CPSBIDFM-1 DEPARTMENT OF TRANSPORTATION PAGE 1 CONSTRUCTION SERVICES/PROCUREMENT DIVISION TRENTON, NEW JERSEY TABULATION OF BIDS AND UNIT PRICES ROUTE 31 INTERSECTION IMPROVEMENTS AT CHURCH STREET CONTRACT NO. 035009020 FROM THE FLEMINGTON CIRCLE TO THE BLACK RIVER & WESTERN RAILROAD INTERSECTION IMPROVEMENTS AND WIDENING IN TWP. OF RARITAN & BOROUGH OF FLEMINGTON FEDERAL PROJECT NO. STP-37-(131) D.P. NO. 01129 BIDS RECEIVED JUNE 19, 2001 CONTRACT AWARD DATE JUNE 28, 2001 BIDDERS TOTAL PRICE BID 1 . CRISDEL GP INC $ 4,184,310.86 240 RYAN ST SO PLAINFIELD NJ07080 2 . TILCON OF NEW YORK INC $ 4,191,889.12 P O BOX 407 MILLINGTON NJ07946 3 . PARSIPPANY CONSTR CO INC $ 4,211,111.00 115 RT 46 WEST STE #E-39 MOUNTAIN LAKES NJ07046 4 . CARBRO CONSTRUCTORS CORP $ 4,308,865.60 605 OMNI DRIVE HILLSBOROUGH NJ08876 5 . MARSELLIS WARNER CORP $ 4,343,434.34 10 BALDWIN STREET MONTCLAIR NJ07042 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 19,665.00 19,665.00 20,000.00 20,000.00 2 FINAL CLEANUP LS 1 6,802.40 6,802.40 10,000.00 10,000.00 3 CONSTRUCTION LAYOUT LS 1 1.00 1.00 150,000.00 150,000.00 4 CONSTRUCTION STAKES AND MARKERS BU 5 55.00 275.00 150.00 750.00 5 FUEL PRICE ADJUSTMENT LS 1 48,300.00 48,300.00 48,300.00 48,300.00 6 TRAINEES HRS 3,000 .50 1,500.00 1.00 3,000.00 7 OWNER'S AND CONTRACTOR'S PROTECTIVE LS 1 6,060.00 6,060.00 2,500.00 2,500.00 LIABILITY INSURANCE 8 NO ITEM U 0 .00 0.00 .00 0.00 9 PROGRESS SCHEDULE LS 1 7,700.00 7,700.00 5,000.00 5,000.00 10 MOBILIZATION LS 1 701,083.31 701,083.31 324,000.00 324,000.00 11 NO ITEM U 0 .00 0.00 .00 0.00 12 NO ITEM U 0 .00 0.00 .00 0.00 13 CLEARING SITE LS 1 97,254.30 97,254.30 100,000.00 100,000.00 14 SEALING OF ABANDONED WELLS U 2 3,630.00 7,260.00 2,500.00 5,000.00 15 STRIPPING HA 2 13,962.21 27,924.42 10,000.00 20,000.00 16 ROADWAY EXCAVATION, UNCLASSIFIED CM 12,971 19.90 258,122.90 20.00 259,420.00 17 REMOVAL OF BITUMINOUS CONCRETE OVERLAY SM 100 3.88 388.00 20.00 2,000.00 18 REMOVAL OF CONCRETE BASE COURSE AND SM 2,364 15.19 35,909.16 12.50 29,550.00 CONCRETE SURFACE COURSES 19 JOINT REMOVAL SM 100 .01 1.00 175.00 17,500.00 20 SAWCUTTING LM 1,702 15.51 26,398.02 7.50 12,765.00 21 MILLING, 50 MM AVERAGE DEPTH SM 1,729 3.88 6,708.52 10.00 17,290.00 22 HOLES DRILLED THROUGH CONCRETE PAVEMENT SM 10 62.92 