THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: ENFIELD BRO-X-T-0145(003), 12967 COUNTIES AND CODES: GRAFTON 009 DATE BIDS OPEN: OCTOBER 21, 2010 SCOPE OF WORK: PAVEMENT INLAY, GUARDRAIL REPLACEMENT AND BRIDGE REPLACEMENT LOCATION: NH ROUTE 4A AND MAIN STREET IN ENFIELD COMPLETION DATE: AUGUST 24, 2012 A E. D. SWETT, INC. 8 INDUSTRIAL PARK DR., CONCORD, NH 03301 $ 6,991,140.85 B BECK & BELLUCCI, INC. PO BOX 429, FRANKLIN, NH 03235 $ 7,720,127.03 C R. S. AUDLEY, INC. 609 ROUTE 3A, BOW, NH 03304 $ 7,993,483.01 D WINTERSET, INC. PO BOX 968, 128 WINTERSET DRIVE, LYNDONVILLE, VT 05851 $ 8,011,388.77 E CPM CONSTRUCTORS PO BOX B, FREEPORT, ME 04032 $ 8,267,223.98 F MIG CORPORATION, INC. ONE ACTION PLACE, SUITE 200, ACTON, MA 01720 $ 9,157,276.69 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) A 1.45 6,000.00 8,700.00 15,450.00 22,402.50 15,000.00 21,750.00 201.21 REMOVING SMALL TREES EA 18. 350.00 6,300.00 437.75 7,879.50 540.00 9,720.00 201.22 REMOVING LARGE TREES EA 2. 500.00 1,000.00 952.75 1,905.50 1,130.00 2,260.00 201.4 REMOVING STUMPS EA 3. 350.00 1,050.00 113.30 339.90 280.00 840.00 201.882 INVASIVE SPECIES CONTROL TYPE II SY 110. 20.00 2,200.00 12.36 1,359.60 26.00 2,860.00 202.31 FILL ABANDONED PIPE CY 20. 100.00 2,000.00 123.60 2,472.00 170.00 3,400.00 202.32 FILL ABANDONED STRUCTURE CY 10. 100.00 1,000.00 123.60 1,236.00 120.00 1,200.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 790. 15.00 11,850.00 6.28 4,961.20 12.00 9,480.00 202.42 REMOVAL OF EXISTING PIPE OVER 24" DIAMETER LF 50. 18.00 900.00 12.36 618.00 14.00 700.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 3. 500.00 1,500.00 334.75 1,004.25 350.00 1,050.00 202.7 REMOVAL OF GUARDRAIL LF 3,775. 2.00 7,550.00 1.55 5,851.25 1.50 5,662.50 203.1 COMMON EXCAVATION CY 19,250. 6.00 115,500.00 3.61 69,492.50 10.00 192,500.00 203.2 ROCK EXCAVATION CY 170. 20.00 3,400.00 17.51 2,976.70 30.00 5,100.00 203.5555 GUARDRAIL 25'EAGRT PLATFORM U 15. 500.00 7,500.00 515.00 7,725.00 1,000.00 15,000.00 203.601 EMBANKMENT-IN-PLACE CY 6,200. 5.00 31,000.00 2.42 15,004.00 10.00 62,000.00 12967 PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 206.1 COMMON STRUCTURE EXCAVATION CY 2,625. 10.00 26,250.00 8.50 22,312.50 12.00 31,500.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 75. 20.00 1,500.00 13.39 1,004.25 35.00 2,625.00 206.2 ROCK STRUCTURE EXCAVATION CY 350. 10.00 3,500.00 66.95 23,432.50 31.50 11,025.00 207.3 UNCLASSIFIED CHANNEL EXCAVATION CY 650. 18.00 11,700.00 8.24 5,356.00 40.00 26,000.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 285. 20.00 5,700.00 20.60 5,871.00 35.00 9,975.00 209.3 GRANULAR BACKFILL (SAND) CY 24. 30.00 720.00 20.60 494.40 42.00 1,008.00 209.4 GRANULAR BACKFILL (GRAV) CY 340. 25.00 8,500.00 29.87 10,155.80 30.00 10,200.00 210.1 SETTLEMENT PLATFORMS EA 2. 1,500.00 3,000.00 1,030.00 2,060.00 1,000.00 2,000.00 211.11 VIBRATION MONITORING SERVICES HR 30. 100.00 3,000.00 150.00 4,500.00 80.00 2,400.00 214. FINE GRADING U 1. 36,400.00 36,400.00 27,810.00 27,810.00 60,000.00 60,000.00 304.1 SAND (F) CY 4,875. 13.00 63,375.00 10.61 51,723.75 15.00 73,125.00 304.2 GRAVEL (F) CY 5,131. 