THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: ROCHESTER 10620H COUNTIES AND CODES: STRAFFORD 017 DATE BIDS OPEN: FEBRUARY 17, 2009 SCOPE OF WORK: ROADWAY RECONSTRUCTION AND WIDENING LOCATION: SPAULDING TURNPIKE (NH 16) COMPLETION DATE: OCTOBER 14, 2011 A ALVIN J. COLEMAN & SON INC. 9 NH ROUTE 113, CONWAY, NH 03818 $22,843,849.72 B PIKE INDUSTRIES, INC. 3 EASTGATE PARK ROAD, BELMONT, NH 03220 $25,962,459.31 C SUR CONSTRUCTION INC. 233 CHESTNUT HILL ROAD, ROCHESTER NH 03867 $26,030,000.01 D SEVERINO TRUCKING CO., INC. PO BOX 202, CANDIA, NH 03034 $26,308,484.47 E CONTINENTAL PAVING INC. ONE CONTINENTAL DRIVE, LONDONDERRY, NH 03053 $27,007,067.55 F WEAVER BROS CONST. CO. INC. PO BOX 1326, CONCORD, NH 03302 $27,384,523.80 G R. S. AUDLEY, INC. 609 RT 3A, BOW, NH 03304 $27,997,629.02 H SARGENT CORPORATION 378 BENNOCH RD., STILLWATER, ME 04489 $29,253,838.40 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) A 20. 2,105.88 42,117.60 4,632.81 92,656.20 10,000.00 200,000.00 201.22 REMOVING LARGE TREES EA 26. 275.00 7,150.00 151.02 3,926.52 100.00 2,600.00 201.6 CLEARING FOR FENCE LINES (F) A 1. 1,500.00 1,500.00 2,500.00 2,500.00 8,650.00 8,650.00 201.8811 INVASIVE SPECIES CONTROL TYPE I A 2.7 1,544.05 4,168.94 1,700.59 4,591.59 1,800.00 4,860.00 201.8821 INVASIVE SPECIES CONTRO TYPE II A .1 15,440.53 1,544.05 2,913.72 291.37 40,000.00 4,000.00 202.201 DEMOLISHING BUILDINGS U 1. 5,352.72 5,352.72 6,953.37 6,953.37 7,500.00 7,500.00 202.202 DEMOLISHING BUILDINGS U 1. 5,352.72 5,352.72 6,529.76 6,529.76 7,500.00 7,500.00 202.203 DEMOLISHING BUILDINGS U 1. 5,352.72 5,352.72 6,497.47 6,497.47 8,000.00 8,000.00 202.204 DEMOLISHING BUILDINGS U 1. 4,838.03 4,838.03 7,498.71 7,498.71 8,000.00 8,000.00 202.205 DEMOLISHING BUILDINGS U 1. 4,940.97 4,940.97 6,497.47 6,497.47 8,000.00 8,000.00 202.206 DEMOLISHING BUILDINGS U 1. 823.50 823.50 1,037.71 1,037.71 800.00 800.00 202.302 BUILDING ASBESTOS ABATEMENT U 1. 3,567.79 3,567.79 3,781.41 3,781.41 1,200.00 1,200.00 202.303 BUILDING ASBESTOS ABATEMENT U 1. 3,567.79 3,567.79 3,781.41 3,781.41 500.00 500.00 202.306 BUILDING ASBESTOS ABATEMENT U 1. 3,567.79 3,567.79 3,781.41 3,781.41 1,200.00 1,200.00 10620H PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 202.31 FILL ABANDONED PIPE CY 110. 99.94 10,993.40 166.14 18,275.40 155.00 17,050.00 202.32 FILL & ABANDON STRUCTURE CY 125. 99.94 12,492.50 101.63 12,703.75 110.00 13,750.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 2,100. 10.30 21,630.00 9.94 20,874.00 11.50 24,150.00 202.42 REMOVAL OF EXISTING PIPE OVER 24" DIAMETER LF 250. 13.99 3,497.50 22.07 5,517.50 19.00 4,750.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 47. 151.96 7,142.12 243.52 11,445.44 365.00 17,155.00 202.7 REMOVAL OF GUARDRAIL (F) LF 12,300. 2.06 25,338.00 1.25 15,375.00 2.00 24,600.00 203.1 COMMON EXCAVATION CY 174,484. 2.47 430,975.48 5.88 1,025,965.92 2.90 506,003.60 203.2 ROCK EXCAVATION CY 127,000. 8.34 1,059,180.00 9.79 1,243,330.00 16.00 2,032,000.00 203.35 HANDLING EXCAVATED, CONTAMINATED SOILS CY 100. 7.99 799.00 14.42 1,442.00 50.00 5,000.00 203.4 MUCK EXCAVATION CY 200. 19.99 3,998.00 21.08 4,216.00 20.00 4,000.00 203.5554 GUARDRAIL 50' EAGRT PLATFORM U 7. 499.68 3,497.76 901.17 6,308.19 500.00 3,500.00 203.5555 GUARDRAIL 25'EAGRT PLATFORM U 1. 499.68 499.68 725.18 725.18 500.00 500.00 203.6 EMBANKMENT-IN-PLACE (F) CY 325,200. 3.38 1,099,176.00 3.62 1,177,224.00 8.10 2,634,120.00 203.699 TEMPORARY EMBANKMENT-IN- PLACE CY 3,170. 7.38 23,394.60 7.80 24,726.00 5.25 16,642.50 203.81 PRESPLITTING HOLES LF 12,000. 5.92 71,040.00 6.27 75,240.00 5.75 69,000.00 206.1 COMMON STRUCTURE EXCAVATION CY 5,800. 11.99 69,542.00 11.48 66,584.00 5.00 29,000.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 25. 19.99 499.75 46.14 1,153.50 50.00 1,250.00 206.2 ROCK STRUCTURE EXCAVATION CY 5,145. 13.29 68,377.05 20.52 105,575.40 20.00 102,900.00 207.1 COMMON CHANNEL EXCAVATION CY 210. 29.98 6,295.80 21.81 4,580.10 12.00 2,520.00 209.1 GRANULAR BACKFILL CY 2,200. 8.01 17,622.00 16.05 35,310.00 8.25 18,150.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 10,030. 18.62 186,758.60 22.00 220,660.00 22.50 225,675.00 211.11 VIBRATION MONITORING SERVICES HR 100. 46.32 4,632.00 49.08 4,908.00 45.00 4,500.00 214. FINE GRADING U 1. 89,706.97 89,706.97 341,617.00 341,617.00 180,500.00 180,500.00 304.1 SAND (F) CY 42,100. 9.46 398,266.00 8.75 368,375.00 6.50 273,650.00 304.102 ADDITIONAL SAND (F) CY 8,500. 9.51 80,835.00 9.75 82,875.00 6.50 55,250.00 304.2 GRAVEL (F) CY 18,500. 12.15 224,775.00 10.00 185,000.00 9.00 166,500.00 304.201 GRAVEL CY 38,400. 12.15 466,560.00 15.00 576,000.00 8.00 307,200.00 304.299 TEMPORARY GRAVEL CY 3,500. 12.62 44,170.00 11.52 40,320.00 8.00 28,000.00 304.31 CRUSHED GRAVEL FOR SHIMMING CY 890. 15.95 14,195.50 23.22 20,665.80 5.00 4,450.00 304.35 CRUSHED GRAVEL FOR DRIVES CY 33. 24.10 795.30 51.86 1,711.38 18.00 594.00 304.401 CRUSHED STONE (FINE GRADATION) CY 27,900. 13.50 376,650.00 16.83 469,557.00 4.00 111,600.00 304.499 TEMPORARY CRUSHED STONE (FINE GRADATION) CY 2,050. 14.68 30,094.00 16.71 34,255.50 4.00 8,200.00 304.5 CRUSHED STONE (COARSE GRADATION) (F) CY 22,100. 14.18 313,378.00 16.27 359,567.00 4.00 88,400.00 10620H PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 315.5 CRUSHED STONE ENERGY ABSORBING MATERIAL CY 2,000. 22.49 44,980.00 38.26 76,520.00 30.00 60,000.00 403.11001 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 1) TON 32,600. 71.49 2,330,574.00 73.50 2,396,100.00 69.50 2,265,700.00 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) TON 12,400. 70.00 868,000.00 72.50 899,000.00 69.50 861,800.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 700. 118.38 82,866.00 125.00 87,500.00 110.00 77,000.00 403.6 PAVEMENT JOINT ADHESIVE LF 165,100. .26 42,926.00 .25 41,275.00 .24 39,624.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 1" BASE COURSE (F) TON 228. 175.00 39,900.00 165.00 37,620.00 120.00 27,360.00 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD TON 205. 70.00 14,350.00 75.00 15,375.00 69.50 14,247.50 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 2,150. 70.00 150,500.00 75.00 161,250.00 69.50 149,425.00 417. COLD PLANING BITUMINOUS SURFACES SY 16,000. 1.67 26,720.00 4.25 68,000.00 1.60 25,600.00 502.101 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 98,438.31 98,438.31 196,323.80 196,323.80 60,000.00 60,000.00 502.102 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 15,440.53 15,440.53 61,078.51 61,078.51 10,000.00 10,000.00 502.103 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 63,960.56 63,960.56 98,161.90 98,161.90 60,000.00 60,000.00 503.102 WATER DIVERSION STRUCTURE U 1. 12,492.11 12,492.11 54,534.39 54,534.39 1,000.00 1,000.00 503.201 COFFERDAMS U 1. 145,400.00 145,400.00 190,870.36 190,870.36 190,000.00 190,000.00 503.202 COFFERDAMS U 1. 128,500.00 128,500.00 163,603.17 163,603.17 135,000.00 135,000.00 503.203 COFFERDAMS U 1. 42,500.00 42,500.00 65,441.27 65,441.27 110,000.00 110,000.00 503.3 COFFERDAMS WITH SHEETING LEFT IN PLACE U 1. 25,734.22 25,734.22 27,267.19 27,267.19 25,000.00 25,000.00 503.303 COFFERDAMS WITH SHEETING LEFT-IN-PLACE U 1. 77,500.00 77,500.00 109,068.77 109,068.77 75,000.00 75,000.00 504.1 COMMON BRIDGE EXCAVATION (F) CY 9,682. 10.04 97,207.28 8.00 77,456.00 30.00 290,460.00 508. STRUCTURAL FILL CY 1,765. 29.00 51,185.00 25.00 44,125.00 25.00 44,125.00 512.0101 PREPARATION FOR CONCRETE REPAIRS, CLASS I SY 10. 411.75 4,117.50 490.81 4,908.10 400.00 4,000.00 512.0201 PREPARATION FOR CONCRETE REPAIRS, CLASS II SY 10. 617.62 6,176.20 708.95 7,089.50 600.00 6,000.00 520.01 CONCRETE CLASS AA CY 2. 772.03 1,544.06 872.55 1,745.10 2,000.00 4,000.00 520.0102 CONCRETE CLASS AA (QC/QA) (F) CY 482. 675.00 325,350.00 981.62 473,140.84 675.00 325,350.00 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) CY 567. 300.00 170,100.00 381.74 216,446.58 300.00 170,100.00 520.12 CONCRETE CLASS A, ABOVE FOOTINGS (F) CY 2,040. 514.68 1,049,947.20 828.93 1,691,017.20 500.00 1,020,000.00 520.141 CONCRETE CLASS A, CULVERTS (F) CY 611. 475.00 290,225.00 654.42 399,850.62 450.00 274,950.00 10620H PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 520.2 CONCRETE CLASS B CY 265. 283.08 75,016.20 275.00 72,875.00 272.25 72,146.25 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) CY 1,322. 308.81 408,246.82 381.74 504,660.28 300.00 396,600.00 520.421 CONCRETE CLASS F, FLOWABLE FILL, EXCAVATABLE CY 65.6 155.00 10,168.00 235.00 15,416.00 120.00 7,872.00 520.70026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 686. 850.00 583,100.00 872.55 598,569.30 850.00 583,100.00 520.85 CONCRETE FOR BRIDGE DECK OVERLAY WITH HIGH-RANGE WATER REDUC. ADMIX. (F) CY 535. 283.08 151,447.80 381.74 204,230.90 250.00 133,750.00 534.3 WATER REPELLENT (SILANE- SILOXANE) GAL 332. 100.00 33,200.00 109.07 36,211.24 100.00 33,200.00 536.11 EPOXY COATING FOR CONCRETE (F) SF 1,626. 10.29 16,731.54 10.91 17,739.66 10.00 16,260.00 538.1 BARRIER MEMBRANE (F) SY 376. 22.65 8,516.40 27.27 10,253.52 25.00 9,400.00 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) SY 301. 51.47 15,492.47 32.72 9,848.72 50.00 15,050.00 538.6 BARRIER MEMBRANE, WELDED BY TORCH, MACHINE METHOD (F) SY 3,007. 25.73 77,370.11 26.18 78,723.26 25.00 75,175.00 541.1 PVC WATERSTOPS, NH TYPE 1 (F) LF 491. 5.00 2,455.00 7.63 3,746.33 5.00 2,455.00 541.2 PVC WATERSTOPS, NH TYPE 2 (F) LF 181. 4.00 724.00 7.63 1,381.03 5.00 905.00 541.3 PVC WATERSTOPS, NH TYPE 3 (F) LF 51. 5.00 255.00 7.63 389.13 5.00 255.00 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LF 263. 7.99 2,101.37 10.91 2,869.33 8.00 2,104.00 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LF 150. 7.99 1,198.50 10.91 1,636.50 8.00 1,200.00 544. REINFORCING STEEL (F) LB 403,698. 1.23 496,548.54 1.31 528,844.38 1.20 484,437.60 544.1 REINFORCING STEEL (ROADWAY) LB 22,350. 1.50 33,525.00 1.20 26,820.00 1.98 44,253.00 544.2 REINFORCING STEEL, EPOXY COATED (F) LB 382,018. 1.25 477,522.50 1.47 561,566.46 1.25 477,522.50 547. SHEAR CONNECTORS (F) EA 4,440. 4.12 18,292.80 4.36 19,358.40 4.00 17,760.00 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 15. 2,058.74 30,881.10 2,726.72 40,900.80 2,750.00 41,250.00 550.1 STRUCTURAL STEEL (F) LB 773,000. 1.75 1,352,750.00 1.96 1,515,080.00 1.75 1,352,750.00 550.2 BRIDGE SHOES (F) EA 15. 1,235.24 18,528.60 2,181.37 32,720.55 1,750.00 26,250.00 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LF 150. 89.94 13,491.00 103.62 15,543.00 89.50 13,425.00 561.301 PREFABRICATED EXPANSION JOINT, FINGER JOINT (F) LF 150. 