629.20 150.00 1,500.00 23 BREAKING CONCRETE SM 318 11.80 3,752.40 10.00 3,180.00 24 DITCH EXCAVATION, UNCLASSIFIED CM 23 25.48 586.04 20.00 460.00 25 EARTH EXCAVATION FOR TEST PITS CM 50 95.74 4,787.00 100.00 5,000.00 26 EARTH EXCAVATION, SUBSURFACE STRUCTURES, CM 50 68.61 3,430.50 100.00 5,000.00 ADDITIONAL DEPTH 27 ROCK EXCAVATION, SUBSURFACE STRUCTURES CM 25 169.09 4,227.25 400.00 10,000.00 28 BROKEN STONE OR WASHED GRAVEL CM 25 57.75 1,443.75 35.00 875.00 29 SUBBASE CM 2,800 36.88 103,264.00 42.00 117,600.00 30 UNDERLAYER PREPARATION SM 360 2.75 990.00 2.00 720.00 31 SILT FENCE LM 50 9.94 497.00 20.00 1,000.00 32 INLET FILTERS U 40 43.34 1,733.60 25.00 1,000.00 33 INLET SEDIMENT TRAPS U 11 222.80 2,450.80 35.00 385.00 34 ROADWAY EXCAVATION, TEMPORARY EROSION CONTROL CM 20 18.05 361.00 20.00 400.00 35 CONSTRUCTION DRIVEWAY MGR 50 26.10 1,305.00 20.00 1,000.00 36 HAYBALES U 25 13.02 325.50 10.00 250.00 37 MILLING, 25 MM AVERAGE DEPTH SM 1,887 3.88 7,321.56 10.00 18,870.00 38 NO ITEM U 0 .00 0.00 .00 0.00 39 DENSE GRADED AGGREGATE BASE COURSE, SM 185 9.30 1,720.50 7.50 1,387.50 150 MM THICK 40 DENSE GRADED AGGREGATE BASE COURSE, SM 12,800 10.71 137,088.00 8.50 108,800.00 200 MM THICK 41 DENSE GRADED AGGREGATE BASE COURSE, VARIABLE CM 75 50.33 3,774.75 50.00 3,750.00 THICKNESS 42 COARSE AGGREGATE, SIZE NO. 2 CM 10 33.00 330.00 50.00 500.00 43 COARSE AGGREGATE, SIZE NO. 8 CM 10 33.00 330.00 50.00 500.00 44 HOT MIX ASPHALT 25 H64 BASE COURSE MGR 9,500 43.17 410,115.00 55.00 522,500.00 45 CONCRETE BASE COURSE, 225 MM THICK SM 360 71.28 25,660.80 64.80 23,328.00 46 NO ITEM U 0 .00 0.00 .00 0.00 47 NO ITEM U 0 .00 0.00 .00 0.00 48 DENSE GRADED AGGREGATE SURFACE COURSE, SM 505 7.36 3,716.80 7.00 3,535.00 150 MM THICK 49 BITUMINOUS CONCRETE PATCH MGR 100 121.98 12,198.00 75.00 7,500.00 50 TACK COAT L 3,000 .48 1,440.00 .33 990.00 51 PRIME COAT L 13,000 .01 130.00 .33 4,290.00 52 ASPHALT PRICE ADJUSTMENT LS 1 122,409.00 122,409.00 122,409.00 122,409.00 53 SAWING AND SEALING JOINTS IN BITUMINOUS LM 1,200 3.43 4,116.00 10.00 12,000.00 CONCRETE OVERLAY 54 CORE SAMPLES, BITUMINOUS U 25 38.90 972.50 75.00 1,875.00 55 HOT MIX ASPHALT 12.5 H76 SURFACE COURSE MGR 3,300 49.39 162,987.00 66.00 217,800.00 56 NO ITEM U 0 .00 0.00 .00 0.00 57 NO ITEM U 0 .00 0.00 .00 0.00 58 