13.00 66,703.00 13.13 67,370.03 15.00 76,965.00 304.3 CRUSHED GRAVEL (F) CY 5,237. 16.00 83,792.00 17.51 91,699.87 25.00 130,925.00 304.32 CRUSHED GRAVEL FOR SHOULDER LEVELING TON 180. 25.00 4,500.00 25.75 4,635.00 20.00 3,600.00 304.35 CRUSHED GRAVEL FOR DRIVES CY 220. 30.00 6,600.00 24.72 5,438.40 26.00 5,720.00 304.4 CRUSHED STONE (FINE GRADATION) (F) CY 1,739. 19.00 33,041.00 19.57 34,032.23 25.00 43,475.00 304.5 CRUSHED STONE (COARSE GRADATION) (F) CY 1,690. 19.00 32,110.00 19.57 33,073.30 25.00 42,250.00 403.11 HOT BITUMINOUS PAVEMENT, MACHINE METHOD TON 100. 67.00 6,700.00 100.00 10,000.00 97.00 9,700.00 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) TON 5,050. 67.00 338,350.00 66.25 334,562.50 64.00 323,200.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 150. 125.00 18,750.00 100.00 15,000.00 100.00 15,000.00 403.6 PAVEMENT JOINT ADHESIVE LF 17,850. .50 8,925.00 .31 5,533.50 .24 4,284.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 1" BASE COURSE (F) TON 70. 115.00 8,050.00 119.00 8,330.00 115.00 8,050.00 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 200. 110.00 22,000.00 100.00 20,000.00 100.00 20,000.00 411.1 HOT BITUMINOUS CONCRETE LEVELING COURSE TON 250. 67.00 16,750.00 66.25 16,562.50 64.00 16,000.00 417. COLD PLANING BITUMINOUS SURFACES SY 8,900. 2.10 18,690.00 2.50 22,250.00 2.00 17,800.00 500.02 ACCESS FOR BRIDGE CONSTRUCTION U 1. 500,000.00 500,000.00 621,060.00 621,060.00 250,000.00 250,000.00 502. REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 500,000.00 500,000.00 200,000.00 200,000.00 250,000.00 250,000.00 503.201 COFFERDAMS U 1. 50,000.00 50,000.00 186,850.00 186,850.00 5,000.00 5,000.00 503.202 COFFERDAMS U 1. 100,000.00 100,000.00 10,000.00 10,000.00 160,000.00 160,000.00 504.1 COMMON BRIDGE EXCAVATION (F) CY 460. 20.00 9,200.00 9.00 4,140.00 20.00 9,200.00 12967 PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 504.2 ROCK BRIDGE EXCAVATION CY 19. 100.00 1,900.00 180.25 3,424.75 70.00 1,330.00 508. STRUCTURAL FILL CY 200. 30.00 6,000.00 30.00 6,000.00 45.00 9,000.00 510.1 PILE DRIVING EQUIPMENT U 1. 50,000.00 50,000.00 223,120.00 223,120.00 185,000.00 185,000.00 510.11 MOBILIZATION AND DEMOBILIZATION OF PREBORING EQUIPMENT U 1. 200,000.00 200,000.00 162,740.00 162,740.00 97,000.00 97,000.00 510.6012 PREBORING FOR STEEL BEARING PILES (30" DIAMETER) LF 470. 250.00 117,500.00 691.00 324,770.00 612.00 287,640.00 510.6013 PREBORING FOR STEEL BEARING PILES (32" DIAMETER) LF 275. 400.00 110,000.00 804.00 221,100.00 665.00 182,875.00 510.6142 FURNISHING, INSTALLING, AND BACKFILLING STEEL PIPE PILES (30" DIAM) LB 210,861. .75 158,145.75 1.11 234,055.71 1.00 210,861.00 510.6143 FURNISHING, INSTALLING, AND BACKFILLING STEEL PIPE PILES (32" DIAM) LB 240,298. .85 204,253.30 1.14 273,939.72 1.05 252,312.90 510.652 DRIVING POINTS FOR STEEL BEARING PILES (30" DIAM) EA 10. 600.00 6,000.00 662.00 6,620.00 500.00 5,000.00 510.653 DRIVING POINTS FOR STEEL BEARING PILES (32" DIAM) EA 10. 750.00 7,500.00 315.00 3,150.00 800.00 8,000.00 510.9 PILE SPLICES EA 25. 200.00 5,000.00 729.00 18,225.00 200.00 5,000.00 520.0001 PRECAST CONCRETE BOX CULVERT (CONCRETE CLASS AAA) U 1. 