,000.00 4,000.00 750.00 750.00 109 FLEXIBLE DELINEATORS, GUIDE RAIL MOUNTED U 21 14.00 294.00 8.00 168.00 110 CRASH CUSHIONS, QUADGUARD, 3 BAYS, U 2 20,000.00 40,000.00 15,000.00 30,000.00 1 755 MM WIDE 111 NO ITEM U 0 .00 0.00 .00 0.00 112 NO ITEM U 0 .00 0.00 .00 0.00 113 MULTIPLE LIGHTING WIRE, NO. 2 AWG LM 1,080 8.75 9,450.00 7.75 8,370.00 114 JUNCTION BOX FRAMES AND COVERS U 14 750.00 10,500.00 675.00 9,450.00 115 MULTIPLE LIGHTING WIRE, NO. 6 AWG LM 885 7.00 6,195.00 7.50 6,637.50 116 SERVICE WIRE, NO. 6 AWG LM 50 7.00 350.00 7.50 375.00 117 41 MM FLEXIBLE METAL CONDUIT LM 10 100.00 1,000.00 105.00 1,050.00 118 GROUND WIRE, NO. 8 AWG LM 425 4.00 1,700.00 3.75 1,593.75 119 41 MM RIGID METALLIC CONDUIT, TYPE EXPOSED LM 70 100.00 7,000.00 110.00 7,700.00 120 FOUNDATIONS, TYPE 1M-MC U 1 3,000.00 3,000.00 2,800.00 2,800.00 121 360 BY 360 BY 200 JUNCTION BOXES U 3 1,500.00 4,500.00 1,550.00 4,650.00 122 450 BY 900 MM JUNCTION BOXES U 3 1,300.00 3,900.00 1,350.00 4,050.00 123 78 MM RIGID METALLIC CONDUIT, TYPE CUG LM 319 70.00 22,330.00 75.00 23,925.00 124 53 MM RIGID METALLIC CONDUIT, TYPE CUG LM 20 70.00 1,400.00 75.00 1,500.00 125 METER CABINETS, TYPE 1M-MC U 1 6,500.00 6,500.00 6,850.00 6,850.00 126 LIGHTING STANDARD ASSEMBLIES, U 7 2,500.00 17,500.00 2,600.00 18,200.00 TYPE L-2.4-SB-CF-X 127 NAVIGATION LIGHTS LS 1 25,000.00 25,000.00 25,000.00 25,000.00 128 NO ITEM U 0 .00 0.00 .00 0.00 129 NO ITEM U 0 .00 0.00 .00 0.00 130 TOPSOILING, 100 MM THICK SM 4,730 1.50 7,095.00 2.00 9,460.00 131 FERTILIZING AND SEEDING, TYPE A-4 SM 4,730 .50 2,365.00 .45 2,128.50 132 FERTILIZING AND SEEDING, TYPE F SM 473 .50 236.50 .30 141.90 133 TOPSOILING, 150 MM THICK SM 1,940 2.20 4,268.00 2.50 4,850.00 134 TOPSOIL STABILIZATION MATTING SM 50 3.00 150.00 3.10 155.00 135 STRAW MULCHING SM 5,203 .50 2,601.50 .45 2,341.35 136 NO ITEM U 0 .00 0.00 .00 0.00 137 NO ITEM U 0 .00 0.00 .00 0.00 138 NONVEGETATIVE SURFACE, HOT MIX ASPHALT SM 650 25.00 16,250.00 30.00 19,500.00 139 PHRAGMITES CONTROL SM 1,000 1.50 1,500.00 1.60 1,600.00 140 BETULA NIGRA, CANS, 1.8 TO 2.5 M HIGH U 2 50.00 100.00 55.00 110.00 141 LIRIODENDRON TULIPIFERA, CANS, 15-20 MM U 5 50.00 250.00 55.00 275.00 CALIPER, 1.8-2.5 M HIGH 142 POPULUS DELTOIDES, B&B, 1.25 TO 1.5 M HIGH U 11 40.00 440.00 40.00 440.00 143 QUERCUS ALBA, CANS, 25-30 MM CALIPER, 1.8-2.5 U 2 75.00 150.00 77.00 154.00 M HIGH 144 QUERCUS BICOLOR, CANS, 