SUBBASE OUTLET DRAIN LM 143 38.08 5,445.44 90.00 12,870.00 59 150 MM CORRUGATED STEEL UNDERDRAIN PIPE LM 15 128.00 1,920.00 90.00 1,350.00 60 UNDERDRAIN, TYPE F LM 355 47.44 16,841.20 100.00 35,500.00 61 150 MM DUCTILE IRON WATER PIPE, CLASS 52 LM 7 462.61 3,238.27 150.00 1,050.00 62 200 MM DUCTILE IRON WATER PIPE, CLASS 52 LM 4 550.21 2,200.84 160.00 640.00 63 300 MM DUCTILE IRON WATER PIPE, CLASS 52 LM 516 194.59 100,408.44 240.00 123,840.00 64 375 MM REINFORCED CONCRETE CULVERT PIPE LM 81 144.03 11,666.43 255.00 20,655.00 65 450 MM REINFORCED CONCRETE CULVERT PIPE LM 81 153.41 12,426.21 110.00 8,910.00 66 600 MM REINFORCED CONCRETE CULVERT PIPE LM 291 175.38 51,035.58 210.00 61,110.00 67 750 MM REINFORCED CONCRETE CULVERT PIPE LM 17 406.98 6,918.66 440.00 7,480.00 68 NO ITEM U 0 .00 0.00 .00 0.00 69 375 MM CORRUGATED METAL CULVERT PIPE LM 4 255.75 1,023.00 150.00 600.00 70 NO ITEM U 0 .00 0.00 .00 0.00 71 NO ITEM U 0 .00 0.00 .00 0.00 72 375 MM REINFORCED CONCRETE CULVERT PIPE LM 295 144.03 42,488.85 125.00 36,875.00 73 450 MM REINFORCED CONCRETE CULVERT PIPE LM 126 153.41 19,329.66 160.00 20,160.00 74 600 MM REINFORCED CONCRETE CULVERT PIPE LM 194 175.38 34,023.72 125.00 24,250.00 75 1 050 MM REINFORCED CONCRETE CULVERT PIPE LM 76 302.92 23,021.92 450.00 34,200.00 76 NO ITEM U 0 .00 0.00 .00 0.00 77 NO ITEM U 0 .00 0.00 .00 0.00 78 450 MM CORRUGATED METAL CULVERT PIPE LM 0 .00 0.00 0.00 79 600 MM CORRUGATED METAL CULVERT PIPE LM 0 .00 0.00 0.00 80 375 MM CORRUGATED METAL CULVERT PIPE LM 0 .00 0.00 0.00 81 750 MM CORRUGATED METAL CULVERT PIPE LM 0 .00 0.00 0.00 82 1 050 MM CORRUGATED METAL CULVERT PIPE LM 0 .00 0.00 0.00 83 NO ITEM U 0 .00 0.00 0.00 84 NO ITEM U 0 .00 0.00 0.00 85 INLETS, TYPE B U 32 2,060.84 65,946.88 1,700.00 54,400.00 86 INLETS, TYPE E U 1 1,978.22 1,978.22 1,580.00 1,580.00 87 INLETS, TYPE B-2 U 2 2,877.97 5,755.94 2,115.00 4,230.00 88 INLETS, TYPE B MODIFIED U 6 2,036.60 12,219.60 2,535.00 15,210.00 89 MANHOLES U 1 2,284.63 2,284.63 2,060.00 2,060.00 90 MANHOLES, SANITARY SEWER U 8 4,471.97 35,775.76 4,350.00 34,800.00 91 RECONSTRUCTED MANHOLES, USING EXISTING U 1 905.85 905.85 935.00 935.00 CASTING 92 RESET CASTINGS U 2 433.68 867.36 250.00 500.00 93 450 MM TRENCH DRAIN LM 40 814.58 32,583.20 375.00 15,000.00 94 INLETS, TYPE