1,250.00 187,500.00 818.02 122,703.00 1,000.00 150,000.00 563.22 BRIDGE RAIL T2 (F) LF 164. 107.05 17,556.20 115.00 18,860.00 104.00 17,056.00 563.223 BRIDGE RAIL T2 WITH SNOW FENCE (F) LF 424.75 138.96 59,023.26 143.50 60,951.63 135.00 57,341.25 565.222 BRIDGE APPROACH RAIL T2 (STEEL POSTS) (F) LF 232.66 148.23 34,487.19 129.00 30,013.14 144.00 33,503.04 10620H PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 570.4 MORTAR RUBBLE MASONRY (F) CY 52. 411.75 21,411.00 477.88 24,849.76 500.00 26,000.00 582.1 SLOPE PAVING WITH CONCRETE (F) SY 540. 47.87 25,849.80 50.71 27,383.40 52.00 28,080.00 585.2 STONE FILL, CLASS B CY 850. 11.29 9,596.50 16.84 14,314.00 24.00 20,400.00 585.21 STONE FILL, CLASS B (BRIDGE) CY 252. 15.92 4,011.84 32.72 8,245.44 24.00 6,048.00 585.3 STONE FILL, CLASS C CY 850. 19.21 16,328.50 26.67 22,669.50 37.00 31,450.00 585.4 STONE FILL, CLASS D CY 90. 69.62 6,265.80 80.21 7,218.90 77.50 6,975.00 593.411 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN SY 170. 2.25 382.50 4.76 809.20 2.50 425.00 593.431 GEOTEXTILE; PERM CONTROL CL.3, NON-WOVEN SY 4,550. 1.25 5,687.50 1.05 4,777.50 1.00 4,550.00 603.00212 12" R.C. PIPE, 2000D LF 700. 28.89 20,223.00 31.00 21,700.00 28.50 19,950.00 603.00215 15" R.C. PIPE, 2000D LF 6,600. 28.25 186,450.00 33.57 221,562.00 30.50 201,300.00 603.00218 18" R.C. PIPE, 2000D LF 1,300. 35.58 46,254.00 35.51 46,163.00 34.00 44,200.00 603.00224 24" R.C. PIPE, 2000D LF 500. 45.09 22,545.00 49.50 24,750.00 41.00 20,500.00 603.00230 30" R.C. PIPE, 2000D LF 100. 54.07 5,407.00 105.40 10,540.00 117.00 11,700.00 603.00236 36" R.C. PIPE, 2000D LF 150. 66.01 9,901.50 106.33 15,949.50 95.00 14,250.00 603.00248 48" R.C. PIPE, 2000D LF 305. 96.50 29,432.50 122.78 37,447.90 225.00 68,625.00 603.30112 12" R.C. END SECTIONS EA 1. 344.84 344.84 637.39 637.39 1,300.00 1,300.00 603.30115 15" R.C. END SECTIONS EA 3. 386.01 1,158.03 771.68 2,315.04 1,350.00 4,050.00 603.30118 18" R.C. END SECTIONS EA 4. 437.48 1,749.92 871.56 3,486.24 1,400.00 5,600.00 603.30124 24" R.C. END SECTIONS EA 1. 530.12 530.12 969.71 969.71 1,500.00 1,500.00 603.30136 36" R.C. END SECTIONS EA 1. 869.82 869.82 1,465.65 1,465.65 1,900.00 1,900.00 603.36112 12" ALUMINIZED STEEL END SECTION EA 10. 149.91 1,499.10 185.85 1,858.50 1,050.00 10,500.00 603.36115 15" ALUMINIZED STEEL END SECTION EA 14. 166.89 2,336.46 223.62 3,130.68 1,100.00 15,400.00 603.36118 18" ALUMINIZED STEEL END SECTION EA 6. 174.89 1,049.34 295.25 1,771.50 1,150.00 6,900.00 603.36124 24" ALUMINIZED STEEL END SECTION EA 7. 182.88 1,280.16 407.58 2,853.06 1,300.00 9,100.00 603.44012 12" CORR. POLYETHYLENE PIPE FOR SLOPE DRAINAGE LF 65. 28.23 1,834.95 22.62 1,470.30 20.50 1,332.50 603.44015 15" CORR. POLYETHYLENE PIPE FOR SLOPE DRAIN LF 400. 29.74 11,896.00 24.05 9,620.00 21.00 8,400.00 603.44018 18" CORR. POLYETHYLENE PIPE FOR SLOPE DRAIN LF 110. 32.65 3,591.50 30.09 3,309.90 28.50 3,135.00 603.44024 24" CORR. POLYETHYLENE PIPE FOR SLOPE DRAINAGE LF 20. 40.70 814.00 34.85 697.00 32.75 655.00 603.83212 12" PLASTIC PIPE (SMOOTH INTERIOR) LF 445. 20.40 9,078.00 24.12 10,733.40 21.00 9,345.00 603.83215 15" PLASTIC PIPE (SMOOTH INTERIOR) LF 2,000. 21.85 43,700.00 26.92 53,840.00 24.00 48,000.00 603.83218 18" PLASTIC PIPE (SMOOTH INTERIOR) LF 250. 25.60 6,400.00 38.75 9,687.50 29.00 7,250.00 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 350. 34.57 12,099.50 41.32 14,462.00 36.00 12,600.00 603.83230 30" PLASTIC PIPE (SMOOTH INTERIOR) LF 90. 39.44 3,549.60 57.41 5,166.90 55.00 4,950.00 10620H PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 603.86942 42" SOLID WALL POYETHYLENE LINER FOR EXISTING PIPE LF 360. 398.33 143,398.80 386.00 138,960.00 360.00 129,600.00 604.0007 POLYETHYLENE LINER EA 181. 96.88 17,535.28 151.49 27,419.69 125.00 22,625.00 604.12 CATCH BASINS TYPE B U 200. 1,684.77 336,954.00 1,696.01 339,202.00 2,225.00 445,000.00 604.125 CATCH BASINS TYPE B, 5-FOOT DIAMETER U 15. 2,068.71 31,030.65 2,127.16 31,907.40 2,980.00 44,700.00 604.126 CATCH BASINS TYPE B, 6-FOOT DIAMETER U 5. 2,681.20 13,406.00 2,408.24 12,041.20 3,790.00 18,950.00 604.15 CATCH BASINS TYPE E U 7. 1,862.56 13,037.92 1,911.72 13,382.04 2,460.00 17,220.00 604.155 CATCH BASINS TYPE E, 5-FOOT DIAMETER U 2. 2,516.79 5,033.58 2,367.77 4,735.54 3,200.00 6,400.00 604.191 SPECIAL CATCH BASINS U 2. 2,978.51 5,957.02 2,372.84 4,745.68 3,665.00 7,330.00 604.22 DROP INLETS TYPE B U 3. 1,621.97 4,865.91 1,172.45 3,517.35 1,980.00 5,940.00 604.32 DRAINAGE MANHOLES U 4. 1,753.62 7,014.48 1,938.81 7,755.24 2,160.00 8,640.00 604.4 RECONSTRUCTING/ADJUSTING CATCH BASIN & DROP INLET LF 80. 156.62 12,529.60 234.49 18,759.20 285.00 22,800.00 604.6 MANHOLE COVERS & FRAMES EA 1. 496.16 496.16 573.56 573.56 540.00 540.00 605.506 6" PERF. CORR. POLYETHYL PIPE UND. LF 9,600. 12.26 117,696.00 15.84 152,064.00 13.00 124,800.00 605.515 15" PERF. CORR. POLYETHLY PIPE UND. LF 3,900. 15.89 61,971.00 25.61 99,879.00 27.00 105,300.00 605.518 18" PERF. CORR. POLYETHYL PIPE UND. LF 1,400. 20.16 28,224.00 32.33 45,262.00 31.00 43,400.00 605.524 24" PERF. CORR. POLYETHYL PIPE UNDERDRAIN LF 200. 28.03 5,606.00 35.32 7,064.00 36.00 7,200.00 605.79 UNDERDRAIN FLUSHING BASINS EA 23. 275.63 6,339.49 381.55 8,775.65 250.00 5,750.00 606.120 BEAM GUARDRAIL (STANDARD SECTION-STEEL POST) LF 8,600. 18.53 159,358.00 16.50 141,900.00 18.00 154,800.00 606.141 BEAM GUARDRAIL (CURVED W/CRT POSTS) LF 50. 22.65 1,132.50 15.00 750.00 22.00 1,100.00 606.1454 BEAM GUARDRAIL (TERM. UNIT TYPE EAGRT 50 FT.) U 7. 2,161.67 15,131.69 2,150.00 15,050.00 2,100.00 14,700.00 606.1455 BEAM GUARDRAIL (TERM. UNIT EAGRT 25 FT.) U 1. 1,801.40 1,801.40 2,000.00 2,000.00 1,750.00 1,750.00 606.147 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) U 9. 566.15 5,095.35 500.00 4,500.00 550.00 4,950.00 606.2120 DOUBLE -FACED STEEL BEAM GUARDRAIL (GALVANIZED) (STD.SECTION STEEL BEAM) LF 115. 24.70 2,840.50 30.00 3,450.00 24.00 2,760.00 606.21403 DOUBLE-FACED BEAM GUARDRAIL (THRIE BEAM) INCLUD. TRANS. SECTION LF 2,400. 33.97 81,528.00 35.00 84,000.00 33.00 79,200.00 606.3229 DOUBLE FACED TRANSITION, RAIL STEEL POST (MODIFIED BARRIER) U 1. 4,940.97 4,940.97 3,500.00 3,500.00 4,800.00 4,800.00 606.4129 MODIFIED CONCRETE MEDIAN BARRIER, PRECAST LF 5,100. 75.25 383,775.00 14.20 72,420.00 80.00 408,000.00 606.41291 TRANSITION MODIFIED CONCRETE BARRIER U 1. 4,736.60 4,736.60 5,915.65 5,915.65 22,500.00 22,500.00 10620H PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LF 9,300. 19.89 184,977.00 30.00 279,000.00 12.00 111,600.00 606.4175 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL ANCHORED LF 60. 34.98 2,098.80 43.63 2,617.80 50.00 3,000.00 606.84 ANCHOR FOR CURVED GUARD- RAIL W/CRT POSTS U 1. 1,299.18 1,299.18 1,650.00 1,650.00 1,200.00 1,200.00 606.95 TEMPORARY TRAFFIC CONTROL BARRIER LF 3,850. 13.22 50,897.00 16.00 61,600.00 15.70 60,445.00 606.9512 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 2 U 9. 4,374.82 39,373.38 4,635.42 41,718.78 4,207.50 37,867.50 606.9513 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 3 U 6. 3,697.66 22,185.96 8,670.97 52,025.82 7,870.50 47,223.00 607.1 WOVEN WIRE FENCE LF 5,700. 5.00 28,500.00 6.25 35,625.00 5.32 30,324.00 607.41 POST ASSEMBLIES FOR WOVEN WIRE FENCE EA 22. 149.91 3,298.02 345.00 7,590.00 385.00 8,470.00 608.12 2" BITUMINOUS SIDEWALK (F) SY 1,080. 13.26 14,320.80 12.68 13,694.40 150.00 162,000.00 608.24 4" CONCRETE SIDEWALK (F) SY 82. 39.12 3,207.84 51.12 4,191.84 32.00 2,624.00 608.26 6" CONCRETE SIDEWALK (F) SY 1,850. 46.01 85,118.50 52.65 97,402.50 39.00 72,150.00 608.28 8" CONCRETE SIDEWALK (F) SY 170. 52.91 8,994.70 59.45 10,106.50 45.00 7,650.00 608.54 DETECTABLE WARNING DEVICES, CAST IRON SY 11.7 411.75 4,817.48 400.00 4,680.00 350.00 4,095.00 609.01 STRAIGHT GRANITE CURB LF 3,800. 15.44 58,672.00 20.08 76,304.00 16.50 62,700.00 609.02 CURVED GRANITE CURB LF 60. 23.17 1,390.20 28.14 1,688.40 4.60 276.00 609.21 STRAIGHT GRANITE SLOPE CURB LF 12,100. 12.09 146,289.00 14.43 174,603.00 11.50 139,150.00 609.216 STRAIGHT GRANITE SLOPE CURB 6" HIGH LF 3,500. 14.93 52,255.00 16.43 57,505.00 13.50 47,250.00 609.22 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS LF 60. 23.17 1,390.20 14.89 893.40 11.50 690.00 609.226 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS, 6" HIGH LF 155. 14.93 2,314.15 16.30 2,526.50 13.50 2,092.50 609.23 CURVED GRANITE SLOPE CURB LF 7. 51.47 360.29 54.53 381.71 55.00 385.00 609.3 STRAIGHT GRANITE CURB (BRIDGE) LF 600. 36.03 21,618.00 35.45 21,270.00 35.00 21,000.00 609.5 RESET GRANITE CURB LF 255. 5.15 1,313.25 7.09 1,807.95 7.50 1,912.50 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 7,950. 3.40 27,030.00 2.26 17,967.00 4.00 31,800.00 609.812 BITUMINOUS CURB, TYPE A LF 155. 3.40 527.00 12.36 1,915.80 4.50 697.50 611.05208 8" CEMENT LINED DUCTILE IRON WATER PIPE , CL.52 LF 20. 33.26 665.20 166.98 3,339.60 43.00 860.00 611.05216 16" CEMENT LINED DUCTILE IRON WATER PIPE , CL.52 LF 250. 84.17 21,042.50 157.78 39,445.00 87.00 21,750.00 611.15208 8" CEMENT LINED DUCTILE IRON WATER PIPE, CL 52 (SUPPLIED BY OTHERS) LF 275. 18.54 5,098.50 64.99 17,872.25 19.00 5,225.00 10620H PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 611.51101 1" CORPORATION STOP (SUPPLIED BY OTHERS) EA 1. 199.51 199.51 445.18 445.18 65.00 65.00 611.5111 1" COPPER WATER PIPE (SUPPLIED BY OTHERS) LF 75. 11.97 897.75 13.20 990.00 7.00 525.00 611.70008 8" FITTING EA 4. 389.17 1,556.68 753.65 3,014.60 500.00 2,000.00 611.70016 16" FITTING EA 8. 610.91 4,887.28 1,754.95 14,039.60 1,500.00 12,000.00 611.70106 6" FITTING EA 3. 123.82 371.46 198.59 595.77 200.00 600.00 611.70108 8" FITTING (SUPPLIED BY EA 1. 123.82 123.82 198.59 198.59 250.00 250.00 611.71106 6" GATE VALVE (SUPPLIED BY OTHERS) EA 1. 123.82 123.82 369.00 369.00 175.00 175.00 611.74 CHLORINE INJECTION TAP EA 2. 421.84 843.68 1,118.97 2,237.94 350.00 700.00 611.811 ADJUSTING/RELOCATING HYDRANTS EA 2. 1,568.34 3,136.68 1,571.48 3,142.96 1,400.00 2,800.00 611.951 WATER MAIN INSULATION SY 20. 17.50 350.00 17.90 358.00 10.00 200.00 614.331 3" STEEL CONDUIT LF 340. 15.44 5,249.60 19.63 6,674.20 15.50 5,270.00 614.511 CONCRETE PULL BOX 14" EA 22. 272.78 6,001.16 316.30 6,958.60 290.00 6,380.00 614.523 MOLDED PULL BOX 17"X30" EA 28. 308.81 8,646.68 327.21 9,161.88 300.00 8,400.00 614.7314 3" PVC PLASTIC CONDUIT, SCHEDULE 40 LF 2,800. 6.44 18,032.00 8.73 24,444.00 6.00 16,800.00 614.7318 3" PVC PLASTIC CONDUIT, SCHEDULE 80 LF 355. 