12,200.00 12,200.00 18,025.00 18,025.00 18,000.00 18,000.00 520.0002 PRECAST CONCRETE BOX CULVERT (CONCRETE CLASS AAA) U 1. 9,500.00 9,500.00 15,965.00 15,965.00 12,000.00 12,000.00 520.0003 PRECAST CONCRETE BOX CULVERT (CONCRETE CLASS AAA) U 1. 10,000.00 10,000.00 15,965.00 15,965.00 12,500.00 12,500.00 520.01 CONCRETE CLASS AA CY 245. 500.00 122,500.00 505.00 123,725.00 785.00 192,325.00 520.03 CONCRETE CLASS AA CY 190. 700.00 133,000.00 607.00 115,330.00 885.00 168,150.00 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) CY 86. 300.00 25,800.00 438.00 37,668.00 495.00 42,570.00 520.12 CONCRETE CLASS A, ABOVE FOOTINGS (F) CY 113. 550.00 62,150.00 350.00 39,550.00 760.00 85,880.00 520.70026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 476. 650.00 309,400.00 694.00 330,344.00 725.00 345,100.00 534.3 WATER REPELLENT (SILANE/ SILOXANE) GAL 111. 75.00 8,325.00 50.00 5,550.00 80.00 8,880.00 538.2 BARRIER MEMBRANE, PEEL AN STICK - VERTICAL SURFACE (F) SY 25. 50.00 1,250.00 40.00 1,000.00 50.00 1,250.00 538.6 BARRIER MEMBRANE, HEAT WELDED - MACHINE METHOD (F) SY 1,250. 25.00 31,250.00 18.30 22,875.00 17.75 22,187.50 541.1 PVC WATERSTOPS, NH TYPE 1 (F) LF 77. 5.00 385.00 5.00 385.00 5.00 385.00 12967 PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 544. REINFORCING STEEL (F) LB 28,688. 1.25 35,860.00 .90 25,819.20 1.57 45,040.16 544.1 REINFORCING STEEL (ROADWAY) LB 975. 1.00 975.00 .90 877.50 3.00 2,925.00 544.2 REINFORCING STEEL, EPOXY COATED (F) LB 153,499. 1.00 153,499.00 1.00 153,499.00 1.10 168,848.90 544.7 SYNTHETIC FIBER REINFORCEMENT (F) LB 520. 6.00 3,120.00 5.00 2,600.00 5.00 2,600.00 547. SHEAR CONNECTORS (F) EA 3,910. 4.00 15,640.00 5.07 19,823.70 4.50 17,595.00 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 10. 1,500.00 15,000.00 1,100.00 11,000.00 1,000.00 10,000.00 548.22 ELASTOMERIC BEARING ASSEMBLIES (F) EA 2. 1,000.00 2,000.00 480.00 960.00 425.00 850.00 550.1 STRUCTURAL STEEL (F) LB 480,000. 1.50 720,000.00 1.38 662,400.00 1.34 643,200.00 550.2 BRIDGE SHOES (F) EA 10. 3,000.00 30,000.00 3,550.00 35,500.00 3,300.00 33,000.00 559.41 MODIFIED ELASTOMERIC PLUG TYPE EXPANSION JOINT (6" WIDE) (F) LF 59. 100.00 5,900.00 87.00 5,133.00 75.00 4,425.00 559.6 CLOSED CELL FOAM JOINT SYSTEM (F) LF 80. 258.00 20,640.00 170.00 13,600.00 350.00 28,000.00 562.1 SILICONE JOINT SEALANT (F LF 24. 20.00 480.00 20.00 480.00 20.00 480.00 563.739 BRIDGE RAIL F (3-BAR) (ANODIZED) (F) LF 784. 200.00 156,800.00 216.00 169,344.00 198.30 155,467.20 564.1 BRIDGE LIGHTING SYSTEM U 1. 10,000.00 10,000.00 9,860.00 9,860.00 9,900.00 9,900.00 565.7291 BRIDGE APPROACH RAIL F (2-BAR FULL HEIGHT) (ANODIZED) (F) LF 496. 150.00 74,400.00 155.00 76,880.00 146.50 72,664.00 565.7391 BRIDGE APPROACH RAIL F (3-BAR FULL HEIGHT) (ANODIZED) (F) LF 1,044. 150.00 156,600.00 159.00 165,996.00 152.00 158,688.00 565.7392 BRIDGE APPROACH RAIL F (3-BAR TO 2-BAR) (ANODIZED) (F) LF 104. 150.00 15,600.00 157.00 16,328.00 150.00 15,600.00 585.2 STONE FILL, CLASS B CY 1,300. 20.00 26,000.00 26.78 34,814.00 25.00 32,500.00 585.21 STONE FILL, CLASS B (BRIDGE) CY 1,100. 