DOUBLE BSP U 1 4,912.94 4,912.94 3,640.00 3,640.00 95 INLETS, TYPE DOUBLE B2 U 1 9,097.14 9,097.14 4,465.00 4,465.00 96 JUNCTION CHAMBER 1 U 1 14,546.13 14,546.13 15,715.00 15,715.00 97 OUTLET CONTROL STRUCTURE NO. 1 U 1 3,294.09 3,294.09 2,510.00 2,510.00 98 INLETS, TYPE B-2 MODIFIED U 1 3,080.14 3,080.14 2,535.00 2,535.00 99 INLET, TYPE DOUBLE E U 1 3,555.94 3,555.94 3,315.00 3,315.00 100 INLET, TYPE DOUBLE B U 4 3,914.92 15,659.68 3,125.00 12,500.00 101 INLETS, TYPE B SP1 U 1 5,221.84 5,221.84 5,270.00 5,270.00 102 RESET CASTINGS, TELEPHONE MANHOLE U 1 450.18 450.18 750.00 750.00 103 NO ITEM U 0 .00 0.00 .00 0.00 104 NO ITEM U 0 .00 0.00 .00 0.00 105 NO ITEM U 0 .00 0.00 .00 0.00 106 225 BY 400 MM CONCRETE VERTICAL CURB LM 273 41.80 11,411.40 38.00 10,374.00 107 375 BY 1 040 MM WHITE CONCRETE BARRIER CURB LM 40 198.00 7,920.00 180.00 7,200.00 108 300 BY 325 MM WHITE CONCRETE SLOPING CURB LM 254 52.25 13,271.50 47.50 12,065.00 109 225 BY 400 MM WHITE CONCRETE VERTICAL CURB LM 1,841 53.90 99,229.90 49.00 90,209.00 110 RESET GRANITE CURB LM 81 71.50 5,791.50 65.00 5,265.00 111 CONCRETE SIDEWALK, 100 MM THICK SM 538 40.15 21,600.70 36.50 19,637.00 112 CONCRETE DRIVEWAY, 200 MM THICK SM 315 44.55 14,033.25 40.50 12,757.50 113 PUBLIC SIDEWALK CURB RAMP DELINEATION SM 27 95.70 2,583.90 87.00 2,349.00 114 BITUMINOUS CONCRETE DRIVEWAY, 200 MM THICK SM 12 48.64 583.68 38.00 456.00 115 BITUMINOUS CONCRETE DRIVEWAY, 300 MM THICK SM 3,284 52.80 173,395.20 42.00 137,928.00 116 WHITE CONCRETE ISLAND, 100 MM THICK SM 149 62.70 9,342.30 57.00 8,493.00 117 NO ITEM U 0 .00 0.00 .00 0.00 118 NO ITEM U 0 .00 0.00 .00 0.00 119 NO ITEM U 0 .00 0.00 .00 0.00 120 CONCRETE HEADWALLS CM 2 550.00 1,100.00 1,000.00 2,000.00 121 MONUMENTS U 9 349.68 3,147.12 300.00 2,700.00 122 BEAM GUIDE RAIL LM 125 68.75 8,593.75 62.50 7,812.50 123 SLOTTED GUIDE RAIL TERMINALS U 2 2,530.00 5,060.00 2,300.00 4,600.00 124 REMOVAL OF GUIDE RAIL LM 147 11.00 1,617.00 10.00 1,470.00 125 MISCELLANEOUS CONCRETE CM 11 666.80 7,334.80 650.00 7,150.00 126 RESET FENCE LM 100 49.25 4,925.00 50.00 5,000.00 127 NO ITEM U 0 .00 0.00 .00 0.00 128 BREAKAWAY BARRICADES U 50 139.15 6,957.50 98.00 4,900.00 129 PRECAST CONCRETE CURB, CONSTRUCTION BARRIER, LM 300 110.64 33,192.00 150.00 45,000.00 TYPE 4 130 DRUMS U 