13.38 4,749.90 18.54 6,581.70 16.00 5,680.00 614.7324 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 750. 7.73 5,797.50 16.36 12,270.00 9.90 7,425.00 614.7328 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 950. 15.44 14,668.00 21.27 20,206.50 18.00 17,100.00 614.7424 4" 2-DUCT PVC PLASTIC CONDUIT, SHCEDULE 40 LF 2,500. 9.26 23,150.00 13.09 32,725.00 12.00 30,000.00 614.7428 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 265. 17.50 4,637.50 17.45 4,624.25 16.00 4,240.00 615.003 REMOVING TRAFFIC SIGN U 38. 25.73 977.74 27.27 1,036.26 24.75 940.50 615.012 TRAFFIC SIGN TYPE A, BREAKAWAY MOUNTS (F) SF 308. 66.91 20,608.28 70.89 21,834.12 64.35 19,819.80 615.02 TRAFFIC SIGN TYPE B (F) SF 23.3 77.20 1,798.76 81.80 1,905.94 74.25 1,730.03 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) SF 320.5 69.49 22,271.55 73.62 23,595.21 66.83 21,419.02 615.024 RELOCATING TRAFFIC SIGN, TYPE B U 5. 1,852.86 9,264.30 1,963.24 9,816.20 1,782.00 8,910.00 615.03 TRAFFIC SIGN TYPE C (F) SF 244.9 51.47 12,605.00 54.53 13,354.40 49.50 12,122.55 615.032 TRAFFIC SIGN TYPE C, BREAKAWAY MOUNTS (F) SF 208. 108.08 22,480.64 114.53 23,822.24 103.95 21,621.60 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 16. 257.34 4,117.44 272.68 4,362.88 247.50 3,960.00 615.04 TRAFFIC SIGN TYPE AA (F) SF 2,076. 17.50 36,330.00 18.54 38,489.04 16.83 34,939.08 615.06 TRAFFIC SIGN TYPE CC (F) SF 54.6 10.29 561.83 10.91 595.69 9.90 540.54 615.10001 FULL TRAFFIC SIGN STRUCTURE U 1. 120,333.22 120,333.22 127,501.40 127,501.40 125,000.00 125,000.00 615.10002 FULL TRAFFIC SIGN STRUCTURE U 1. 87,599.29 87,599.29 92,817.53 92,817.53 95,000.00 95,000.00 615.10003 FULL TRAFFIC SIGN STRUCTURE U 1. 87,908.10 87,908.10 93,144.74 93,144.74 91,000.00 91,000.00 10620H PAGE 9 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 615.10004 FULL TRAFFIC SIGN STRUCTURE U 1. 75,967.43 75,967.43 80,492.76 80,492.76 81,000.00 81,000.00 616.101 TRAFFIC SIGNALS U 1. 73,949.86 73,949.86 75,257.45 75,257.45 69,000.00 69,000.00 616.141 COMPUTER EQUIPMENT SOFTWARE U 1. 5,419.63 5,419.63 4,362.76 4,362.76 4,000.00 4,000.00 616.161 TRAFFIC SIGNALS (TEMP.) U 1. 8,749.64 8,749.64 5,453.44 5,453.44 5,000.00 5,000.00 616.162 TRAFFIC SIGNAL (TEMP.) U 1. 10,808.37 10,808.37 9,816.19 9,816.19 9,000.00 9,000.00 616.191 ALTERATIONS TO TRAFFIC SIGNALS U 1. 33,917.71 33,917.71 31,629.95 31,629.95 29,000.00 29,000.00 616.95 INSTALL TRAFFIC STUDY EQUIPMENT U 1. 3,602.79 3,602.79 3,817.40 3,817.40 3,500.00 3,500.00 616.96 WEIGH-IN-MOTION TRAFFIC STUDY EQUIPMENT U 1. 97,275.36 97,275.36 90,472.55 90,472.55 90,000.00 90,000.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 450,000.00 450,000.00 450,000.00 450,000.00 450,000.00 450,000.00 618.7 FLAGGERS HR 6,400. 16.99 108,736.00 21.40 136,960.00 28.00 179,200.00 619.1 MAINTENANCE OF TRAFFIC U 1. 195,263.37 195,263.37 175,115.92 175,115.92 160,375.80 160,375.80 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 4. 3,897.54 15,590.16 17,451.00 69,804.00 1,000.00 4,000.00 621.1 RETROREFLECTIVE MEDIAN BARRIER DELINEATOR EA 54. 20.59 1,111.86 20.00 1,080.00 20.00 1,080.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 110. 5.15 566.50 4.50 495.00 5.00 550.00 621.31 SINGLE DELINEATOR WITH POST EA 127. 28.82 3,660.14 27.00 3,429.00 24.75 3,143.25 621.32 DOUBLE DELINEATOR WITH POST EA 48. 30.88 1,482.24 35.00 1,680.00 29.70 1,425.60 621.33 SINGLE DELINEATOR DOUBLE FACED WITH POST EA 45. 30.88 1,389.60 34.50 1,552.50 29.70 1,336.50 622.1 STEEL WITNESS MARKERS EA 80. 24.98 1,998.40 22.00 1,760.00 25.00 2,000.00 622.2 CONCRETE BOUNDS EA 29. 308.81 8,955.49 275.00 7,975.00 300.00 8,700.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 6. 617.62 3,705.72 643.51 3,861.06 590.00 3,540.00 625.52 LIGHT POLE (HIGHWAY) U 5. 2,120.50 10,602.50 1,854.16 9,270.80 1,700.00 8,500.00 628.2 SAWED BITUMINOUS PAVEMENT LF 3,000. 1.25 3,750.00 .93 2,790.00 1.50 4,500.00 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 38,800. .10 3,880.00 .16 6,208.00 .10 3,880.00 632.0106 RETROREFLECTIVE PAINT PAVE. MARKING, 6" LINE LF 130,000. .12 15,600.00 .20 26,000.00 .12 15,600.00 632.0112 RETROREFLECTIVE PAINT PAVE. MARKING, 12" LINE LF 3,400. .39 1,326.00 .39 1,326.00 .38 1,292.00 632.0118 RETROREFLECTIVE PAINT PAVE. MARKING, 18" LINE LF 400. 1.29 516.00 .65 260.00 500.00 200,000.00 632.02 RETROREFLECTIVE PAINT PAVEMENT MARKING, SYMBOL OR WORD SF 1,200. 1.49 1,788.00 1.53 1,836.00 1.45 1,740.00 632.3112 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 12" LINE LF 250. 1.60 400.00 2.18 545.00 1.55 387.50 632.3118 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 18" LINE LF 300. 2.32 696.00 3.27 981.00 2.25 675.00 10620H PAGE 10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD SF 650. 3.76 2,444.00 3.82 2,483.00 3.65 2,372.50 632.9104 OBLITERATE PAVEMENT MARKING, 4" LINE LF 5,200. .31 1,612.00 .38 1,976.00 .30 1,560.00 632.9106 OBLITERATE PAVEMENT MARKING, 6" LINE LF 16,150. .37 5,975.50 .44 7,106.00 .36 5,814.00 641. LOAM CY 270. 16.18 4,368.60 38.02 10,265.40 30.00 8,100.00 643.22 FERTILIZER FOR REFERTIL- IZATION TON 14. 205.87 2,882.18 927.08 12,979.12 850.00 11,900.00 644.82 SALT-TOLERANT GRASS SEED, TYPE 82 LB 65. 14.41 936.65 15.27 992.55 14.00 910.00 645.2 MATTING FOR EROSION SY 5. 10.25 51.25 70.00 350.00 5.00 25.00 645.3 EROSION STONE TON 7,500. 14.99 112,425.00 19.65 147,375.00 26.00 195,000.00 645.45 PERMANENT CHANNEL STABILIZATION TYPE A SY 11,300. 3.55 40,115.00 4.80 54,240.00 5.00 56,500.00 645.52 RYEGRASS FOR TEMPORARY EROSION CONTROL LB 2,650. 1.26 3,339.00 2.18 5,777.00 1.00 2,650.00 645.531 SILT FENCE LF 11,500. 2.08 23,920.00 2.54 29,210.00 3.00 34,500.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 3,293.98 3,293.98 3,490.20 3,490.20 3,300.00 3,300.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS HR 600. 55.08 33,048.00 58.35 35,010.00 50.00 30,000.00 646.31 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS SY 135,700. .36 48,852.00 .38 51,566.00 .35 47,495.00 647.1 HUMUS CY 14,800. 12.51 185,148.00 11.36 168,128.00 15.00 222,000.00 647.22 HUMUS, INTERMIXED, 2" DEE CY 155. 13.94 2,160.70 17.40 2,697.00 18.00 2,790.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 5. 257.34 1,286.70 250.00 1,250.00 130.00 650.00 670.101 TEMPORARY LIGHTING U 1. 16,469.90 16,469.90 19.63 19.63 28,600.00 28,600.00 670.104 TEMPORARY LIGHTING TOWERS U 3. 6,176.21 18,528.63 19,741.45 59,224.35 1,000.00 3,000.00 670.95 TEMPORARY SAFETY FENCE LF 500. 1.60 800.00 2.02 1,010.00 3.00 1,500.00 692. MOBILIZATION U 1. 1,246,019.32 1,246,019.32 720,000.00 720,000.00 1,510,000.00 1,510,000.00 698.11 FIELD OFFICE TYPE A MON 34. 1,598.99 54,365.66 1,463.12 49,746.08 2,600.00 88,400.00 698.2 PHYSICAL TESTING LABORATORY MON 34. 599.62 20,387.08 327.21 11,125.14 300.00 10,200.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 1008.11 ALTERATIONS AND ADDITIONS AS NEEDED- UNANTICIPATED WORK $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 1008.52 ALTERATIONS AND ADDITIONS AS NEEDED - DEWATERING $ 1. 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 1008.53 ALTERATIONS AND ADDITIONS AS NEEDED - INVASIVE SPECIES MANAGEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1008.8 ALTERATIONS AND ADDITIONS AS NEEDED - WINTER MAINTENANCE $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 10620H PAGE 11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 1009.1 PROJECT HEALTH AND SAFETY PLAN $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1009.2 TREATMENT OR DISPOSAL OF CONTAMINATED SOIL/GROUNDWATER $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 1009.41 BUILDING ASBESTOS ABATEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1009.42 BUILDING ASBESTOS ABATEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1009.43 BUILDING ASBESTOS ABATEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1009.5 DISPOSAL FUEL SLUDGE $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1010.15 FUEL ADJUSTMENT $ 1. 250,000.00 250,000.00 250,000.00 250,000.00 250,000.00 250,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 75,000.00 75,000.00 75,000.00 75,000.00 75,000.00 75,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA ASPHALT $ 1. 183,000.00 183,000.00 183,000.00 183,000.00 183,000.00 183,000.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 26,000.00 26,000.00 26,000.00 26,000.00 26,000.00 26,000.00 1010.43 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 13,000.00 13,000.00 13,000.00 13,000.00 13,000.00 13,000.00 $22,843,849.72 $25,962,459.31 $26,030,000.01 THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: ROCHESTER 10620H COUNTIES AND CODES: STRAFFORD 017 DATE BIDS OPEN: FEBRUARY 17, 2009 SCOPE OF WORK: ROADWAY RECONSTRUCTION AND WIDENING LOCATION: SPAULDING TURNPIKE (NH 16) COMPLETION DATE: OCTOBER 14, 2011 A ALVIN J. COLEMAN & SON INC. 9 NH ROUTE 113, CONWAY, NH 03818 $22,843,849.72 B PIKE INDUSTRIES, INC. 3 EASTGATE PARK ROAD, BELMONT, NH 03220 $25,962,459.31 C SUR CONSTRUCTION INC. 233 CHESTNUT HILL ROAD, ROCHESTER NH 03867 $26,030,000.01 D SEVERINO TRUCKING CO., INC. PO BOX 202, CANDIA, NH 03034 $26,308,484.47 E CONTINENTAL PAVING INC. ONE CONTINENTAL DRIVE, LONDONDERRY, NH 03053 $27,007,067.55 F WEAVER BROS CONST. CO. INC. PO BOX 1326, CONCORD, NH 03302 $27,384,523.80 G R. S. AUDLEY, INC. 609 RT 3A, BOW, NH 03304 $27,997,629.02 H SARGENT CORPORATION 378 BENNOCH RD., STILLWATER, ME 04489 $29,253,838.40 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) A 20. 4,250.00 85,000.00 5,000.00 100,000.00 4,200.00 84,000.00 201.22 REMOVING LARGE TREES EA 26. 150.00 3,900.00 300.00 7,800.00 400.00 10,400.00 201.6 CLEARING FOR FENCE LINES (F) A 1. 7,500.00 7,500.00 10,000.00 10,000.00 2,200.00 2,200.00 201.8811 INVASIVE SPECIES CONTROL TYPE I A 2.7 3,500.00 9,450.00 4,500.00 12,150.00 4,000.00 10,800.00 201.8821 INVASIVE SPECIES CONTRO TYPE II A .1 8,000.00 800.00 5,000.00 500.00 10,000.00 1,000.00 202.201 DEMOLISHING BUILDINGS U 1. 8,000.00 8,000.00 10,000.00 10,000.00 7,000.00 7,000.00 202.202 DEMOLISHING BUILDINGS U 1. 7,000.00 7,000.00 8,000.00 8,000.00 12,000.00 12,000.00 202.203 DEMOLISHING BUILDINGS U 1. 8,500.00 8,500.00 16,000.00 16,000.00 7,000.00 7,000.00 202.204 DEMOLISHING BUILDINGS U 1. 8,500.00 8,500.00 15,000.00 15,000.00 7,000.00 7,000.00 202.205 DEMOLISHING BUILDINGS U 1. 8,500.00 8,500.00 10,000.00 10,000.00 7,000.00 7,000.00 202.206 DEMOLISHING BUILDINGS U 1. 1,000.00 1,000.00 22,000.00 22,000.00 7,000.00 7,000.00 202.302 BUILDING ASBESTOS ABATEMENT U 1. 5,000.00 5,000.00 8,000.00 8,000.00 1,500.00 1,500.00 202.303 BUILDING ASBESTOS ABATEMENT U 1. 