25.00 27,500.00 26.78 29,458.00 25.00 27,500.00 585.23 STONE FILL, CLASS B (MODIFIED) CY 9,900. 27.00 267,300.00 21.60 213,840.00 40.00 396,000.00 585.3 STONE FILL, CLASS C CY 2,200. 19.00 41,800.00 22.65 49,830.00 25.00 55,000.00 585.4 STONE FILL, CLASS D CY 380. 27.00 10,260.00 25.75 9,785.00 33.00 12,540.00 592.31 PRECAST CONCRETE MODULAR WALL SF 925. 48.00 44,400.00 37.00 34,225.00 70.00 64,750.00 593.221 GEOTEXTILE; SEPARATION CL. 2, NON-WOVEN SY 8,000. 2.00 16,000.00 1.80 14,400.00 4.50 36,000.00 593.411 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN SY 5,975. 2.00 11,950.00 2.27 13,563.25 4.50 26,887.50 593.421 GEOTEXTILE; PERM CONTROL CL.2, NON-WOVEN SY 2,750. 2.00 5,500.00 2.32 6,380.00 4.50 12,375.00 603.00215 15" R.C. PIPE, 2000D LF 56. 38.00 2,128.00 41.20 2,307.20 48.00 2,688.00 603.00218 18" R.C. PIPE, 2000D LF 36. 40.00 1,440.00 46.35 1,668.60 53.00 1,908.00 603.00224 24" R.C. PIPE, 2000D LF 100. 46.00 4,600.00 47.38 4,738.00 63.00 6,300.00 12967 PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 603.00230 30" R.C. PIPE, 2000D LF 120. 57.00 6,840.00 56.65 6,798.00 74.00 8,880.00 603.00236 36" R.C. PIPE, 2000D LF 112. 84.00 9,408.00 72.00 8,064.00 89.00 9,968.00 603.00312 12" R.C. PIPE, 3000D LF 72. 43.00 3,096.00 36.00 2,592.00 43.00 3,096.00 603.00315 15" R.C. PIPE, 3000D LF 280. 36.00 10,080.00 41.20 11,536.00 50.00 14,000.00 603.00318 18" R.C. PIPE, 3000D LF 20. 63.00 1,260.00 51.50 1,030.00 65.00 1,300.00 603.00330 30" R.C. PIPE, 3000D LF 76. 62.00 4,712.00 68.00 5,168.00 85.00 6,460.00 603.00336 36" R.C. PIPE, 3000D LF 276. 64.00 17,664.00 72.10 19,899.60 95.00 26,220.00 603.00348 48" R.C. PIPE, 3000D LF 60. 155.00 9,300.00 113.30 6,798.00 125.00 7,500.00 603.34115 15" STEEL END SECTIONS EA 8. 150.00 1,200.00 154.50 1,236.00 180.00 1,440.00 603.44012 12" CORR. POLYETHYLENE PIPE FOR SLOPE DRAINAGE LF 15. 22.00 330.00 36.05 540.75 39.00 585.00 603.83215 15" PLASTIC PIPE (SMOOTH INTERIOR) LF 455. 30.00 13,650.00 24.75 11,261.25 40.00 18,200.00 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 325. 34.00 11,050.00 33.00 10,725.00 48.00 15,600.00 603.83230 30" PLASTIC PIPE (SMOOTH INTERIOR) LF 85. 42.00 3,570.00 51.50 4,377.50 60.00 5,100.00 604.0007 POLYETHYLENE LINER EA 26. 135.00 3,510.00 180.00 4,680.00 225.00 5,850.00 604.12 CATCH BASINS TYPE B U 20. 1,230.00 24,600.00 1,802.00 36,040.00 2,000.00 40,000.00 604.125 CATCH BASINS TYPE B, 5-FOOT DIAMETER U 2. 2,030.00 4,060.00 2,780.00 5,560.00 2,600.00 5,200.00 604.126 CATCH BASINS TYPE B, 6-FOOT DIAMETER U 2. 2,420.00 4,840.00 3,605.00 7,210.00 3,000.00 6,000.00 604.128 CATCH BASINS TYPE B, 8-FOOT DIAMETER U 3. 5,810.00 17,430.00 8,240.00 24,720.00 6,000.00 18,000.00 604.16 CATCH BASINS TYPE F U 4. 1,230.00 4,920.00 1,885.00 7,540.00 2,100.00 8,400.00 604.22 DROP INLETS TYPE B U 3. 1,300.00 3,900.00 1,545.00 4,635.00 1,725.00 5,175.00 604.242 DROP INLETS TYPE D-B U 1. 1,400.00 1,400.00 1,133.00 1,133.00 1,450.00 1,450.00 604.4 RECONSTRUCTING/ADJUSTING CATCH BASIN & DROP INLET LF 6. 300.00 1,800.00 309.00 1,854.00 340.00 2,040.00 604.51 RECONSTRUCTING/ADJUSTING SEWER MANHOLES LF 1. 