400 .01 4.00 40.00 16,000.00 131 TRAFFIC CONES U 100 .01 1.00 20.00 2,000.00 132 CONSTRUCTION IDENTIFICATION SIGNS, U 2 998.80 1,997.60 1,500.00 3,000.00 1 200 BY 2 400 MM 133 VARIABLE MESSAGE SIGNS U 4 1.00 4.00 10,000.00 40,000.00 134 CONSTRUCTION SIGNS SM 76 196.18 14,909.68 100.00 7,600.00 135 TRAFFIC CONTROL TRUCKS WITH MOUNTED U 2 20,242.20 40,484.40 10,000.00 20,000.00 CRASH CUSHIONS 136 TEMPORARY CRASH CUSHIONS, INERTIAL BARRIER U 2 4,332.35 8,664.70 5,000.00 10,000.00 SYSTEM, 13 MODULES 137 NO ITEM U 0 .00 0.00 .00 0.00 138 REMOVABLE PAVEMENT MARKING TAPE LM 500 4.51 2,255.00 4.10 2,050.00 139 TEMPORARY SIDEWALK SM 20 76.37 1,527.40 35.00 700.00 140 TRAFFIC DIRECTORS, FLAGGERS HRS 1,000 .01 10.00 50.00 50,000.00 141 TRUCK-MOUNTED ILLUMINATED FLASHING U 2 4,950.00 9,900.00 3,000.00 6,000.00 ARROWS, 1 200 BY 2 400 MM 142 NO ITEM U 0 .00 0.00 .00 0.00 143 NO ITEM U 0 .00 0.00 .00 0.00 144 TRAFFIC STRIPES LM 22,000 .57 12,540.00 .52 11,440.00 145 TRAFFIC STRIPES, LONG LIFE, EPOXY RESIN LM 4,600 1.30 5,980.00 1.18 5,428.00 146 TRAFFIC MARKINGS, LINES LM 2,000 .90 1,800.00 .82 1,640.00 147 TRAFFIC MARKINGS, SYMBOLS SM 50 21.45 1,072.50 19.50 975.00 148 TRAFFIC MARKINGS, LINES, LONG LIFE, LM 2,300 1.38 3,174.00 1.25 2,875.00 THERMOPLASTIC 149 TRAFFIC MARKINGS, SYMBOLS, LONG LIFE, SM 60 42.35 2,541.00 38.50 2,310.00 THERMOPLASTIC 150 REMOVAL OF TRAFFIC STRIPES AND MARKINGS LM 21,000 1.01 21,210.00 .92 19,320.00 151 TWO-WAY PLOWABLE MONO-DIRECTIONAL U 97 32.45 3,147.65 29.50 2,861.50 WHITE PAVEMENT REFLECTORS AND CASTINGS 152 TWO-WAY PLOWABLE MONO-DIRECTIONAL U 51 32.45 1,654.95 29.50 1,504.50 AMBER PAVEMENT REFLECTORS AND CASTINGS 153 TWO-WAY PLOWABLE BI-DIRECTIONAL U 53 32.45 1,719.85 29.50 1,563.50 AMBER PAVEMENT REFLECTORS AND CASTINGS 154 SIGNS SM 42 495.00 20,790.00 450.00 18,900.00 155 GUIDE SIGNS, TYPE GA, STEEL "U" POST SUPPORTS SM 18 451.00 8,118.00 410.00 7,380.00 156 FLEXIBLE DELINEATORS, GROUND MOUNTED U 80 33.00 2,640.00 30.00 2,400.00 157 FLEXIBLE DELINEATORS, GUIDE RAIL MOUNTED U 12 27.50 330.00 25.00 300.00 158 FLEXIBLE DELINEATORS, BARRIER CURB MOUNTED U 4 22.00 88.00 20.00 80.00 159 NO ITEM U 0 .00 0.00 .00 0.00 160 RELOCATE FIRE HYDRANT ASSEMBLIES U 4 1,983.19 7,932.76 2,175.00 8,700.00 161 FIRE HYDRANT ASSEMBLIES U 1 2,820.86 2,820.86 