25-30 MM CALIPER, 1.8- U 2 75.00 150.00 77.00 154.00 2.5 M HIGH 145 CORNUS FLORIDA, B&B, 1.5 TO 1.8 M HIGH U 52 140.00 7,280.00 135.00 7,020.00 146 NYSSA SYLVATICA, #2 CANS, 0.9 TO 1.25 M HIGH U 8 30.00 240.00 32.00 256.00 147 ALNUS RUGOSA, CANS, 0.5 TO 0.6 M HIGH U 14 25.00 350.00 25.00 350.00 148 AMELANCHIER CANADENSIS, B&B, U 68 45.00 3,060.00 46.00 3,128.00 1.25 TO 1.5 M HIGH 149 ARONIA ARBUTIFOLIA, CANS, O.6 TO 0.9 M HIGH U 69 24.00 1,656.00 25.00 1,725.00 150 ARONIA MELANOCARPA, CANS, 0.6 TO 0.9 M HIGH U 73 24.00 1,752.00 25.00 1,825.00 151 BACCHARIS HALMIFOLIA, CANS, 0.5=0.6 M HIGH U 35 22.00 770.00 23.00 805.00 152 CEPHALANTHUS OCCIDENTALIS, CANS, U 10 22.00 220.00 24.00 240.00 0.4 TO 0.5 M HIGH 153 CLETHRA ALNIFOLIA, CANS, 0.5-0.6 M HIGH U 38 20.00 760.00 22.00 836.00 154 CORNUS AMOMUM, CANS, 0.6 TO 0.9 M HIGH U 26 20.00 520.00 21.00 546.00 155 ILEX GLABRA, CANS, 0.4 TO 0.5 M HIGH U 10 18.00 180.00 20.00 200.00 156 IVA FRUTESCENS, CANS, 0.4 TO 0.5 M HIGH U 30 18.00 540.00 20.00 600.00 157 MAGNOLIA VIRGINIANA, CANS, 0.9 TO 1.25 M HIGH U 40 34.00 1,360.00 35.00 1,400.00 158 MYRICA PENSYLVANICA, B&B, 0.4 TO 0.5 M HIGH U 13 20.00 260.00 22.00 286.00 159 VACCINIUM CORYMBOSUM, CANS, 0.4 TO 0.5 M HIGH U 40 20.00 800.00 22.00 880.00 160 VIBURNUM DENTATUM, CANS, 0.5 TO 0.6 M HIGH U 15 28.00 420.00 30.00 450.00 161 VIBURNUM DENTATUM, CANS, 0.9 TO 1.25 M HIGH U 29 30.00 870.00 30.00 870.00 162 VIBURNUM TRILOBUM, CANS, 0.5 TO 0.6 M HIGH U 8 22.00 176.00 24.00 192.00 163 VIBURNUM TRILOBUM, CANS, 0.9 TO 1.25 M HIGH U 10 28.00 280.00 30.00 300.00 164 ALTHAEA OFFICINALIS, BR OR PLUG SEEDLING U 925 2.50 2,312.50 2.80 2,590.00 165 DISTICHLIS SPICATA, BR OR PLUG SEEDLING U 335 2.50 837.50 2.60 871.00 166 HIBISCUS MOSCHEUTUS, BR OR PLUG SEEDLING U 470 2.50 1,175.00 2.60 1,222.00 167 JUNCUS EFFUSUS, BR OR PLUG SEEDLING U 565 2.50 1,412.50 2.60 1,469.00 168 JUNCUS GERARDII, BR OR PLUG SEEDLING U 250 2.50 625.00 2.60 650.00 169 JUNCUS ROEMERIANUS, BR OR PLUG SEEDLING U 310 2.50 775.00 2.60 806.00 170 KOSTELETZKYA VIRGINICA, BR OR PLUG SEEDLING U 395 3.00 1,185.00 2.80 1,106.00 171 LIMONIUM CAROLINIANUM, BR OR PLUG SEEDLING U 590 3.00 1,770.00 2.80 1,652.00 172 SABATIA CAMPANULATA, BR OR PLUG SEEDLING U 230 3.00 690.00 2.80 644.00 173 SCIRPUS AMERICANUS, BR OR PLUG SEEDLING, OR U 940 2.50 2,350.00 2.60 2,444.00 RHIZOME 174 SRIRPUS VALIDUS, BR OR PLUG SEEDLING, OR U 