300.00 300.00 412.00 412.00 340.00 340.00 604.62 DRAINAGE MANHOLE COVERS AND FRAMES EA 1. 300.00 300.00 464.00 464.00 660.00 660.00 604.72 GRATES & FRAMES, TYPE B EA 26. 300.00 7,800.00 386.25 10,042.50 610.00 15,860.00 604.76 GRATES & FRAMES, TYPE F EA 4. 300.00 1,200.00 473.80 1,895.20 690.00 2,760.00 605.79 UNDERDRAIN FLUSHING BASINS EA 15. 500.00 7,500.00 273.00 4,095.00 375.00 5,625.00 605.82452 36" AGGREGATE UNDERDRAIN TYPE 2, WITH PERF. CORR. POLYETHYLENE 12 IN PIPE LF 3,010. 55.00 165,550.00 38.00 114,380.00 46.00 138,460.00 606.120 BEAM GUARDRAIL (STANDARD SECTION) (STEEL POST) LF 2,375. 16.00 38,000.00 16.48 39,140.00 12.00 28,500.00 606.12011 BEAM GUARDRAIL (STANDARD SECTION - 11' STEEL POSTS) LF 1,825. 25.00 45,625.00 25.60 46,720.00 21.00 38,325.00 606.1455 BEAM GUARDRAIL (TERM. UNIT EAGRT 25 FT.) U 15. 2,000.00 30,000.00 1,900.00 28,500.00 1,500.00 22,500.00 607.9920 BAR WAY (20 FT) (SUPPLIED BY OTHERS) U 2. 250.00 500.00 500.00 1,000.00 800.00 1,600.00 12967 PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 608.12 2" BITUMINOUS SIDEWALK (F) SY 670. 12.00 8,040.00 13.15 8,810.50 12.00 8,040.00 608.24 4" CONCRETE SIDEWALK (F) SY 61. 50.00 3,050.00 41.20 2,513.20 40.00 2,440.00 608.431 RESET SLATE SIDEWALK SF 10. 30.00 300.00 20.60 206.00 20.00 200.00 608.54 DETECTABLE WARNING DEVICES, CAST IRON SY 8. 400.00 3,200.00 361.00 2,888.00 350.00 2,800.00 609.01 STRAIGHT GRANITE CURB LF 1,340. 16.00 21,440.00 15.86 21,252.40 15.00 20,100.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 320. 5.00 1,600.00 6.95 2,224.00 6.00 1,920.00 611.90001 ADJUSTING WATER GATES AND SHUTOFFS SET BY OTHERS EA 7. 250.00 1,750.00 154.00 1,078.00 200.00 1,400.00 612.951 SEWER MAIN INSULATION SY 70. 25.00 1,750.00 15.45 1,081.50 25.00 1,750.00 614.331 3" STEEL CONDUIT LF 15. 20.00 300.00 15.00 225.00 15.00 225.00 614.523 MOLDED PULL BOX 17"X30" EA 10. 300.00 3,000.00 295.00 2,950.00 300.00 3,000.00 614.7314 3" PVC PLASTIC CONDUIT, SCHEDULE 40 LF 1,350. 7.50 10,125.00 6.95 9,382.50 7.00 9,450.00 614.7318 3" PVC PLASTIC CONDUIT, SCHEDULE 80 LF 50. 10.00 500.00 12.00 600.00 12.00 600.00 614.7328 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 105. 15.00 1,575.00 13.00 1,365.00 13.00 1,365.00 615.02 TRAFFIC SIGN TYPE B (F) SF 26. 60.00 1,560.00 61.80 1,606.80 60.00 1,560.00 615.03 TRAFFIC SIGN TYPE C (F) SF 270.75 50.00 13,537.50 39.14 10,597.16 38.00 10,288.50 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 8. 100.00 800.00 103.00 824.00 100.00 800.00 615.06 TRAFFIC SIGN TYPE CC (F) SF 44.69 15.00 670.35 15.45 690.46 15.00 670.35 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 618.7 FLAGGERS HR 4,000. 17.00 68,000.00 22.65 90,600.00 14.00 56,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 31,500.00 31,500.00 72,100.00 72,100.00 40,000.00 40,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 3. 10,000.00 30,000.00 5,150.00 15,450.00 8,000.00 24,000.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 65. 5.00 325.00 4.12 267.80 3.00 195.00 621.31 SINGLE DELINEATOR WITH POST EA 110. 30.00 3,300.00 33.00 3,630.00 26.00 2,860.00 622.1 STEEL WITNESS MARKERS EA 40. 