4,000.00 4,000.00 2,000.00 2,000.00 1,500.00 1,500.00 202.306 BUILDING ASBESTOS ABATEMENT U 1. 2,000.00 2,000.00 1,000.00 1,000.00 1,000.00 1,000.00 10620H PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 202.31 FILL ABANDONED PIPE CY 110. 225.00 24,750.00 150.00 16,500.00 185.00 20,350.00 202.32 FILL & ABANDON STRUCTURE CY 125. 225.00 28,125.00 150.00 18,750.00 175.00 21,875.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 2,100. 8.00 16,800.00 12.00 25,200.00 8.80 18,480.00 202.42 REMOVAL OF EXISTING PIPE OVER 24" DIAMETER LF 250. 10.00 2,500.00 16.00 4,000.00 22.00 5,500.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 47. 350.00 16,450.00 300.00 14,100.00 325.00 15,275.00 202.7 REMOVAL OF GUARDRAIL (F) LF 12,300. 2.00 24,600.00 2.00 24,600.00 2.10 25,830.00 203.1 COMMON EXCAVATION CY 174,484. 5.50 959,662.00 7.00 1,221,388.00 4.25 741,557.00 203.2 ROCK EXCAVATION CY 127,000. 9.00 1,143,000.00 12.00 1,524,000.00 11.50 1,460,500.00 203.35 HANDLING EXCAVATED, CONTAMINATED SOILS CY 100. 20.00 2,000.00 20.00 2,000.00 20.00 2,000.00 203.4 MUCK EXCAVATION CY 200. 20.00 4,000.00 20.00 4,000.00 7.00 1,400.00 203.5554 GUARDRAIL 50' EAGRT PLATFORM U 7. 1,250.00 8,750.00 800.00 5,600.00 1,200.00 8,400.00 203.5555 GUARDRAIL 25'EAGRT PLATFORM U 1. 800.00 800.00 1,000.00 1,000.00 1,000.00 1,000.00 203.6 EMBANKMENT-IN-PLACE (F) CY 325,200. 3.00 975,600.00 6.00 1,951,200.00 3.90 1,268,280.00 203.699 TEMPORARY EMBANKMENT-IN- PLACE CY 3,170. 4.00 12,680.00 5.00 15,850.00 7.00 22,190.00 203.81 PRESPLITTING HOLES LF 12,000. 5.75 69,000.00 5.00 60,000.00 6.25 75,000.00 206.1 COMMON STRUCTURE EXCAVATION CY 5,800. 8.00 46,400.00 15.00 87,000.00 6.90 40,020.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 25. 75.00 1,875.00 100.00 2,500.00 15.00 375.00 206.2 ROCK STRUCTURE EXCAVATION CY 5,145. 8.00 41,160.00 45.00 231,525.00 12.00 61,740.00 207.1 COMMON CHANNEL EXCAVATION CY 210. 25.00 5,250.00 20.00 4,200.00 8.00 1,680.00 209.1 GRANULAR BACKFILL CY 2,200. 25.00 55,000.00 22.00 48,400.00 16.00 35,200.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 10,030. 30.00 300,900.00 22.00 220,660.00 23.00 230,690.00 211.11 VIBRATION MONITORING SERVICES HR 100. 50.00 5,000.00 75.00 7,500.00 50.00 5,000.00 214. FINE GRADING U 1. 325,000.00 325,000.00 140,000.00 140,000.00 250,000.00 250,000.00 304.1 SAND (F) CY 42,100. 14.00 589,400.00 12.00 505,200.00 15.00 631,500.00 304.102 ADDITIONAL SAND (F) CY 8,500. 14.00 119,000.00 12.00 102,000.00 15.00 127,500.00 304.2 GRAVEL (F) CY 18,500. 15.00 277,500.00 16.00 296,000.00 21.50 397,750.00 304.201 GRAVEL CY 38,400. 15.00 576,000.00 16.00 614,400.00 21.50 825,600.00 304.299 TEMPORARY GRAVEL CY 3,500. 16.00 56,000.00 16.00 56,000.00 21.50 75,250.00 304.31 CRUSHED GRAVEL FOR SHIMMING CY 890. 20.00 17,800.00 20.00 17,800.00 22.75 20,247.50 304.35 CRUSHED GRAVEL FOR DRIVES CY 33. 30.00 990.00 25.00 825.00 25.00 825.00 304.401 CRUSHED STONE (FINE GRADATION) CY 27,900. 20.00 558,000.00 18.00 502,200.00 22.75 634,725.00 304.499 TEMPORARY CRUSHED STONE (FINE GRADATION) CY 2,050. 20.00 41,000.00 18.00 36,900.00 22.75 46,637.50 304.5 CRUSHED STONE (COARSE GRADATION) (F) CY 22,100. 20.00 442,000.00 18.00 397,800.00 22.75 502,775.00 10620H PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 315.5 CRUSHED STONE ENERGY ABSORBING MATERIAL CY 2,000. 25.00 50,000.00 24.00 48,000.00 25.50 51,000.00 403.11001 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 1) TON 32,600. 70.50 2,298,300.00 70.00 2,282,000.00 70.00 2,282,000.00 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) TON 12,400. 70.50 874,200.00 70.00 868,000.00 70.00 868,000.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 700. 110.00 77,000.00 110.00 77,000.00 125.00 87,500.00 403.6 PAVEMENT JOINT ADHESIVE LF 165,100. .25 41,275.00 .30 49,530.00 .26 42,926.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 1" BASE COURSE (F) TON 228. 120.00 27,360.00 120.00 27,360.00 145.00 33,060.00 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD TON 205. 85.00 17,425.00 80.00 16,400.00 95.00 19,475.00 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 2,150. 75.00 161,250.00 70.00 150,500.00 100.00 215,000.00 417. COLD PLANING BITUMINOUS SURFACES SY 16,000. 2.50 40,000.00 2.00 32,000.00 4.60 73,600.00 502.101 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 200,000.00 200,000.00 130,000.00 130,000.00 170,000.00 170,000.00 502.102 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 10,000.00 10,000.00 25,000.00 25,000.00 27,000.00 27,000.00 502.103 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 80,000.00 80,000.00 85,000.00 85,000.00 110,000.00 110,000.00 503.102 WATER DIVERSION STRUCTURE U 1. 12,000.00 12,000.00 50,000.00 50,000.00 50,000.00 50,000.00 503.201 COFFERDAMS U 1. 233,000.00 233,000.00 275,000.00 275,000.00 215,000.00 215,000.00 503.202 COFFERDAMS U 1. 180,000.00 180,000.00 200,000.00 200,000.00 170,000.00 170,000.00 503.203 COFFERDAMS U 1. 93,000.00 93,000.00 100,000.00 100,000.00 20,000.00 20,000.00 503.3 COFFERDAMS WITH SHEETING LEFT IN PLACE U 1. 34,500.00 34,500.00 25,000.00 25,000.00 85,000.00 85,000.00 503.303 COFFERDAMS WITH SHEETING LEFT-IN-PLACE U 1. 81,600.00 81,600.00 90,000.00 90,000.00 120,000.00 120,000.00 504.1 COMMON BRIDGE EXCAVATION (F) CY 9,682. 15.00 145,230.00 16.00 154,912.00 8.40 81,328.80 508. STRUCTURAL FILL CY 1,765. 40.00 70,600.00 25.00 44,125.00 36.00 63,540.00 512.0101 PREPARATION FOR CONCRETE REPAIRS, CLASS I SY 10. 600.00 6,000.00 600.00 6,000.00 550.00 5,500.00 512.0201 PREPARATION FOR CONCRETE REPAIRS, CLASS II SY 10. 1,000.00 10,000.00 1,000.00 10,000.00 750.00 7,500.00 520.01 CONCRETE CLASS AA CY 2. 2,675.00 5,350.00 2,675.00 5,350.00 2,000.00 4,000.00 520.0102 CONCRETE CLASS AA (QC/QA) (F) CY 482. 712.00 343,184.00 712.00 343,184.00 1,400.00 674,800.00 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) CY 567. 265.00 150,255.00 265.00 150,255.00 325.00 184,275.00 520.12 CONCRETE CLASS A, ABOVE FOOTINGS (F) CY 2,040. 490.00 999,600.00 490.00 999,600.00 485.00 989,400.00 520.141 CONCRETE CLASS A, CULVERTS (F) CY 611. 360.00 219,960.00 475.00 290,225.00 650.00 397,150.00 10620H PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 520.2 CONCRETE CLASS B CY 265. 279.00 73,935.00 280.00 74,200.00 300.00 79,500.00 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) CY 1,322. 261.00 345,042.00 261.00 345,042.00 325.00 429,650.00 520.421 CONCRETE CLASS F, FLOWABLE FILL, EXCAVATABLE CY 65.6 120.00 7,872.00 150.00 9,840.00 200.00 13,120.00 520.70026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 686. 816.00 559,776.00 816.00 559,776.00 850.00 583,100.00 520.85 CONCRETE FOR BRIDGE DECK OVERLAY WITH HIGH-RANGE WATER REDUC. ADMIX. (F) CY 535. 462.00 247,170.00 462.00 247,170.00 750.00 401,250.00 534.3 WATER REPELLENT (SILANE- SILOXANE) GAL 332. 100.00 33,200.00 100.00 33,200.00 110.00 36,520.00 536.11 EPOXY COATING FOR CONCRETE (F) SF 1,626. 10.00 16,260.00 10.00 16,260.00 11.00 17,886.00 538.1 BARRIER MEMBRANE (F) SY 376. 22.00 8,272.00 22.00 8,272.00 25.00 9,400.00 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) SY 301. 45.00 13,545.00 45.00 13,545.00 44.00 13,244.00 538.6 BARRIER MEMBRANE, WELDED BY TORCH, MACHINE METHOD (F) SY 3,007. 21.00 63,147.00 21.00 63,147.00 23.00 69,161.00 541.1 PVC WATERSTOPS, NH TYPE 1 (F) LF 491. 10.00 4,910.00 10.00 4,910.00 6.00 2,946.00 541.2 PVC WATERSTOPS, NH TYPE 2 (F) LF 181. 10.00 1,810.00 10.00 1,810.00 6.00 1,086.00 541.3 PVC WATERSTOPS, NH TYPE 3 (F) LF 51. 10.00 510.00 10.00 510.00 6.00 306.00 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LF 263. 10.00 2,630.00 10.00 2,630.00 7.50 1,972.50 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LF 150. 10.00 1,500.00 10.00 1,500.00 9.00 1,350.00 544. REINFORCING STEEL (F) LB 403,698. 1.02 411,771.96 1.02 411,771.96 1.15 464,252.70 544.1 REINFORCING STEEL (ROADWAY) LB 22,350. .83 18,550.50 2.00 44,700.00 2.20 49,170.00 544.2 REINFORCING STEEL, EPOXY COATED (F) LB 382,018. 1.23 469,882.14 1.23 469,882.14 1.25 477,522.50 547. SHEAR CONNECTORS (F) EA 4,440. 4.30 19,092.00 4.30 19,092.00 5.50 24,420.00 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 15. 1,860.00 27,900.00 1,860.00 27,900.00 2,500.00 37,500.00 550.1 STRUCTURAL STEEL (F) LB 773,000. 1.77 1,368,210.00 1.77 1,368,210.00 1.70 1,314,100.00 550.2 BRIDGE SHOES (F) EA 15. 1,070.00 16,050.00 1,070.00 16,050.00 1,200.00 18,000.00 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LF 150. 89.50 13,425.00 99.00 14,850.00 100.00 15,000.00 561.301 PREFABRICATED EXPANSION JOINT, FINGER JOINT (F) LF 150. 1,025.00 153,750.00 1,025.00 153,750.00 1,200.00 180,000.00 563.22 BRIDGE RAIL T2 (F) LF 164. 112.20 18,400.80 100.00 16,400.00 100.00 16,400.00 563.223 BRIDGE RAIL T2 WITH SNOW FENCE (F) LF 424.75 143.00 60,739.25 130.00 55,217.50 140.00 59,465.00 565.222 BRIDGE APPROACH RAIL T2 (STEEL POSTS) (F) LF 232.66 127.00 29,547.82 145.00 33,735.70 150.00 34,899.00 10620H PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 570.4 MORTAR RUBBLE MASONRY (F) CY 52. 550.00 28,600.00 500.00 26,000.00 470.00 24,440.00 582.1 SLOPE PAVING WITH CONCRETE (F) SY 540. 55.00 29,700.00 50.00 27,000.00 50.00 27,000.00 585.2 STONE FILL, CLASS B CY 850. 25.00 21,250.00 20.00 17,000.00 18.00 15,300.00 585.21 STONE FILL, CLASS B (BRIDGE) CY 252. 30.00 7,560.00 25.00 6,300.00 20.00 5,040.00 585.3 STONE FILL, CLASS C CY 850. 25.00 21,250.00 30.00 25,500.00 33.00 28,050.00 585.4 STONE FILL, CLASS D CY 90. 30.00 2,700.00 30.00 2,700.00 42.00 3,780.00 593.411 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN SY 170. 4.00 680.00 2.50 425.00 2.50 425.00 593.431 GEOTEXTILE; PERM CONTROL CL.3, NON-WOVEN SY 4,550. 1.50 6,825.00 3.00 13,650.00 2.00 9,100.00 603.00212 12" R.C. PIPE, 2000D LF 700. 36.00 25,200.00 30.00 21,000.00 31.00 21,700.00 603.00215 15" R.C. PIPE, 2000D LF 6,600. 38.00 250,800.00 40.00 264,000.00 33.00 217,800.00 603.00218 18" R.C. PIPE, 2000D LF 1,300. 40.00 52,000.00 42.00 54,600.00 40.00 52,000.00 603.00224 24" R.C. PIPE, 2000D LF 500. 54.00 27,000.00 50.00 25,000.00 60.00 30,000.00 603.00230 30" R.C. PIPE, 2000D LF 100. 110.00 11,000.00 60.00 6,000.00 105.00 10,500.00 603.00236 36" R.C. PIPE, 2000D LF 150. 87.00 13,050.00 100.00 15,000.00 85.00 12,750.00 603.00248 48" R.C. PIPE, 2000D LF 305. 120.00 36,600.00 125.00 38,125.00 160.00 48,800.00 603.30112 12" R.C. END SECTIONS EA 1. 550.00 550.00 475.00 475.00 600.00 600.00 603.30115 15" R.C. END SECTIONS EA 3. 600.00 1,800.00 550.00 1,650.00 630.00 1,890.00 603.30118 18" R.C. END SECTIONS EA 4. 