3,200.00 3,200.00 162 WATER SERVICE CONNECTIONS U 10 1,148.95 11,489.50 1,225.00 12,250.00 163 SANITARY SEWER HOUSE CONNECTIONS U 15 1,408.18 21,122.70 850.00 12,750.00 164 150 MM GATE VALVES AND BOXES U 1 955.22 955.22 350.00 350.00 165 300 MM GATE VALVES AND BOXES U 5 1,963.35 9,816.75 1,000.00 5,000.00 166 150 MM TAPPING SLEEVES AND VALVES U 2 3,598.54 7,197.08 3,000.00 6,000.00 167 200 MM TAPPING SLEEVES AND VALVES U 2 4,165.04 8,330.08 3,475.00 6,950.00 168 200 BY 150 MM TAPPING SLEEVES AND VALVES U 1 5,519.14 5,519.14 3,000.00 3,000.00 169 TEMPORARY BYPASS PUMPING LS 1 5,500.00 5,500.00 5,000.00 5,000.00 170 200 MM POLYVINYL CHLORIDE SEWER PIPE LM 4 262.25 1,049.00 310.00 1,240.00 171 300 MM POLYVINYL CHLORIDE SEWER PIPE LM 5 286.63 1,433.15 320.00 1,600.00 172 375 MM POLYVINYL CHLORIDE SEWER PIPE LM 487 205.92 100,283.04 325.00 158,275.00 173 NO ITEM U 0 .00 0.00 .00 0.00 174 LINE STOP, 150 MM U 2 4,513.30 9,026.60 1,175.00 2,350.00 175 LINE STOP, 200 MM U 4 4,696.45 18,785.80 1,275.00 5,100.00 176 100 MM POLYVINYL CHLORIDE CONDUIT SERVICE LM 156 46.97 7,327.32 65.00 10,140.00 177 4-100 MM POLYVINYL CHLORIDE CONDUIT LM 31 190.03 5,890.93 96.40 2,988.40 178 ELECTRICAL SERVICE HOOKUP U 1 6,017.00 6,017.00 12,700.00 12,700.00 179 200 MM POLYVINYL CHLORIDE PIPE LM 6 146.41 878.46 310.00 1,860.00 180 200 MM PERFORATED POLYVINYL CHLORIDE PIPE LM 12 211.43 2,537.16 310.00 3,720.00 181 300 MM DUCTILE IRON SEWER PIPE LM 30 254.20 7,626.00 365.00 10,950.00 182 400 MM DUCTILE IRON SEWER PIPE LM 103 280.92 28,934.76 400.00 41,200.00 183 41 MM RIGID METALLIC CONDUIT, TYPE CUG LM 20 39.93 798.60 46.00 920.00 184 53 MM RIGID METALLIC CONDUIT, TYPE CUG LM 35 28.93 1,012.55 50.00 1,750.00 185 78 MM RIGID METALLIC CONDUIT, TYPE CUG LM 65 104.50 6,792.50 60.00 3,900.00 186 78 MM RIGID METALLIC CONDUIT, TYPE CUR LM 250 65.01 16,252.50 150.00 37,500.00 187 GROUND WIRE, NO. 8 AWG LM 380 4.13 1,569.40 5.60 2,128.00 188 MULTIPLE LIGHTING WIRE, NO. 6 AWG LM 300 4.51 1,353.00 7.00 2,100.00 189 SERVICE WIRE, NO. 6 AWG LM 60 4.57 274.20 7.00 420.00 190 FOUNDATIONS, TYPE SFT U 2 720.50 1,441.00 997.00 1,994.00 191 FOUNDATIONS, TYPE STF U 4 1,947.00 7,788.00 2,880.00 11,520.00 192 965 MM JUNCTION BOXES U 2 2,981.00 5,962.00 2,485.00 4,970.00 193 450 BY 900 MM JUNCTION BOXES