660 3.00 1,980.00 2.80 1,848.00 RHIZOME 175 SOLIDAGO SEMPERVIRENS, BR OR PLUG SEEDLINGS U 1,685 2.50 4,212.50 2.60 4,381.00 176 SPARTINA ALTERNFLORA, 50 MM PLUG U 11,875 2.00 23,750.00 2.10 24,937.50 177 SPARTINA PATENS, 50 MM PLUG U 5,084 2.00 10,168.00 2.10 10,676.40 178 HIGH MARSH SEED MIXTURE SM 1,076 1.00 1,076.00 1.10 1,183.60 179 NO ITEM U 0 .00 0.00 .00 0.00 180 NO ITEM U 0 .00 0.00 .00 0.00 181 NO ITEM U 0 .00 0.00 .00 0.00 182 NO ITEM U 0 .00 0.00 .00 0.00 BRIDGE OVER BASS RIVER 183 CLEARING SITE, BRIDGE LS 1 150,000.00 150,000.00 475,000.00 475,000.00 184 TEMPORARY SHIELDING LS 1 20,000.00 20,000.00 30,000.00 30,000.00 185 FOUNDATION EXCAVATION CM 1,381 20.00 27,620.00 15.00 20,715.00 186 COFFERDAMS, WEST ABUTMENT LS 1 350,000.00 350,000.00 250,000.00 250,000.00 187 COFFERDAMS, EAST ABUTMENT LS 1 100,000.00 100,000.00 165,700.00 165,700.00 188 NO ITEM U 0 .00 0.00 .00 0.00 189 CONCRETE IN SUPERSTRUCTURE, DECK SLABS WITH CM 519 800.00 415,200.00 550.00 285,450.00 CORROSION INHIBITOR ADMIXTURE 190 CONCRETE IN STRUCTURES, FOOTINGS CM 876 450.00 394,200.00 300.00 262,800.00 191 CONCRETE SEAL IN COFFERDAMS CM 833 400.00 333,200.00 300.00 249,900.00 192 CONCRETE IN STRUCTURES, RETAINING WALLS WITH CM 407 800.00 325,600.00 650.00 264,550.00 CORROSION INHIBITOR ADMIXTURE 193 CONCRETE IN SUBSTRUCTURES, ABUTMENT WALLS CM 474 550.00 260,700.00 750.00 355,500.00 WITH CORROSION INHIBITOR ADMIXTURE 194 CONCRETE IN SUBSTRUCTURES, PIER COLUMNS CM 267 800.00 213,600.00 850.00 226,950.00 AND CAPS WITH CORROSION INHIBITOR ADMIXTURE 195 CONCRETE IN SUPERSTRUCTURES, SIDEWALKS WITH CM 63 450.00 28,350.00 550.00 34,650.00 CORROSION INHIBITOR ADMIXTURE 196 CONCRETE IN SUPERSTRUCTURE, PARAPETS (815 LM 165 500.00 82,500.00 275.00 45,375.00 MM HIGH) WITH CORROSION INHIBITOR ADMIXTURE 197 CONCRETE IN SUPERSTRUCTURE, PARAPETS (865 MM LM 168 540.00 90,720.00 325.00 54,600.00 HIGH) WITH CORROSION INHIBITOR ADMIXTURE 198 CONCRETE IN SUPERSTRUCTURE, DIAPHRAGMS CM 66 1,200.00 79,200.00 1,250.00 82,500.00 WITH CORROSION INHIBITOR ADMIXTURE 199 REINFORCEMENT STEEL IN STRUCTURES, EPOXY KG 250,940 1.90 476,786.00 2.50 627,350.00 COATED 200 EPOXY WATERPROOFING SEAL COAT SM 157 60.00 9,420.00 75.00 11,775.00 201 42 BY 42 MM PREFORMED ELASTOMERIC JOINT LM 17 100.00 1,700.00 60.00 1,020.00 SEALER 202 89 BY 89 MM PREFORMED ELASTOMERIC JOINT LM 17 110.00 1,870.00 50.00 850.00 SEALER 203 102 