650.00 2,600.00 600.00 2,400.00 675.00 2,700.00 603.30124 24" R.C. END SECTIONS EA 1. 750.00 750.00 650.00 650.00 800.00 800.00 603.30136 36" R.C. END SECTIONS EA 1. 1,100.00 1,100.00 1,000.00 1,000.00 1,300.00 1,300.00 603.36112 12" ALUMINIZED STEEL END SECTION EA 10. 180.00 1,800.00 320.00 3,200.00 250.00 2,500.00 603.36115 15" ALUMINIZED STEEL END SECTION EA 14. 215.00 3,010.00 350.00 4,900.00 300.00 4,200.00 603.36118 18" ALUMINIZED STEEL END SECTION EA 6. 270.00 1,620.00 400.00 2,400.00 370.00 2,220.00 603.36124 24" ALUMINIZED STEEL END SECTION EA 7. 400.00 2,800.00 550.00 3,850.00 500.00 3,500.00 603.44012 12" CORR. POLYETHYLENE PIPE FOR SLOPE DRAINAGE LF 65. 30.00 1,950.00 25.00 1,625.00 27.00 1,755.00 603.44015 15" CORR. POLYETHYLENE PIPE FOR SLOPE DRAIN LF 400. 32.00 12,800.00 30.00 12,000.00 29.00 11,600.00 603.44018 18" CORR. POLYETHYLENE PIPE FOR SLOPE DRAIN LF 110. 35.00 3,850.00 40.00 4,400.00 30.00 3,300.00 603.44024 24" CORR. POLYETHYLENE PIPE FOR SLOPE DRAINAGE LF 20. 50.00 1,000.00 55.00 1,100.00 50.00 1,000.00 603.83212 12" PLASTIC PIPE (SMOOTH INTERIOR) LF 445. 36.00 16,020.00 22.00 9,790.00 21.00 9,345.00 603.83215 15" PLASTIC PIPE (SMOOTH INTERIOR) LF 2,000. 35.00 70,000.00 24.00 48,000.00 23.00 46,000.00 603.83218 18" PLASTIC PIPE (SMOOTH INTERIOR) LF 250. 42.00 10,500.00 28.00 7,000.00 34.00 8,500.00 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 350. 58.00 20,300.00 34.00 11,900.00 41.00 14,350.00 603.83230 30" PLASTIC PIPE (SMOOTH INTERIOR) LF 90. 75.00 6,750.00 42.00 3,780.00 60.00 5,400.00 10620H PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 603.86942 42" SOLID WALL POYETHYLENE LINER FOR EXISTING PIPE LF 360. 390.00 140,400.00 400.00 144,000.00 400.00 144,000.00 604.0007 POLYETHYLENE LINER EA 181. 325.00 58,825.00 150.00 27,150.00 170.00 30,770.00 604.12 CATCH BASINS TYPE B U 200. 1,500.00 300,000.00 1,800.00 360,000.00 1,770.00 354,000.00 604.125 CATCH BASINS TYPE B, 5-FOOT DIAMETER U 15. 2,200.00 33,000.00 3,000.00 45,000.00 2,700.00 40,500.00 604.126 CATCH BASINS TYPE B, 6-FOOT DIAMETER U 5. 2,850.00 14,250.00 3,600.00 18,000.00 3,000.00 15,000.00 604.15 CATCH BASINS TYPE E U 7. 1,950.00 13,650.00 2,400.00 16,800.00 1,950.00 13,650.00 604.155 CATCH BASINS TYPE E, 5-FOOT DIAMETER U 2. 2,500.00 5,000.00 3,200.00 6,400.00 2,500.00 5,000.00 604.191 SPECIAL CATCH BASINS U 2. 3,025.00 6,050.00 4,000.00 8,000.00 400.00 800.00 604.22 DROP INLETS TYPE B U 3. 1,450.00 4,350.00 1,500.00 4,500.00 1,620.00 4,860.00 604.32 DRAINAGE MANHOLES U 4. 1,690.00 6,760.00 2,500.00 10,000.00 2,400.00 9,600.00 604.4 RECONSTRUCTING/ADJUSTING CATCH BASIN & DROP INLET LF 80. 250.00 20,000.00 350.00 28,000.00 300.00 24,000.00 604.6 MANHOLE COVERS & FRAMES EA 1. 480.00 480.00 500.00 500.00 475.00 475.00 605.506 6" PERF. CORR. POLYETHYL PIPE UND. LF 9,600. 14.00 134,400.00 16.00 153,600.00 15.50 148,800.00 605.515 15" PERF. CORR. POLYETHLY PIPE UND. LF 3,900. 25.00 97,500.00 30.00 117,000.00 24.50 95,550.00 605.518 18" PERF. CORR. POLYETHYL PIPE UND. LF 1,400. 30.00 42,000.00 32.00 44,800.00 30.00 42,000.00 605.524 24" PERF. CORR. POLYETHYL PIPE UNDERDRAIN LF 200. 37.00 7,400.00 35.00 7,000.00 40.00 8,000.00 605.79 UNDERDRAIN FLUSHING BASINS EA 23. 400.00 9,200.00 600.00 13,800.00 360.00 8,280.00 606.120 BEAM GUARDRAIL (STANDARD SECTION-STEEL POST) LF 8,600. 14.75 126,850.00 18.00 154,800.00 19.00 163,400.00 606.141 BEAM GUARDRAIL (CURVED W/CRT POSTS) LF 50. 14.80 740.00 22.00 1,100.00 24.00 1,200.00 606.1454 BEAM GUARDRAIL (TERM. UNIT TYPE EAGRT 50 FT.) U 7. 2,146.00 15,022.00 2,100.00 14,700.00 2,200.00 15,400.00 606.1455 BEAM GUARDRAIL (TERM. UNIT EAGRT 25 FT.) U 1. 1,872.00 1,872.00 1,800.00 1,800.00 1,900.00 1,900.00 606.147 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) U 9. 545.00 4,905.00 600.00 5,400.00 600.00 5,400.00 606.2120 DOUBLE -FACED STEEL BEAM GUARDRAIL (GALVANIZED) (STD.SECTION STEEL BEAM) LF 115. 23.30 2,679.50 24.00 2,760.00 26.00 2,990.00 606.21403 DOUBLE-FACED BEAM GUARDRAIL (THRIE BEAM) INCLUD. TRANS. SECTION LF 2,400. 32.40 77,760.00 33.00 79,200.00 35.00 84,000.00 606.3229 DOUBLE FACED TRANSITION, RAIL STEEL POST (MODIFIED BARRIER) U 1. 2,100.00 2,100.00 4,800.00 4,800.00 5,000.00 5,000.00 606.4129 MODIFIED CONCRETE MEDIAN BARRIER, PRECAST LF 5,100. 70.00 357,000.00 90.00 459,000.00 100.00 510,000.00 606.41291 TRANSITION MODIFIED CONCRETE BARRIER U 1. 20,000.00 20,000.00 5,000.00 5,000.00 6,000.00 6,000.00 10620H PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LF 9,300. 10.00 93,000.00 20.00 186,000.00 21.00 195,300.00 606.4175 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL ANCHORED LF 60. 38.00 2,280.00 60.00 3,600.00 60.00 3,600.00 606.84 ANCHOR FOR CURVED GUARD- RAIL W/CRT POSTS U 1. 1,600.00 1,600.00 1,200.00 1,200.00 1,300.00 1,300.00 606.95 TEMPORARY TRAFFIC CONTROL BARRIER LF 3,850. 10.00 38,500.00 16.00 61,600.00 17.00 65,450.00 606.9512 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 2 U 9. 6,500.00 58,500.00 4,500.00 40,500.00 4,600.00 41,400.00 606.9513 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 3 U 6. 10,800.00 64,800.00 6,000.00 36,000.00 8,500.00 51,000.00 607.1 WOVEN WIRE FENCE LF 5,700. 5.11 29,127.00 5.00 28,500.00 8.50 48,450.00 607.41 POST ASSEMBLIES FOR WOVEN WIRE FENCE EA 22. 369.00 8,118.00 150.00 3,300.00 250.00 5,500.00 608.12 2" BITUMINOUS SIDEWALK (F) SY 1,080. 21.00 22,680.00 16.00 17,280.00 16.00 17,280.00 608.24 4" CONCRETE SIDEWALK (F) SY 82. 45.00 3,690.00 50.00 4,100.00 40.00 3,280.00 608.26 6" CONCRETE SIDEWALK (F) SY 1,850. 50.00 92,500.00 50.00 92,500.00 47.00 86,950.00 608.28 8" CONCRETE SIDEWALK (F) SY 170. 56.00 9,520.00 55.00 9,350.00 55.00 9,350.00 608.54 DETECTABLE WARNING DEVICES, CAST IRON SY 11.7 400.00 4,680.00 500.00 5,850.00 425.00 4,972.50 609.01 STRAIGHT GRANITE CURB LF 3,800. 15.00 57,000.00 15.00 57,000.00 16.00 60,800.00 609.02 CURVED GRANITE CURB LF 60. 23.00 1,380.00 23.00 1,380.00 25.00 1,500.00 609.21 STRAIGHT GRANITE SLOPE CURB LF 12,100. 10.15 122,815.00 10.50 127,050.00 11.80 142,780.00 609.216 STRAIGHT GRANITE SLOPE CURB 6" HIGH LF 3,500. 12.00 42,000.00 12.45 43,575.00 13.00 45,500.00 609.22 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS LF 60. 10.15 609.00 10.50 630.00 15.00 900.00 609.226 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS, 6" HIGH LF 155. 12.00 1,860.00 12.45 1,929.75 14.00 2,170.00 609.23 CURVED GRANITE SLOPE CURB LF 7. 50.00 350.00 50.00 350.00 60.00 420.00 609.3 STRAIGHT GRANITE CURB (BRIDGE) LF 600. 29.00 17,400.00 30.00 18,000.00 37.00 22,200.00 609.5 RESET GRANITE CURB LF 255. 10.00 2,550.00 6.50 1,657.50 7.00 1,785.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 7,950. 4.00 31,800.00 4.00 31,800.00 3.50 27,825.00 609.812 BITUMINOUS CURB, TYPE A LF 155. 4.50 697.50 4.50 697.50 5.00 775.00 611.05208 8" CEMENT LINED DUCTILE IRON WATER PIPE , CL.52 LF 20. 106.00 2,120.00 80.00 1,600.00 75.00 1,500.00 611.05216 16" CEMENT LINED DUCTILE IRON WATER PIPE , CL.52 LF 250. 94.00 23,500.00 120.00 30,000.00 92.00 23,000.00 611.15208 8" CEMENT LINED DUCTILE IRON WATER PIPE, CL 52 (SUPPLIED BY OTHERS) LF 275. 31.00 8,525.00 50.00 13,750.00 50.00 13,750.00 10620H PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 611.51101 1" CORPORATION STOP (SUPPLIED BY OTHERS) EA 1. 150.00 150.00 100.00 100.00 150.00 150.00 611.5111 1" COPPER WATER PIPE (SUPPLIED BY OTHERS) LF 75. 35.00 2,625.00 20.00 1,500.00 11.00 825.00 611.70008 8" FITTING EA 4. 400.00 1,600.00 300.00 1,200.00 200.00 800.00 611.70016 16" FITTING EA 8. 1,500.00 12,000.00 800.00 6,400.00 1,000.00 8,000.00 611.70106 6" FITTING EA 3. 510.00 1,530.00 600.00 1,800.00 150.00 450.00 611.70108 8" FITTING (SUPPLIED BY EA 1. 250.00 250.00 1,000.00 1,000.00 150.00 150.00 611.71106 6" GATE VALVE (SUPPLIED BY OTHERS) EA 1. 470.00 470.00 1,000.00 1,000.00 150.00 150.00 611.74 CHLORINE INJECTION TAP EA 2. 500.00 1,000.00 400.00 800.00 500.00 1,000.00 611.811 ADJUSTING/RELOCATING HYDRANTS EA 2. 1,975.00 3,950.00 2,000.00 4,000.00 1,500.00 3,000.00 611.951 WATER MAIN INSULATION SY 20. 15.00 300.00 20.00 400.00 15.00 300.00 614.331 3" STEEL CONDUIT LF 340. 15.50 5,270.00 15.00 5,100.00 20.00 6,800.00 614.511 CONCRETE PULL BOX 14" EA 22. 290.00 6,380.00 265.00 5,830.00 310.00 6,820.00 614.523 MOLDED PULL BOX 17"X30" EA 28. 300.00 8,400.00 300.00 8,400.00 325.00 9,100.00 614.7314 3" PVC PLASTIC CONDUIT, SCHEDULE 40 LF 2,800. 6.00 16,800.00 6.25 17,500.00 8.50 23,800.00 614.7318 3" PVC PLASTIC CONDUIT, SCHEDULE 80 LF 355. 16.00 5,680.00 13.00 4,615.00 18.00 6,390.00 614.7324 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 750. 9.90 7,425.00 8.00 6,000.00 16.00 12,000.00 614.7328 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 950. 18.00 17,100.00 16.00 15,200.00 20.00 19,000.00 614.7424 4" 2-DUCT PVC PLASTIC CONDUIT, SHCEDULE 40 LF 2,500. 12.00 30,000.00 9.00 22,500.00 13.00 32,500.00 614.7428 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 265. 16.00 4,240.00 17.00 4,505.00 17.00 4,505.00 615.003 REMOVING TRAFFIC SIGN U 38. 30.00 1,140.00 300.00 11,400.00 27.00 1,026.00 615.012 TRAFFIC SIGN TYPE A, BREAKAWAY MOUNTS (F) SF 308. 75.00 23,100.00 90.00 27,720.00 70.00 21,560.00 615.02 TRAFFIC SIGN TYPE B (F) SF 23.3 70.00 1,631.00 70.00 1,631.00 80.00 1,864.00 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) SF 320.5 70.00 22,435.00 72.00 23,076.00 70.00 22,435.00 615.024 RELOCATING TRAFFIC SIGN, TYPE B U 5. 2,000.00 10,000.00 4,500.00 22,500.00 2,000.00 10,000.00 615.03 TRAFFIC SIGN TYPE C (F) SF 244.9 50.00 12,245.00 50.00 12,245.00 53.00 12,979.70 615.032 TRAFFIC SIGN TYPE C, BREAKAWAY MOUNTS (F) SF 208. 100.00 20,800.00 80.00 16,640.00 110.00 22,880.00 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 16. 250.00 4,000.00 300.00 4,800.00 275.00 4,400.00 615.04 TRAFFIC SIGN TYPE AA (F) SF 2,076. 17.00 35,292.00 20.00 41,520.00 18.00 37,368.00 615.06 TRAFFIC SIGN TYPE CC (F) SF 54.6 10.00 546.00 10.00 546.00 11.00 600.60 615.10001 FULL TRAFFIC SIGN STRUCTURE U 1. 112,000.00 112,000.00 112,000.00 112,000.00 125,000.00 125,000.00 615.10002 FULL TRAFFIC SIGN STRUCTURE U 1. 84,000.00 84,000.00 82,000.00 82,000.00 90,000.00 90,000.00 615.10003 FULL TRAFFIC SIGN STRUCTURE U 1. 80,000.00 80,000.00 80,000.00 80,000.00 90,000.00 90,000.00 10620H PAGE 9 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 615.10004 FULL TRAFFIC SIGN STRUCTURE U 1. 72,000.00 72,000.00 75,000.00 75,000.00 80,000.00 80,000.00 616.101 TRAFFIC SIGNALS U 1. 