25.00 1,000.00 25.75 1,030.00 25.00 1,000.00 622.2 CONCRETE BOUNDS EA 8. 200.00 1,600.00 310.00 2,480.00 250.00 2,000.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 6. 650.00 3,900.00 635.00 3,810.00 635.00 3,810.00 628.2 SAWED BITUMINOUS PAVEMENT LF 990. 2.00 1,980.00 1.55 1,534.50 .75 742.50 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 114,000. .12 13,680.00 .11 12,540.00 .10 11,400.00 632.0106 RETROREFLECTIVE PAINT PAVE. MARKING, 6" LINE LF 125. .16 20.00 .21 26.25 .20 25.00 632.0118 RETROREFLECTIVE PAINT PAVE. MARKING, 18" LINE LF 50. 1.25 62.50 1.03 51.50 1.00 50.00 632.3104 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 4" LINE LF 80. .85 68.00 2.06 164.80 2.00 160.00 632.3106 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 6" LINE LF 125. 1.25 156.25 3.09 386.25 3.00 375.00 12967 PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 632.3118 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 18" LINE LF 50. 4.50 225.00 6.18 309.00 6.00 300.00 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD SF 6. 4.95 29.70 31.00 186.00 30.00 180.00 632.9104 OBLITERATE PAVEMENT MARKING, 4" LINE LF 210. .45 94.50 1.03 216.30 1.00 210.00 641. LOAM CY 365. 22.00 8,030.00 22.65 8,267.25 20.50 7,482.50 645.0001 TURBIDITY BARRIER LF 3,300. 20.00 66,000.00 36.05 118,965.00 21.00 69,300.00 645.12 TEMPORARY MULCH A 4. 1,000.00 4,000.00 980.00 3,920.00 950.00 3,800.00 645.3 EROSION STONE TON 500. 20.00 10,000.00 26.75 13,375.00 30.00 15,000.00 645.41 TEMPORARY SLOPE STABILIZATION TYPE A SY 17,000. 1.25 21,250.00 1.44 24,480.00 1.25 21,250.00 645.43 TEMPORARY SLOPE STABILIZATION TYPE C SY 2,250. 1.20 2,700.00 1.55 3,487.50 1.25 2,812.50 645.45 PERMANENT CHANNEL STABILIZATION TYPE A SY 2,850. 2.60 7,410.00 3.35 9,547.50 2.60 7,410.00 645.531 SILT FENCE LF 10,500. 4.00 42,000.00 2.68 28,140.00 3.00 31,500.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 2,500.00 2,500.00 2,885.00 2,885.00 2,600.00 2,600.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS HR 720. 45.00 32,400.00 46.40 33,408.00 45.00 32,400.00 646.3 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS A 4. 1,740.00 6,960.00 1,750.00 7,000.00 1,750.00 7,000.00 647.1 HUMUS CY 1,550. 18.00 27,900.00 13.40 20,770.00 16.50 25,575.00 656.66081 SYRINGA VUL. 'CHAR. JOLY' CHARLES JOLY LILAC 6 FT B&B EA 6. 190.00 1,140.00 232.00 1,392.00 180.00 1,080.00 656.67081 SYRINGA VULGARIS COMMON PURPLE LILAC 6 FT B&B EA 6. 180.00 1,080.00 231.75 1,390.50 180.00 1,080.00 656.76081 SYRINGA VULGARIS ALBA COMMON WHITE LILAC 6 FT B&B EA 6. 180.00 1,080.00 231.75 1,390.50 180.00 1,080.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 3. 150.00 450.00 200.00 600.00 175.00 525.00 670.15 PRESSURE TREATED TIMBER STAIRWAY, HAND RAILS AND BOLLARDS U 1. 2,500.00 2,500.00 4,500.00 4,500.00 3,500.00 3,500.00 670.95 TEMPORARY SAFETY FENCE LF 1,500. 5.00 7,500.00 3.09 4,635.00 4.50 6,750.00 692. MOBILIZATION U 1. 200,000.00 200,000.00 513,000.00 513,000.00 700,000.00 700,000.00 693. ON-THE-JOB TRAINING OF UNSKILLED WORKERS $ 1. 600.00 600.00 600.00 600.00 600.00 600.00 698.12 FIELD OFFICE TYPE B MON 24. 