BY 102 MM PREFORMED ELASTOMERIC JOINT LM 17 120.00 2,040.00 75.00 1,275.00 SEALER 204 ARCHITECTURAL PANEL U 4 7,000.00 28,000.00 10,000.00 40,000.00 205 NO ITEM U 0 .00 0.00 .00 0.00 206 SAWCUT GROOVED DECK SURFACE SM 1,698 2.50 4,245.00 2.50 4,245.00 207 NO ITEM U 0 .00 0.00 .00 0.00 208 NO ITEM U 0 .00 0.00 .00 0.00 209 PRETENSIONED PRESTRESSED CONCRETE BEAMS, LM 720 900.00 648,000.00 850.00 612,000.00 1800 MM WITH CORROSION INHIBITOR ADMIXTURE 210 PRESTRESSED CONCRETE BOX BEAMS (TYPE BII-900) LM 611 730.00 446,030.00 675.00 412,425.00 , 900 BY 825 WITH CORROSION INHIBITOR ADMIXTURE 211 NO ITEM U 0 .00 0.00 .00 0.00 212 STRUCTURAL STEEL DECK JOINTS LS 1 30,000.00 30,000.00 60,000.00 60,000.00 213 FENDER ACCESS LS 1 15,000.00 15,000.00 70,000.00 70,000.00 214 NO ITEM U 0 .00 0.00 .00 0.00 215 TEST PILES, DRIVEN LM 60 250.00 15,000.00 75.00 4,500.00 216 TEST PILES, FURNISHED LM 65 120.00 7,800.00 130.00 8,450.00 217 STEEL PIPE PILES, DRIVEN, PP457 BY 12.70 LM 2,058 85.00 174,930.00 75.00 154,350.00 218 STEEL PIPE PILES, FURNISHED, PP457 BY LM 2,186 120.00 262,320.00 130.00 284,180.00 12.70 219 FURNISHING EQUIPMENT FOR DRIVING PILES LS 1 50,000.00 50,000.00 200,000.00 200,000.00 220 DYNAMIC PILE LOAD TESTS U 4 2,500.00 10,000.00 2,600.00 10,400.00 221 NO ITEM U 0 .00 0.00 .00 0.00 222 METAL RAILING (2 RAIL, STEEL) LM 333 400.00 133,200.00 240.00 79,920.00 223 NO ITEM U 0 .00 0.00 .00 0.00 224 TELEPHONE CONDUITS LM 320 150.00 48,000.00 30.00 9,600.00 225 NO ITEM U 0 .00 0.00 .00 0.00 226 SCUPPERS U 4 3,000.00 12,000.00 6,500.00 26,000.00 227 200 MM STEEL ALLOY PIPE LM 8 100.00 800.00 300.00 2,400.00 228 NO ITEM U 0 .00 0.00 .00 0.00 229 FURNISHING DRILLED SHAFT DRILLING LS 1 150,000.00 150,000.00 105,000.00 105,000.00 EQUIPMENT 230 DRILLED SHAFTS LM 536 1,600.00 857,600.00 1,450.00 777,200.00 231 STANDARD EXCAVATION LM 412 800.00 329,600.00 810.00 333,720.00 232 SPECIAL EXCAVATION LM 10 1,000.00 10,000.00 1,210.00 12,100.00 233 OBSTRUCTIONS HR 10 750.00 7,500.00 1,100.00 11,000.00 234 TRIAL SHAFT HOLES LM 19 2,000.00 38,000.00 2,650.00 50,350.00 235 DRILLED SHAFT OSTERBERG CELL LOAD TEST U 1 40,000.00 40,000.00 55,000.00 55,000.00 236 ACCESS TUBES LM 2,144 5.00 10,720.00 25.00 53,600.00 237 NON-DESTRUCTIVE EVALUATION TESTS U 21 900.00 18,900.00 1,050.00 22,050.00 238 NO ITEM U 0 .00 0.00 .00 0.00 239 COMPOSITE PILE, 305 MM DIAMETER LM 1,164 260.00 302,640.00 