69,000.00 69,000.00 72,000.00 72,000.00 74,000.00 74,000.00 616.141 COMPUTER EQUIPMENT SOFTWARE U 1. 4,000.00 4,000.00 6,000.00 6,000.00 4,000.00 4,000.00 616.161 TRAFFIC SIGNALS (TEMP.) U 1. 5,000.00 5,000.00 10,000.00 10,000.00 6,000.00 6,000.00 616.162 TRAFFIC SIGNAL (TEMP.) U 1. 9,000.00 9,000.00 10,000.00 10,000.00 9,500.00 9,500.00 616.191 ALTERATIONS TO TRAFFIC SIGNALS U 1. 29,000.00 29,000.00 33,000.00 33,000.00 30,000.00 30,000.00 616.95 INSTALL TRAFFIC STUDY EQUIPMENT U 1. 3,500.00 3,500.00 4,000.00 4,000.00 4,000.00 4,000.00 616.96 WEIGH-IN-MOTION TRAFFIC STUDY EQUIPMENT U 1. 79,800.00 79,800.00 95,000.00 95,000.00 90,000.00 90,000.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 450,000.00 450,000.00 450,000.00 450,000.00 450,000.00 450,000.00 618.7 FLAGGERS HR 6,400. 15.00 96,000.00 22.50 144,000.00 23.00 147,200.00 619.1 MAINTENANCE OF TRAFFIC U 1. 225,000.00 225,000.00 300,000.00 300,000.00 300,000.00 300,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 4. 20,000.00 80,000.00 10,000.00 40,000.00 17,500.00 70,000.00 621.1 RETROREFLECTIVE MEDIAN BARRIER DELINEATOR EA 54. 20.00 1,080.00 20.00 1,080.00 22.00 1,188.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 110. 5.00 550.00 5.00 550.00 6.00 660.00 621.31 SINGLE DELINEATOR WITH POST EA 127. 25.00 3,175.00 28.00 3,556.00 30.00 3,810.00 621.32 DOUBLE DELINEATOR WITH POST EA 48. 30.00 1,440.00 30.00 1,440.00 32.00 1,536.00 621.33 SINGLE DELINEATOR DOUBLE FACED WITH POST EA 45. 30.00 1,350.00 30.00 1,350.00 32.00 1,440.00 622.1 STEEL WITNESS MARKERS EA 80. 30.00 2,400.00 25.00 2,000.00 27.00 2,160.00 622.2 CONCRETE BOUNDS EA 29. 300.00 8,700.00 325.00 9,425.00 325.00 9,425.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 6. 590.00 3,540.00 600.00 3,600.00 625.00 3,750.00 625.52 LIGHT POLE (HIGHWAY) U 5. 1,700.00 8,500.00 2,100.00 10,500.00 1,800.00 9,000.00 628.2 SAWED BITUMINOUS PAVEMENT LF 3,000. 2.00 6,000.00 1.00 3,000.00 2.45 7,350.00 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 38,800. .10 3,880.00 .12 4,656.00 .11 4,268.00 632.0106 RETROREFLECTIVE PAINT PAVE. MARKING, 6" LINE LF 130,000. .12 15,600.00 .13 16,900.00 .13 16,900.00 632.0112 RETROREFLECTIVE PAINT PAVE. MARKING, 12" LINE LF 3,400. .38 1,292.00 .20 680.00 .40 1,360.00 632.0118 RETROREFLECTIVE PAINT PAVE. MARKING, 18" LINE LF 400. 1.25 500.00 1.50 600.00 1.10 440.00 632.02 RETROREFLECTIVE PAINT PAVEMENT MARKING, SYMBOL OR WORD SF 1,200. 1.45 1,740.00 2.00 2,400.00 1.55 1,860.00 632.3112 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 12" LINE LF 250. 1.55 387.50 2.00 500.00 1.65 412.50 632.3118 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 18" LINE LF 300. 2.25 675.00 4.00 1,200.00 2.15 645.00 10620H PAGE 10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD SF 650. 3.65 2,372.50 6.00 3,900.00 4.00 2,600.00 632.9104 OBLITERATE PAVEMENT MARKING, 4" LINE LF 5,200. .30 1,560.00 .35 1,820.00 .27 1,404.00 632.9106 OBLITERATE PAVEMENT MARKING, 6" LINE LF 16,150. .36 5,814.00 .35 5,652.50 .32 5,168.00 641. LOAM CY 270. 30.00 8,100.00 25.00 6,750.00 20.00 5,400.00 643.22 FERTILIZER FOR REFERTIL- IZATION TON 14. 850.00 11,900.00 200.00 2,800.00 900.00 12,600.00 644.82 SALT-TOLERANT GRASS SEED, TYPE 82 LB 65. 14.00 910.00 15.00 975.00 16.00 1,040.00 645.2 MATTING FOR EROSION SY 5. 10.00 50.00 4.00 20.00 10.00 50.00 645.3 EROSION STONE TON 7,500. 15.00 112,500.00 25.00 187,500.00 1.85 13,875.00 645.45 PERMANENT CHANNEL STABILIZATION TYPE A SY 11,300. 3.00 33,900.00 3.50 39,550.00 28.00 316,400.00 645.52 RYEGRASS FOR TEMPORARY EROSION CONTROL LB 2,650. 2.00 5,300.00 2.00 5,300.00 2.00 5,300.00 645.531 SILT FENCE LF 11,500. 3.25 37,375.00 3.00 34,500.00 3.50 40,250.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 4,000.00 4,000.00 3,200.00 3,200.00 3,500.00 3,500.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS HR 600. 55.00 33,000.00 60.00 36,000.00 58.00 34,800.00 646.31 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS SY 135,700. .35 47,495.00 .35 47,495.00 .37 50,209.00 647.1 HUMUS CY 14,800. 28.00 414,400.00 16.00 236,800.00 13.50 199,800.00 647.22 HUMUS, INTERMIXED, 2" DEE CY 155. 30.00 4,650.00 20.00 3,100.00 17.00 2,635.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 5. 250.00 1,250.00 250.00 1,250.00 150.00 750.00 670.101 TEMPORARY LIGHTING U 1. 28,600.00 28,600.00 16,000.00 16,000.00 17,000.00 17,000.00 670.104 TEMPORARY LIGHTING TOWERS U 3. 6,500.00 19,500.00 1,000.00 3,000.00 8,000.00 24,000.00 670.95 TEMPORARY SAFETY FENCE LF 500. 3.00 1,500.00 4.00 2,000.00 4.00 2,000.00 692. MOBILIZATION U 1. 2,457,000.00 2,457,000.00 1,300,000.00 1,300,000.00 1,270,000.00 1,270,000.00 698.11 FIELD OFFICE TYPE A MON 34. 2,150.00 73,100.00 2,000.00 68,000.00 2,500.00 85,000.00 698.2 PHYSICAL TESTING LABORATORY MON 34. 600.00 20,400.00 1,000.00 34,000.00 800.00 27,200.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 1008.11 ALTERATIONS AND ADDITIONS AS NEEDED- UNANTICIPATED WORK $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 1008.52 ALTERATIONS AND ADDITIONS AS NEEDED - DEWATERING $ 1. 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 1008.53 ALTERATIONS AND ADDITIONS AS NEEDED - INVASIVE SPECIES MANAGEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1008.8 ALTERATIONS AND ADDITIONS AS NEEDED - WINTER MAINTENANCE $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 10620H PAGE 11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 1009.1 PROJECT HEALTH AND SAFETY PLAN $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1009.2 TREATMENT OR DISPOSAL OF CONTAMINATED SOIL/GROUNDWATER $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 1009.41 BUILDING ASBESTOS ABATEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1009.42 BUILDING ASBESTOS ABATEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1009.43 BUILDING ASBESTOS ABATEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1009.5 DISPOSAL FUEL SLUDGE $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1010.15 FUEL ADJUSTMENT $ 1. 250,000.00 250,000.00 250,000.00 250,000.00 250,000.00 250,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 75,000.00 75,000.00 75,000.00 75,000.00 75,000.00 75,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA ASPHALT $ 1. 183,000.00 183,000.00 183,000.00 183,000.00 183,000.00 183,000.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 26,000.00 26,000.00 26,000.00 26,000.00 26,000.00 26,000.00 1010.43 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 13,000.00 13,000.00 13,000.00 13,000.00 13,000.00 13,000.00 $26,308,484.47 $27,007,067.55 $27,384,523.80 THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: ROCHESTER 10620H COUNTIES AND CODES: STRAFFORD 017 DATE BIDS OPEN: FEBRUARY 17, 2009 SCOPE OF WORK: ROADWAY RECONSTRUCTION AND WIDENING LOCATION: SPAULDING TURNPIKE (NH 16) COMPLETION DATE: OCTOBER 14, 2011 A ALVIN J. COLEMAN & SON INC. 9 NH ROUTE 113, CONWAY, NH 03818 $22,843,849.72 B PIKE INDUSTRIES, INC. 3 EASTGATE PARK ROAD, BELMONT, NH 03220 $25,962,459.31 C SUR CONSTRUCTION INC. 233 CHESTNUT HILL ROAD, ROCHESTER NH 03867 $26,030,000.01 D SEVERINO TRUCKING CO., INC. PO BOX 202, CANDIA, NH 03034 $26,308,484.47 E CONTINENTAL PAVING INC. ONE CONTINENTAL DRIVE, LONDONDERRY, NH 03053 $27,007,067.55 F WEAVER BROS CONST. CO. INC. PO BOX 1326, CONCORD, NH 03302 $27,384,523.80 G R. S. AUDLEY, INC. 609 RT 3A, BOW, NH 03304 $27,997,629.02 H SARGENT CORPORATION 378 BENNOCH RD., STILLWATER, ME 04489 $29,253,838.40 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) A 20. 3,800.00 76,000.00 8,000.00 160,000.00 201.22 REMOVING LARGE TREES EA 26. 500.00 13,000.00 500.00 13,000.00 201.6 CLEARING FOR FENCE LINES (F) A 1. 1,950.00 1,950.00 2,500.00 2,500.00 201.8811 INVASIVE SPECIES CONTROL TYPE I A 2.7 2,500.00 6,750.00 600.00 1,620.00 201.8821 INVASIVE SPECIES CONTRO TYPE II A .1 10,000.00 1,000.00 1,250.00 125.00 202.201 DEMOLISHING BUILDINGS U 1. 4,500.00 4,500.00 12,000.00 12,000.00 202.202 DEMOLISHING BUILDINGS U 1. 4,500.00 4,500.00 24,000.00 24,000.00 202.203 DEMOLISHING BUILDINGS U 1. 5,000.00 5,000.00 17,000.00 17,000.00 202.204 DEMOLISHING BUILDINGS U 1. 5,000.00 5,000.00 17,000.00 17,000.00 202.205 DEMOLISHING BUILDINGS U 1. 5,000.00 5,000.00 15,000.00 15,000.00 202.206 DEMOLISHING BUILDINGS U 1. 750.00 750.00 5,000.00 5,000.00 202.302 BUILDING ASBESTOS ABATEMENT U 1. 1,500.00 1,500.00 10,000.00 10,000.00 202.303 BUILDING ASBESTOS ABATEMENT U 1. 1,500.00 1,500.00 1,000.00 1,000.00 202.306 BUILDING ASBESTOS ABATEMENT U 1. 1,500.00 1,500.00 1,250.00 1,250.00 10620H PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 202.31 FILL ABANDONED PIPE CY 110. 195.00 21,450.00 200.00 22,000.00 202.32 FILL & ABANDON STRUCTURE CY 125. 125.00 15,625.00 150.00 18,750.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 2,100. 15.00 31,500.00 14.00 29,400.00 202.42 REMOVAL OF EXISTING PIPE OVER 24" DIAMETER LF 250. 18.00 4,500.00 20.00 5,000.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 47. 280.00 13,160.00 400.00 18,800.00 202.7 REMOVAL OF GUARDRAIL (F) LF 12,300. 1.50 18,450.00 2.00 24,600.00 203.1 COMMON EXCAVATION CY 174,484. 6.00 1,046,904.00 5.70 994,558.80 203.2 ROCK EXCAVATION CY 127,000. 12.50 1,587,500.00 5.70 723,900.00 203.35 HANDLING EXCAVATED, CONTAMINATED SOILS CY 100. 15.00 1,500.00 200.00 20,000.00 203.4 MUCK EXCAVATION CY 200. 7.50 1,500.00 15.00 3,000.00 203.5554 GUARDRAIL 50' EAGRT PLATFORM U 7. 1,100.00 7,700.00 700.00 4,900.00 203.5555 GUARDRAIL 25'EAGRT PLATFORM U 1. 900.00 900.00 600.00 600.00 203.6 EMBANKMENT-IN-PLACE (F) CY 325,200. 6.00 1,951,200.00 7.50 2,439,000.00 203.699 TEMPORARY EMBANKMENT-IN- PLACE CY 3,170. 1.00 3,170.00 12.00 38,040.00 203.81 PRESPLITTING HOLES LF 12,000. 5.50 66,000.00 7.00 84,000.00 206.1 COMMON STRUCTURE EXCAVATION CY 5,800. 12.50 72,500.00 14.00 81,200.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 25. 50.00 1,250.00 30.00 750.00 206.2 ROCK STRUCTURE EXCAVATION CY 5,145. 29.00 149,205.00 20.00 102,900.00 207.1 COMMON CHANNEL EXCAVATION CY 210. 14.00 2,940.00 12.00 2,520.00 209.1 GRANULAR BACKFILL CY 2,200. 25.00 55,000.00 24.00 52,800.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 10,030. 30.00 300,900.00 26.00 260,780.00 211.11 VIBRATION MONITORING SERVICES HR 100. 75.00 7,500.00 60.00 6,000.00 214. FINE GRADING U 1. 152,000.00 152,000.00 150,000.00 150,000.00 304.1 SAND (F) CY 42,100. 18.00 757,800.00 13.50 568,350.00 304.102 ADDITIONAL SAND (F) CY 8,500. 18.00 153,000.00 13.50 114,750.00 304.2 GRAVEL (F) CY 18,500. 20.00 370,000.00 15.00 277,500.00 304.201 GRAVEL CY 38,400. 