U 11 1,122.00 12,342.00 1,290.00 14,190.00 194 TWO 53 MM RIGID NON-METALLIC CONDUIT, LM 40 73.87 2,954.80 65.00 2,600.00 TYPE BC 195 TWO 53 MM RIGID NON-METALLIC CONDUIT, LM 35 76.62 2,681.70 52.00 1,820.00 TYPE BS 196 TWO 53 MM RIGID NON-METALLIC CONDUIT, LM 580 70.40 40,832.00 57.00 33,060.00 TYPE CB 197 TWO 53 MM RIGID NON-METALLIC CONDUIT, LM 235 24.53 5,764.55 50.00 11,750.00 TYPE GA 198 FOUNDATIONS, TYPE P-MC (CL) U 1 1,853.50 1,853.50 2,060.00 2,060.00 199 NO ITEM U 0 .00 0.00 .00 0.00 200 TEMPORARY TRAFFIC SIGNAL, LOCATION 1 LS 1 40,535.00 40,535.00 34,536.00 34,536.00 201 LOOP DETECTOR LM 482 27.06 13,042.92 39.00 18,798.00 202 LOOP DETECTOR LEAD LM 1,825 4.51 8,230.75 6.00 10,950.00 203 METER CABINETS, TYPE TL U 1 1,408.00 1,408.00 1,850.00 1,850.00 204 PEDESTAL ASSEMBLIES, TYPE PW-2 - LED U 1 2,233.00 2,233.00 3,635.00 3,635.00 205 PEDESTRIAN SIGNAL ASSEMBLIES, TYPE W-1 - LED U 4 1,039.50 4,158.00 1,385.00 5,540.00 206 PUSH BUTTON ASSEMBLIES U 2 93.50 187.00 140.00 280.00 207 TRAFFIC SIGNAL ASSEMBLIES, TYPE 12.2S-2 U 2 8,013.50 16,027.00 6,960.00 13,920.00 208 TRAFFIC SIGNAL ASSEMBLIES, TYPE 16.8S-2 U 2 8,613.00 17,226.00 7,410.00 14,820.00 209 TRAFFIC SIGNAL ASSEMBLIES, TYPE C-1 U 5 1,457.50 7,287.50 1,984.00 9,920.00 210 TRAFFIC SIGNAL ASSEMBLIES, TYPE MM-1 U 6 1,815.00 10,890.00 2,446.00 14,676.00 211 TRAFFIC SIGNAL CABLE, 2 CONDUCTOR LM 65 4.35 282.75 6.00 390.00 212 TRAFFIC SIGNAL CABLE, 5 CONDUCTOR LM 290 4.90 1,421.00 6.80 1,972.00 213 TRAFFIC SIGNAL CABLE, 10 CONDUCTOR LM 775 5.94 4,603.50 7.90 6,122.50 214 TRAFFIC SIGNAL STANDARDS, TYPE T U 2 1,562.00 3,124.00 1,605.00 3,210.00 215 TRAFFIC CONTROLLER ASSEMBLY TURN ON U 1 2,326.50 2,326.50 1,325.00 1,325.00 216 CONTROLLER ASSEMBLIES, 8 PHASE CL U 1 27,786.00 27,786.00 27,605.00 27,605.00 217 TRAFFIC SIGNAL STANDARD, TYPE SC U 4 3,784.00 15,136.00 4,430.00 17,720.00 218 LIGHTING ARM ASSEMBLY, TYPE L-6.1 SA-V U 4 1,908.50 7,634.00 2,270.00 9,080.00 219 TRUNK CABLE, 36 FIBERS LM 1,185 55.00 65,175.00 25.00 29,625.00 220 TERMINATION CABLE, 6 FIBERS LM 15 315.70 4,735.50 300.00 4,500.00 221 TOPSOILING, 100 MM THICK SM 10,360 3.80 39,368.00 1.45 15,022.00 222 FERTILIZING AND SEEDING, TYPE A-3 SM 10,360 .47 4,869.20 .43 4,454.80 223 FERTILIZING AND SEEDING, TYPE F SM 1,000 .47 470.00 .43 430.00 