200.00 232,800.00 240 NO ITEM U 0 .00 0.00 .00 0.00 241 COMPOSITE LUMBER CM 55 8,000.00 440,000.00 4,500.00 247,500.00 242 NO ITEM U 0 .00 0.00 .00 0.00 243 200 MM CORRUGATED STEEL UNDERDRAIN PIPE LM 71 80.00 5,680.00 25.00 1,775.00 244 200 MM CORRUGATED STEEL CULVERT PIPE LM 4 80.00 320.00 10.00 40.00 245 NO ITEM U 0 .00 0.00 .00 0.00 246 NO ITEM U 0 .00 0.00 .00 0.00 247 NO ITEM U 0 .00 0.00 .00 0.00 248 NO ITEM U 0 .00 0.00 .00 0.00 249 NO ITEM U 0 .00 0.00 .00 0.00 RETAINING WALL NO. 1 250 COFFERDAMS, RETAINING WALL NO. 1 LS 1 300,000.00 300,000.00 280,000.00 280,000.00 251 NO ITEM U 0 .00 0.00 .00 0.00 252 CONCRETE IN STRUCTURES, FOOTINGS CM 763 450.00 343,350.00 300.00 228,900.00 253 CONCRETE SEAL IN COFFERDAMS CM 490 400.00 196,000.00 300.00 147,000.00 254 CONCRETE IN STRUCTURES, RETAINING WALLS CM 401 800.00 320,800.00 650.00 260,650.00 WITH CORROSION INHIBITOR ADMIXTURE 255 CONCRETE IN SUPERSTRUCTURE, PARAPET (815 MM LM 82 500.00 41,000.00 275.00 22,550.00 HIGH) WITH CORROSION INHIBITOR ADMIXTURE 256 REINFORCEMENT STEEL IN STRUCTURES, EPOXY KG 61,983 1.90 117,767.70 2.25 139,461.75 COATED 257 NO ITEM U 0 .00 0.00 .00 0.00 258 TEST PILES, DRIVEN LM 60 250.00 15,000.00 75.00 4,500.00 259 TEST PILES, FURNISHED LM 63 120.00 7,560.00 130.00 8,190.00 260 STEEL PIPE PILE, DRIVEN, PP457 BY 12.70 LM 2,338 85.00 198,730.00 75.00 175,350.00 261 STEEL PIPE PILE, FURNISHED, PP457 BY LM 2,416 120.00 289,920.00 130.00 314,080.00 12.70 262 FURNISHING EQUIPMENT FOR DRIVING PILES LS 1 50,000.00 50,000.00 100,000.00 100,000.00 263 DYNAMIC PILE LOAD TESTS U 3 2,500.00 7,500.00 2,600.00 7,800.00 264 NO ITEM U 0 .00 0.00 .00 0.00 265 METAL RAILING (2 RAIL, STEEL) LM 82 400.00 32,800.00 245.00 20,090.00 266 NO ITEM U 0 .00 0.00 .00 0.00 267 200 MM CORRUGATED STEEL UNDERDRAIN PIPE LM 82 80.00 6,560.00 25.00 2,050.00 268 NO ITEM U 0 .00 0.00 .00 0.00 269 NO ITEM U 0 .00 0.00 .00 0.00 270 NO ITEM U 0 .00 0.00 .00 0.00 SUMMARY OF AMOUNTS ROAD ITEMS $ 3,307,809.30 $ 3,883,413.25 BRIDGE ITEMS $ 9,385,978.70 $ 9,037,186.75 SUB-TOTAL AMOUNTS FOR BRIDGE WORK BRIDGE OVER BASS RIVER $ 7,458,991.00 $ 7,326,565.00 RETAINING WALL NO. 1 $ 1,926,987.70 $ 1,710,621.75 AGREE AGREE (HEADER) LOW BID =$ 12,693,788.00 (HEADER) 2ND LOW BID =$ 12,920,600.00 COMPUTED LOW BID =$ 12,693,788.00 COMPUTED 2ND LOW BID =$ 12,920,600.00 COMPUTED LOW BID =$ 12,693,788.00 COMPUTED 2ND LOW BID =$ 12,920,600.00