20.00 768,000.00 15.00 576,000.00 304.299 TEMPORARY GRAVEL CY 3,500. 27.00 94,500.00 28.00 98,000.00 304.31 CRUSHED GRAVEL FOR SHIMMING CY 890. 28.00 24,920.00 24.00 21,360.00 304.35 CRUSHED GRAVEL FOR DRIVES CY 33. 28.00 924.00 24.00 792.00 304.401 CRUSHED STONE (FINE GRADATION) CY 27,900. 17.00 474,300.00 20.00 558,000.00 304.499 TEMPORARY CRUSHED STONE (FINE GRADATION) CY 2,050. 17.00 34,850.00 24.00 49,200.00 304.5 CRUSHED STONE (COARSE GRADATION) (F) CY 22,100. 17.00 375,700.00 16.00 353,600.00 10620H PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 315.5 CRUSHED STONE ENERGY ABSORBING MATERIAL CY 2,000. 30.00 60,000.00 18.00 36,000.00 403.11001 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 1) TON 32,600. 67.50 2,200,500.00 73.50 2,396,100.00 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) TON 12,400. 67.50 837,000.00 72.50 899,000.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 700. 116.00 81,200.00 125.00 87,500.00 403.6 PAVEMENT JOINT ADHESIVE LF 165,100. .23 37,973.00 .25 41,275.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 1" BASE COURSE (F) TON 228. 130.00 29,640.00 165.00 37,620.00 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD TON 205. 85.00 17,425.00 75.00 15,375.00 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 2,150. 90.00 193,500.00 90.00 193,500.00 417. COLD PLANING BITUMINOUS SURFACES SY 16,000. 4.00 64,000.00 4.25 68,000.00 502.101 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 185,000.00 185,000.00 200,000.00 200,000.00 502.102 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 24,000.00 24,000.00 30,000.00 30,000.00 502.103 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 67,000.00 67,000.00 150,000.00 150,000.00 503.102 WATER DIVERSION STRUCTURE U 1. 24,000.00 24,000.00 30,000.00 30,000.00 503.201 COFFERDAMS U 1. 300,000.00 300,000.00 250,000.00 250,000.00 503.202 COFFERDAMS U 1. 210,000.00 210,000.00 200,000.00 200,000.00 503.203 COFFERDAMS U 1. 112,000.00 112,000.00 25,000.00 25,000.00 503.3 COFFERDAMS WITH SHEETING LEFT IN PLACE U 1. 38,000.00 38,000.00 150,000.00 150,000.00 503.303 COFFERDAMS WITH SHEETING LEFT-IN-PLACE U 1. 90,000.00 90,000.00 60,000.00 60,000.00 504.1 COMMON BRIDGE EXCAVATION (F) CY 9,682. 16.00 154,912.00 8.00 77,456.00 508. STRUCTURAL FILL CY 1,765. 40.00 70,600.00 34.00 60,010.00 512.0101 PREPARATION FOR CONCRETE REPAIRS, CLASS I SY 10. 750.00 7,500.00 600.00 6,000.00 512.0201 PREPARATION FOR CONCRETE REPAIRS, CLASS II SY 10. 1,100.00 11,000.00 850.00 8,500.00 520.01 CONCRETE CLASS AA CY 2. 2,200.00 4,400.00 2,200.00 4,400.00 520.0102 CONCRETE CLASS AA (QC/QA) (F) CY 482. 845.00 407,290.00 1,400.00 674,800.00 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) CY 567. 360.00 204,120.00 320.00 181,440.00 520.12 CONCRETE CLASS A, ABOVE FOOTINGS (F) CY 2,040. 580.00 1,183,200.00 525.00 1,071,000.00 520.141 CONCRETE CLASS A, CULVERTS (F) CY 611. 750.00 458,250.00 700.00 427,700.00 10620H PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 520.2 CONCRETE CLASS B CY 265. 275.00 72,875.00 320.00 84,800.00 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) CY 1,322. 275.00 363,550.00 320.00 423,040.00 520.421 CONCRETE CLASS F, FLOWABLE FILL, EXCAVATABLE CY 65.6 90.00 5,904.00 200.00 13,120.00 520.70026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 686. 1,050.00 720,300.00 1,000.00 686,000.00 520.85 CONCRETE FOR BRIDGE DECK OVERLAY WITH HIGH-RANGE WATER REDUC. ADMIX. (F) CY 535. 300.00 160,500.00 750.00 401,250.00 534.3 WATER REPELLENT (SILANE- SILOXANE) GAL 332. 100.00 33,200.00 110.00 36,520.00 536.11 EPOXY COATING FOR CONCRETE (F) SF 1,626. 10.00 16,260.00 11.00 17,886.00 538.1 BARRIER MEMBRANE (F) SY 376. 35.00 13,160.00 26.00 9,776.00 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) SY 301. 40.00 12,040.00 55.00 16,555.00 538.6 BARRIER MEMBRANE, WELDED BY TORCH, MACHINE METHOD (F) SY 3,007. 21.00 63,147.00 24.00 72,168.00 541.1 PVC WATERSTOPS, NH TYPE 1 (F) LF 491. 5.00 2,455.00 6.00 2,946.00 541.2 PVC WATERSTOPS, NH TYPE 2 (F) LF 181. 6.00 1,086.00 6.00 1,086.00 541.3 PVC WATERSTOPS, NH TYPE 3 (F) LF 51. 7.00 357.00 6.00 306.00 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LF 263. 9.00 2,367.00 8.00 2,104.00 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LF 150. 8.00 1,200.00 9.00 1,350.00 544. REINFORCING STEEL (F) LB 403,698. 1.25 504,622.50 1.20 484,437.60 544.1 REINFORCING STEEL (ROADWAY) LB 22,350. 1.50 33,525.00 .65 14,527.50 544.2 REINFORCING STEEL, EPOXY COATED (F) LB 382,018. 1.30 496,623.40 1.30 496,623.40 547. SHEAR CONNECTORS (F) EA 4,440. 5.00 22,200.00 6.00 26,640.00 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 15. 1,800.00 27,000.00 2,400.00 36,000.00 550.1 STRUCTURAL STEEL (F) LB 773,000. 1.55 1,198,150.00 1.10 850,300.00 550.2 BRIDGE SHOES (F) EA 15. 1,200.00 18,000.00 1,400.00 21,000.00 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LF 150. 90.00 13,500.00 120.00 18,000.00 561.301 PREFABRICATED EXPANSION JOINT, FINGER JOINT (F) LF 150. 1,100.00 165,000.00 96.00 14,400.00 563.22 BRIDGE RAIL T2 (F) LF 164. 130.00 21,320.00 130.00 21,320.00 563.223 BRIDGE RAIL T2 WITH SNOW FENCE (F) LF 424.75 155.00 65,836.25 160.00 67,960.00 565.222 BRIDGE APPROACH RAIL T2 (STEEL POSTS) (F) LF 232.66 137.00 31,874.42 150.00 34,899.00 10620H PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 570.4 MORTAR RUBBLE MASONRY (F) CY 52. 400.00 20,800.00 500.00 26,000.00 582.1 SLOPE PAVING WITH CONCRETE (F) SY 540. 50.00 27,000.00 36.00 19,440.00 585.2 STONE FILL, CLASS B CY 850. 21.00 17,850.00 32.00 27,200.00 585.21 STONE FILL, CLASS B (BRIDGE) CY 252. 25.00 6,300.00 34.00 8,568.00 585.3 STONE FILL, CLASS C CY 850. 23.00 19,550.00 36.00 30,600.00 585.4 STONE FILL, CLASS D CY 90. 43.00 3,870.00 40.00 3,600.00 593.411 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN SY 170. 3.00 510.00 2.00 340.00 593.431 GEOTEXTILE; PERM CONTROL CL.3, NON-WOVEN SY 4,550. 3.00 13,650.00 2.00 9,100.00 603.00212 12" R.C. PIPE, 2000D LF 700. 44.00 30,800.00 38.00 26,600.00 603.00215 15" R.C. PIPE, 2000D LF 6,600. 52.00 343,200.00 40.00 264,000.00 603.00218 18" R.C. PIPE, 2000D LF 1,300. 58.00 75,400.00 43.00 55,900.00 603.00224 24" R.C. PIPE, 2000D LF 500. 59.00 29,500.00 56.00 28,000.00 603.00230 30" R.C. PIPE, 2000D LF 100. 77.00 7,700.00 80.00 8,000.00 603.00236 36" R.C. PIPE, 2000D LF 150. 88.00 13,200.00 90.00 13,500.00 603.00248 48" R.C. PIPE, 2000D LF 305. 167.00 50,935.00 135.00 41,175.00 603.30112 12" R.C. END SECTIONS EA 1. 525.00 525.00 400.00 400.00 603.30115 15" R.C. END SECTIONS EA 3. 560.00 1,680.00 450.00 1,350.00 603.30118 18" R.C. END SECTIONS EA 4. 610.00 2,440.00 700.00 2,800.00 603.30124 24" R.C. END SECTIONS EA 1. 710.00 710.00 900.00 900.00 603.30136 36" R.C. END SECTIONS EA 1. 1,040.00 1,040.00 1,800.00 1,800.00 603.36112 12" ALUMINIZED STEEL END SECTION EA 10. 290.00 2,900.00 200.00 2,000.00 603.36115 15" ALUMINIZED STEEL END SECTION EA 14. 320.00 4,480.00 240.00 3,360.00 603.36118 18" ALUMINIZED STEEL END SECTION EA 6. 380.00 2,280.00 300.00 1,800.00 603.36124 24" ALUMINIZED STEEL END SECTION EA 7. 465.00 3,255.00 400.00 2,800.00 603.44012 12" CORR. POLYETHYLENE PIPE FOR SLOPE DRAINAGE LF 65. 43.00 2,795.00 28.00 1,820.00 603.44015 15" CORR. POLYETHYLENE PIPE FOR SLOPE DRAIN LF 400. 45.00 18,000.00 30.00 12,000.00 603.44018 18" CORR. POLYETHYLENE PIPE FOR SLOPE DRAIN LF 110. 48.00 5,280.00 34.00 3,740.00 603.44024 24" CORR. POLYETHYLENE PIPE FOR SLOPE DRAINAGE LF 20. 54.00 1,080.00 40.00 800.00 603.83212 12" PLASTIC PIPE (SMOOTH INTERIOR) LF 445. 37.00 16,465.00 32.00 14,240.00 603.83215 15" PLASTIC PIPE (SMOOTH INTERIOR) LF 2,000. 48.00 96,000.00 34.00 68,000.00 603.83218 18" PLASTIC PIPE (SMOOTH INTERIOR) LF 250. 53.00 13,250.00 38.00 9,500.00 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 350. 54.00 18,900.00 48.00 16,800.00 603.83230 30" PLASTIC PIPE (SMOOTH INTERIOR) LF 90. 98.00 8,820.00 80.00 7,200.00 10620H PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 603.86942 42" SOLID WALL POYETHYLENE LINER FOR EXISTING PIPE LF 360. 360.00 129,600.00 300.00 108,000.00 604.0007 POLYETHYLENE LINER EA 181. 190.00 34,390.00 200.00 36,200.00 604.12 CATCH BASINS TYPE B U 200. 2,100.00 420,000.00 2,000.00 400,000.00 604.125 CATCH BASINS TYPE B, 5-FOOT DIAMETER U 15. 3,000.00 45,000.00 3,000.00 45,000.00 604.126 CATCH BASINS TYPE B, 6-FOOT DIAMETER U 5. 3,500.00 17,500.00 3,600.00 18,000.00 604.15 CATCH BASINS TYPE E U 7. 2,275.00 15,925.00 2,200.00 15,400.00 604.155 CATCH BASINS TYPE E, 5-FOOT DIAMETER U 2. 3,175.00 6,350.00 2,800.00 5,600.00 604.191 SPECIAL CATCH BASINS U 2. 6,600.00 13,200.00 4,000.00 8,000.00 604.22 DROP INLETS TYPE B U 3. 1,710.00 5,130.00 2,000.00 6,000.00 604.32 DRAINAGE MANHOLES U 4. 1,925.00 7,700.00 2,200.00 8,800.00 604.4 RECONSTRUCTING/ADJUSTING CATCH BASIN & DROP INLET LF 80. 295.00 23,600.00 450.00 36,000.00 604.6 MANHOLE COVERS & FRAMES EA 1. 400.00 400.00 500.00 500.00 605.506 6" PERF. CORR. POLYETHYL PIPE UND. LF 9,600. 20.00 192,000.00 22.00 211,200.00 605.515 15" PERF. CORR. POLYETHLY PIPE UND. LF 3,900. 42.00 163,800.00 42.00 163,800.00 605.518 18" PERF. CORR. POLYETHYL PIPE UND. LF 1,400. 52.00 72,800.00 48.00 67,200.00 605.524 24" PERF. CORR. POLYETHYL PIPE UNDERDRAIN LF 200. 58.00 11,600.00 54.00 10,800.00 605.79 UNDERDRAIN FLUSHING BASINS EA 23. 275.00 6,325.00 450.00 10,350.00 606.120 BEAM GUARDRAIL (STANDARD SECTION-STEEL POST) LF 8,600. 18.00 154,800.00 20.00 172,000.00 606.141 BEAM GUARDRAIL (CURVED W/CRT POSTS) LF 50. 24.00 1,200.00 30.00 1,500.00 606.1454 BEAM GUARDRAIL (TERM. UNIT TYPE EAGRT 50 FT.) U 7. 2,200.00 15,400.00 2,800.00 19,600.00 606.1455 BEAM GUARDRAIL (TERM. UNIT EAGRT 25 FT.) U 1. 2,050.00 2,050.00 2,600.00 2,600.00 606.147 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) U 9. 450.00 4,050.00 500.00 4,500.00 606.2120 DOUBLE -FACED STEEL BEAM GUARDRAIL (GALVANIZED) (STD.SECTION STEEL BEAM) LF 115. 30.00 3,450.00 40.00 4,600.00 606.21403 DOUBLE-FACED BEAM GUARDRAIL (THRIE BEAM) INCLUD. TRANS. SECTION LF 2,400. 38.00 91,200.00 46.00 110,400.00 606.3229 DOUBLE FACED TRANSITION, RAIL STEEL POST (MODIFIED BARRIER) U 1. 4,000.00 4,000.00 4,600.00 4,600.00 606.4129 MODIFIED CONCRETE MEDIAN BARRIER, PRECAST LF 5,100. 85.00 433,500.00 42.00 214,200.00 606.41291 TRANSITION MODIFIED CONCRETE BARRIER U 1. 15,500.00 15,500.00 2,000.00 2,000.00 10620H PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LF 9,300. 20.00 186,000.00 32.00 297,600.00 606.4175 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL ANCHORED LF 60. 