1,000.00 24,000.00 1,750.00 42,000.00 1,450.00 34,800.00 698.2 PHYSICAL TESTING LABORATORY MON 22. 200.00 4,400.00 824.00 18,128.00 700.00 15,400.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 36,000.00 36,000.00 36,000.00 36,000.00 36,000.00 36,000.00 12967 PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 1008.53 ALTERATIONS AND ADDITIONS AS NEEDED - INVASIVE SPECIES MANAGEMENT $ 1. 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 1010.15 FUEL ADJUSTMENT $ 1. 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA ASPHALT $ 1. 7,000.00 7,000.00 7,000.00 7,000.00 7,000.00 7,000.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 $6,991,140.85 $7,720,127.03 $7,993,483.01 THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: ENFIELD BRO-X-T-0145(003), 12967 COUNTIES AND CODES: GRAFTON 009 DATE BIDS OPEN: OCTOBER 21, 2010 SCOPE OF WORK: PAVEMENT INLAY, GUARDRAIL REPLACEMENT AND BRIDGE REPLACEMENT LOCATION: NH ROUTE 4A AND MAIN STREET IN ENFIELD COMPLETION DATE: AUGUST 24, 2012 A E. D. SWETT, INC. 8 INDUSTRIAL PARK DR., CONCORD, NH 03301 $ 6,991,140.85 B BECK & BELLUCCI, INC. PO BOX 429, FRANKLIN, NH 03235 $ 7,720,127.03 C R. S. AUDLEY, INC. 609 ROUTE 3A, BOW, NH 03304 $ 7,993,483.01 D WINTERSET, INC. PO BOX 968, 128 WINTERSET DRIVE, LYNDONVILLE, VT 05851 $ 8,011,388.77 E CPM CONSTRUCTORS PO BOX B, FREEPORT, ME 04032 $ 8,267,223.98 F MIG CORPORATION, INC. ONE ACTION PLACE, SUITE 200, ACTON, MA 01720 $ 9,157,276.69 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) A 1.45 11,000.00 15,950.00 15,000.00 21,750.00 10,000.00 14,500.00 201.21 REMOVING SMALL TREES EA 18. 200.00 3,600.00 150.00 2,700.00 600.00 10,800.00 201.22 REMOVING LARGE TREES EA 2. 650.00 1,300.00 650.00 1,300.00 1,200.00 2,400.00 201.4 REMOVING STUMPS EA 3. 100.00 300.00 200.00 600.00 250.00 750.00 201.882 INVASIVE SPECIES CONTROL TYPE II SY 110. 13.00 1,430.00 12.00 1,320.00 3.00 330.00 202.31 FILL ABANDONED PIPE CY 20. 195.00 3,900.00 500.00 10,000.00 100.00 2,000.00 202.32 FILL ABANDONED STRUCTURE CY 10. 195.00 1,950.00 150.00 1,500.00 100.00 1,000.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 790. 18.00 14,220.00 10.00 7,900.00 8.00 6,320.00 202.42 REMOVAL OF EXISTING PIPE OVER 24" DIAMETER LF 50. 24.00 1,200.00 10.00 500.00 10.00 500.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 3. 345.00 1,035.00 500.00 1,500.00 250.00 750.00 202.7 REMOVAL OF GUARDRAIL LF 3,775. 1.50 5,662.50 1.50 5,662.50 2.20 8,305.00 203.1 COMMON EXCAVATION CY 19,250. 11.00 211,750.00 8.00 154,000.00 6.50 125,125.00 203.2 ROCK EXCAVATION CY 170. 55.00 9,350.00 50.00 8,500.00 50.00 8,500.00 203.5555 GUARDRAIL 25'EAGRT PLATFORM U 15. 630.00 9,450.00 1,000.00 15,000.00 600.00 9,000.00 203.601 EMBANKMENT-IN-PLACE CY 6,200. 17.00 105,400.00 5.50 34,100.00 18.00 111,600.00 12967 PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 206.1 COMMON STRUCTURE EXCAVATION CY 2,625. 14.00 36,750.00 30.00 78,750.00 18.00 47,250.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 75. 58.00 4,350.00 35.00 2,625.00 25.00 1,875.00 206.2 ROCK STRUCTURE EXCAVATION CY 350. 49.00 17,150.00 85.00 29,750.00 50.00 17,500.00 207.3 UNCLASSIFIED CHANNEL EXCAVATION CY 650. 