224 TOPSOIL STABILIZATION MATTING SM 200 3.85 770.00 3.50 700.00 225 TURF REINFORCEMENT MATTING SM 134 24.20 3,242.80 22.00 2,948.00 226 STRAW MULCHING SM 11,360 .47 5,339.20 .43 4,884.80 227 WOOD MULCHING SM 106 3.58 379.48 3.25 344.50 228 WOOD MULCHING, 50 MM THICK SM 593 2.20 1,304.60 2.00 1,186.00 229 MOWING HA 2 548.90 1,097.80 566.56 1,133.12 230 NO ITEM U 0 .00 0.00 .00 0.00 231 NO ITEM U 0 .00 0.00 .00 0.00 232 CERCIS CANADENSIS, CLUMP, B&B, HEAVY, U 12 192.50 2,310.00 175.00 2,100.00 2.5 TO 3.0 M HIGH 233 CORNUS KOUSA, B&B, HEAVY, 2.5 TO 3.0 M HIGH U 11 253.00 2,783.00 230.00 2,530.00 234 FRAXINUS PENNSYLVANICA 'PATMORE', B&B, U 6 275.00 1,650.00 250.00 1,500.00 60 TO 80 MM CALIPER, 4.2 TO 4.8 M HIGH 235 HEMEROCALLIS, # SP5 CONTAINER, 1 TO 2 FAN U 2,135 9.90 21,136.50 9.00 19,215.00 DIVISION, HEAVY ROOT SYSTEM 236 LIGUSTRUM OVALIFOLIUM, BR, 0.9 TO 1.25 M HIGH U 50 15.40 770.00 14.00 700.00 237 MALUS 'PRAIRIFIRE', B&B, 40 TO 45 MM U 15 154.00 2,310.00 140.00 2,100.00 CALIPER, 1.8 TO 2.0 M HIGH 238 NARCISSUS, BULBS U 4,660 1.10 5,126.00 1.00 4,660.00 239 PICEA ABIES, B&B, 2.0 TO 2.5 M HIGH U 8 187.00 1,496.00 170.00 1,360.00 240 PINUS STROBUS, B&B, 2.5 TO 2.7 M HIGH U 12 247.50 2,970.00 225.00 2,700.00 241 QUERCUS RUBRA, B&B, 80 TO 90 MM CALIPER, U 6 368.50 2,211.00 335.00 2,010.00 4.2 TO 4.8 M HIGH 242 RUDBECKIA FULGIDA 'GOLDSTURM', # 1 CONTAINER U 1,180 14.30 16,874.00 13.00 15,340.00 243 TOPSOIL CM 23 26.40 607.20 24.00 552.00 244 WATERING CM 49 49.50 2,425.50 45.00 2,205.00 245 HEDGE RENOVATION LM 35 44.00 1,540.00 40.00 1,400.00 246 NONVEGETATIVE SURFACE, BITUMINOUS CONCRETE SM 244 26.40 6,441.60 24.00 5,856.00 247 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 0.00 250 NO ITEM U 0 .00 0.00 .00 0.00 251 NO ITEM U 0 .00 0.00 .00 0.00 252 NO ITEM U 0 .00 0.00 .00 0.00 253 NO ITEM U 0 .00 0.00 .00 0.00 254 NO ITEM U 0 .00 0.00 .00 0.00 255 NO ITEM U 0 .00 0.00 .00 0.00 256 NO ITEM U 0 .00 0.00 .00 0.00 SUMMARY OF AMOUNTS ROAD ITEMS $ 4,184,310.86 $ 4,191,889.12 BRIDGE ITEMS 0.00 0.00 SUB-TOTAL AMOUNTS FOR BRIDGE WORK AGREE AGREE (HEADER) LOW BID =$ 4,184,310.86 (HEADER) 2ND LOW BID =$ 4,191,889.12 COMPUTED LOW BID =$ 4,184,310.86 COMPUTED 2ND LOW BID =$ 4,191,889.12 COMPUTED LOW BID =$ 4,184,310.86 COMPUTED 2ND LOW BID =$ 4,191,889.12