40.00 2,400.00 36.00 2,160.00 606.84 ANCHOR FOR CURVED GUARD- RAIL W/CRT POSTS U 1. 1,500.00 1,500.00 3,600.00 3,600.00 606.95 TEMPORARY TRAFFIC CONTROL BARRIER LF 3,850. 15.50 59,675.00 24.00 92,400.00 606.9512 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 2 U 9. 4,000.00 36,000.00 12,000.00 108,000.00 606.9513 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 3 U 6. 7,650.00 45,900.00 5,000.00 30,000.00 607.1 WOVEN WIRE FENCE LF 5,700. 7.50 42,750.00 8.00 45,600.00 607.41 POST ASSEMBLIES FOR WOVEN WIRE FENCE EA 22. 220.00 4,840.00 250.00 5,500.00 608.12 2" BITUMINOUS SIDEWALK (F) SY 1,080. 14.00 15,120.00 15.00 16,200.00 608.24 4" CONCRETE SIDEWALK (F) SY 82. 38.00 3,116.00 44.00 3,608.00 608.26 6" CONCRETE SIDEWALK (F) SY 1,850. 44.00 81,400.00 66.00 122,100.00 608.28 8" CONCRETE SIDEWALK (F) SY 170. 51.00 8,670.00 90.00 15,300.00 608.54 DETECTABLE WARNING DEVICES, CAST IRON SY 11.7 400.00 4,680.00 24.00 280.80 609.01 STRAIGHT GRANITE CURB LF 3,800. 15.00 57,000.00 24.00 91,200.00 609.02 CURVED GRANITE CURB LF 60. 22.50 1,350.00 30.00 1,800.00 609.21 STRAIGHT GRANITE SLOPE CURB LF 12,100. 10.35 125,235.00 16.00 193,600.00 609.216 STRAIGHT GRANITE SLOPE CURB 6" HIGH LF 3,500. 12.25 42,875.00 22.00 77,000.00 609.22 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS LF 60. 10.35 621.00 18.00 1,080.00 609.226 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS, 6" HIGH LF 155. 12.25 1,898.75 20.00 3,100.00 609.23 CURVED GRANITE SLOPE CURB LF 7. 50.00 350.00 30.00 210.00 609.3 STRAIGHT GRANITE CURB (BRIDGE) LF 600. 30.00 18,000.00 40.00 24,000.00 609.5 RESET GRANITE CURB LF 255. 6.50 1,657.50 16.00 4,080.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 7,950. 3.00 23,850.00 3.00 23,850.00 609.812 BITUMINOUS CURB, TYPE A LF 155. 3.00 465.00 14.00 2,170.00 611.05208 8" CEMENT LINED DUCTILE IRON WATER PIPE , CL.52 LF 20. 47.00 940.00 96.00 1,920.00 611.05216 16" CEMENT LINED DUCTILE IRON WATER PIPE , CL.52 LF 250. 85.00 21,250.00 200.00 50,000.00 611.15208 8" CEMENT LINED DUCTILE IRON WATER PIPE, CL 52 (SUPPLIED BY OTHERS) LF 275. 28.00 7,700.00 50.00 13,750.00 10620H PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 611.51101 1" CORPORATION STOP (SUPPLIED BY OTHERS) EA 1. 140.00 140.00 250.00 250.00 611.5111 1" COPPER WATER PIPE (SUPPLIED BY OTHERS) LF 75. 18.00 1,350.00 100.00 7,500.00 611.70008 8" FITTING EA 4. 500.00 2,000.00 850.00 3,400.00 611.70016 16" FITTING EA 8. 900.00 7,200.00 1,600.00 12,800.00 611.70106 6" FITTING EA 3. 180.00 540.00 350.00 1,050.00 611.70108 8" FITTING (SUPPLIED BY EA 1. 180.00 180.00 500.00 500.00 611.71106 6" GATE VALVE (SUPPLIED BY OTHERS) EA 1. 250.00 250.00 500.00 500.00 611.74 CHLORINE INJECTION TAP EA 2. 500.00 1,000.00 500.00 1,000.00 611.811 ADJUSTING/RELOCATING HYDRANTS EA 2. 1,250.00 2,500.00 1,500.00 3,000.00 611.951 WATER MAIN INSULATION SY 20. 18.00 360.00 2.00 40.00 614.331 3" STEEL CONDUIT LF 340. 15.00 5,100.00 18.00 6,120.00 614.511 CONCRETE PULL BOX 14" EA 22. 270.00 5,940.00 325.00 7,150.00 614.523 MOLDED PULL BOX 17"X30" EA 28. 300.00 8,400.00 450.00 12,600.00 614.7314 3" PVC PLASTIC CONDUIT, SCHEDULE 40 LF 2,800. 6.50 18,200.00 8.00 22,400.00 614.7318 3" PVC PLASTIC CONDUIT, SCHEDULE 80 LF 355. 13.00 4,615.00 15.00 5,325.00 614.7324 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 750. 8.00 6,000.00 12.00 9,000.00 614.7328 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 950. 14.00 13,300.00 16.00 15,200.00 614.7424 4" 2-DUCT PVC PLASTIC CONDUIT, SHCEDULE 40 LF 2,500. 8.50 21,250.00 10.00 25,000.00 614.7428 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 265. 16.00 4,240.00 22.00 5,830.00 615.003 REMOVING TRAFFIC SIGN U 38. 25.00 950.00 100.00 3,800.00 615.012 TRAFFIC SIGN TYPE A, BREAKAWAY MOUNTS (F) SF 308. 70.00 21,560.00 72.00 22,176.00 615.02 TRAFFIC SIGN TYPE B (F) SF 23.3 65.00 1,514.50 60.00 1,398.00 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) SF 320.5 68.00 21,794.00 75.00 24,037.50 615.024 RELOCATING TRAFFIC SIGN, TYPE B U 5. 1,800.00 9,000.00 90.00 450.00 615.03 TRAFFIC SIGN TYPE C (F) SF 244.9 48.00 11,755.20 72.00 17,632.80 615.032 TRAFFIC SIGN TYPE C, BREAKAWAY MOUNTS (F) SF 208. 100.00 20,800.00 200.00 41,600.00 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 16. 225.00 3,600.00 120.00 1,920.00 615.04 TRAFFIC SIGN TYPE AA (F) SF 2,076. 16.00 33,216.00 12.00 24,912.00 615.06 TRAFFIC SIGN TYPE CC (F) SF 54.6 10.00 546.00 15.00 819.00 615.10001 FULL TRAFFIC SIGN STRUCTURE U 1. 110,000.00 110,000.00 18,000.00 18,000.00 615.10002 FULL TRAFFIC SIGN STRUCTURE U 1. 82,500.00 82,500.00 18,000.00 18,000.00 615.10003 FULL TRAFFIC SIGN STRUCTURE U 1. 83,000.00 83,000.00 18,000.00 18,000.00 10620H PAGE 9 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 615.10004 FULL TRAFFIC SIGN STRUCTURE U 1. 71,000.00 71,000.00 30,000.00 30,000.00 616.101 TRAFFIC SIGNALS U 1. 72,000.00 72,000.00 85,000.00 85,000.00 616.141 COMPUTER EQUIPMENT SOFTWARE U 1. 5,000.00 5,000.00 3,500.00 3,500.00 616.161 TRAFFIC SIGNALS (TEMP.) U 1. 7,500.00 7,500.00 10,000.00 10,000.00 616.162 TRAFFIC SIGNAL (TEMP.) U 1. 10,000.00 10,000.00 12,000.00 12,000.00 616.191 ALTERATIONS TO TRAFFIC SIGNALS U 1. 32,500.00 32,500.00 30,000.00 30,000.00 616.95 INSTALL TRAFFIC STUDY EQUIPMENT U 1. 3,500.00 3,500.00 5,000.00 5,000.00 616.96 WEIGH-IN-MOTION TRAFFIC STUDY EQUIPMENT U 1. 94,500.00 94,500.00 100,000.00 100,000.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 450,000.00 450,000.00 450,000.00 450,000.00 618.7 FLAGGERS HR 6,400. 14.00 89,600.00 20.00 128,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 130,000.00 130,000.00 120,000.00 120,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 4. 10,000.00 40,000.00 15,000.00 60,000.00 621.1 RETROREFLECTIVE MEDIAN BARRIER DELINEATOR EA 54. 16.00 864.00 10.00 540.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 110. 4.50 495.00 5.00 550.00 621.31 SINGLE DELINEATOR WITH POST EA 127. 24.00 3,048.00 32.00 4,064.00 621.32 DOUBLE DELINEATOR WITH POST EA 48. 27.00 1,296.00 40.00 1,920.00 621.33 SINGLE DELINEATOR DOUBLE FACED WITH POST EA 45. 30.00 1,350.00 42.00 1,890.00 622.1 STEEL WITNESS MARKERS EA 80. 24.00 1,920.00 30.00 2,400.00 622.2 CONCRETE BOUNDS EA 29. 250.00 7,250.00 300.00 8,700.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 6. 600.00 3,600.00 800.00 4,800.00 625.52 LIGHT POLE (HIGHWAY) U 5. 2,000.00 10,000.00 2,400.00 12,000.00 628.2 SAWED BITUMINOUS PAVEMENT LF 3,000. 1.00 3,000.00 2.00 6,000.00 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 38,800. .10 3,880.00 .15 5,820.00 632.0106 RETROREFLECTIVE PAINT PAVE. MARKING, 6" LINE LF 130,000. .11 14,300.00 2.00 260,000.00 632.0112 RETROREFLECTIVE PAINT PAVE. MARKING, 12" LINE LF 3,400. .35 1,190.00 4.00 13,600.00 632.0118 RETROREFLECTIVE PAINT PAVE. MARKING, 18" LINE LF 400. 1.25 500.00 1.50 600.00 632.02 RETROREFLECTIVE PAINT PAVEMENT MARKING, SYMBOL OR WORD SF 1,200. 1.40 1,680.00 50.00 60,000.00 632.3112 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 12" LINE LF 250. 1.50 375.00 2.40 600.00 632.3118 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 18" LINE LF 300. 2.20 660.00 2.40 720.00 10620H PAGE 10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD SF 650. 3.50 2,275.00 50.00 32,500.00 632.9104 OBLITERATE PAVEMENT MARKING, 4" LINE LF 5,200. .30 1,560.00 .40 2,080.00 632.9106 OBLITERATE PAVEMENT MARKING, 6" LINE LF 16,150. .35 5,652.50 .40 6,460.00 641. LOAM CY 270. 22.00 5,940.00 30.00 8,100.00 643.22 FERTILIZER FOR REFERTIL- IZATION TON 14. 250.00 3,500.00 1,100.00 15,400.00 644.82 SALT-TOLERANT GRASS SEED, TYPE 82 LB 65. 14.00 910.00 24.00 1,560.00 645.2 MATTING FOR EROSION SY 5. 3.80 19.00 1.20 6.00 645.3 EROSION STONE TON 7,500. 35.00 262,500.00 20.00 150,000.00 645.45 PERMANENT CHANNEL STABILIZATION TYPE A SY 11,300. 3.25 36,725.00 3.00 33,900.00 645.52 RYEGRASS FOR TEMPORARY EROSION CONTROL LB 2,650. 1.20 3,180.00 1.40 3,710.00 645.531 SILT FENCE LF 11,500. 2.50 28,750.00 3.00 34,500.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 4,500.00 4,500.00 10,000.00 10,000.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS HR 600. 45.00 27,000.00 100.00 60,000.00 646.31 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS SY 135,700. .35 47,495.00 .40 54,280.00 647.1 HUMUS CY 14,800. 20.00 296,000.00 12.00 177,600.00 647.22 HUMUS, INTERMIXED, 2" DEE CY 155. 35.00 5,425.00 20.00 3,100.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 5. 250.00 1,250.00 150.00 750.00 670.101 TEMPORARY LIGHTING U 1. 16,000.00 16,000.00 50,000.00 50,000.00 670.104 TEMPORARY LIGHTING TOWERS U 3. 3,500.00 10,500.00 8,500.00 25,500.00 670.95 TEMPORARY SAFETY FENCE LF 500. 4.00 2,000.00 4.00 2,000.00 692. MOBILIZATION U 1. 1,220,000.00 1,220,000.00 2,924,750.00 2,924,750.00 698.11 FIELD OFFICE TYPE A MON 34. 1,850.00 62,900.00 1,000.00 34,000.00 698.2 PHYSICAL TESTING LABORATORY MON 34. 1,000.00 34,000.00 1,500.00 51,000.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 1008.11 ALTERATIONS AND ADDITIONS AS NEEDED- UNANTICIPATED WORK $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 1008.52 ALTERATIONS AND ADDITIONS AS NEEDED - DEWATERING $ 1. 20,000.00 20,000.00 20,000.00 20,000.00 1008.53 ALTERATIONS AND ADDITIONS AS NEEDED - INVASIVE SPECIES MANAGEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1008.8 ALTERATIONS AND ADDITIONS AS NEEDED - WINTER MAINTENANCE $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 10620H PAGE 11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 1009.1 PROJECT HEALTH AND SAFETY PLAN $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1009.2 TREATMENT OR DISPOSAL OF CONTAMINATED SOIL/GROUNDWATER $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 1009.41 BUILDING ASBESTOS ABATEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1009.42 BUILDING ASBESTOS ABATEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1009.43 BUILDING ASBESTOS ABATEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1009.5 DISPOSAL FUEL SLUDGE $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1010.15 FUEL ADJUSTMENT $ 1. 250,000.00 250,000.00 250,000.00 250,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 75,000.00 75,000.00 75,000.00 75,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA ASPHALT $ 1. 183,000.00 183,000.00 183,000.00 183,000.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 26,000.00 26,000.00 26,000.00 26,000.00 1010.43 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 13,000.00 13,000.00 13,000.00 13,000.00 $27,997,629.02 $29,253,838.40