13.00 8,450.00 15.00 9,750.00 20.00 13,000.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 285. 30.00 8,550.00 35.00 9,975.00 40.00 11,400.00 209.3 GRANULAR BACKFILL (SAND) CY 24. 34.00 816.00 32.00 768.00 40.00 960.00 209.4 GRANULAR BACKFILL (GRAV) CY 340. 48.00 16,320.00 32.00 10,880.00 33.00 11,220.00 210.1 SETTLEMENT PLATFORMS EA 2. 4,000.00 8,000.00 800.00 1,600.00 1,000.00 2,000.00 211.11 VIBRATION MONITORING SERVICES HR 30. 125.00 3,750.00 100.00 3,000.00 130.00 3,900.00 214. FINE GRADING U 1. 37,000.00 37,000.00 75,000.00 75,000.00 25,000.00 25,000.00 304.1 SAND (F) CY 4,875. 26.00 126,750.00 14.00 68,250.00 30.00 146,250.00 304.2 GRAVEL (F) CY 5,131. 28.00 143,668.00 14.00 71,834.00 30.00 153,930.00 304.3 CRUSHED GRAVEL (F) CY 5,237. 33.00 172,821.00 18.00 94,266.00 28.00 146,636.00 304.32 CRUSHED GRAVEL FOR SHOULDER LEVELING TON 180. 67.00 12,060.00 45.00 8,100.00 35.00 6,300.00 304.35 CRUSHED GRAVEL FOR DRIVES CY 220. 31.00 6,820.00 35.00 7,700.00 33.00 7,260.00 304.4 CRUSHED STONE (FINE GRADATION) (F) CY 1,739. 47.00 81,733.00 30.00 52,170.00 30.00 52,170.00 304.5 CRUSHED STONE (COARSE GRADATION) (F) CY 1,690. 42.00 70,980.00 28.00 47,320.00 30.00 50,700.00 403.11 HOT BITUMINOUS PAVEMENT, MACHINE METHOD TON 100. 99.00 9,900.00 115.00 11,500.00 110.00 11,000.00 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) TON 5,050. 66.00 333,300.00 70.00 353,500.00 68.00 343,400.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 150. 100.00 15,000.00 115.00 17,250.00 110.00 16,500.00 403.6 PAVEMENT JOINT ADHESIVE LF 17,850. .50 8,925.00 .59 10,531.50 .60 10,710.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 1" BASE COURSE (F) TON 70. 118.00 8,260.00 115.00 8,050.00 125.00 8,750.00 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 200. 87.00 17,400.00 115.00 23,000.00 110.00 22,000.00 411.1 HOT BITUMINOUS CONCRETE LEVELING COURSE TON 250. 66.00 16,500.00 70.00 17,500.00 70.00 17,500.00 417. COLD PLANING BITUMINOUS SURFACES SY 8,900. 2.50 22,250.00 2.50 22,250.00 2.55 22,695.00 500.02 ACCESS FOR BRIDGE CONSTRUCTION U 1. 84,000.00 84,000.00 200,000.00 200,000.00 300,000.00 300,000.00 502. REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 13,500.00 13,500.00 230,000.00 230,000.00 500,000.00 500,000.00 503.201 COFFERDAMS U 1. 14,000.00 14,000.00 25,000.00 25,000.00 80,000.00 80,000.00 503.202 COFFERDAMS U 1. 252,000.00 252,000.00 50,000.00 50,000.00 200,000.00 200,000.00 504.1 COMMON BRIDGE EXCAVATION (F) CY 460. 15.00 6,900.00 32.00 14,720.00 22.00 10,120.00 12967 PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 504.2 ROCK BRIDGE EXCAVATION CY 19. 47.00 893.00 100.00 1,900.00 115.00 2,185.00 508. STRUCTURAL FILL CY 200. 32.00 6,400.00 30.00 6,000.00 42.00 8,400.00 510.1 PILE DRIVING EQUIPMENT U 1. 157,000.00 157,000.00 100,000.00 100,000.00 100,000.00 100,000.00 510.11 MOBILIZATION AND DEMOBILIZATION OF PREBORING EQUIPMENT U 1. 245,000.00 245,000.00 600,000.00 600,000.00 100,000.00 100,000.00 510.6012 PREBORING FOR STEEL BEARING PILES (30" DIAMETER) LF 470. 950.00 446,500.00 895.00 420,650.00 1,000.00 470,000.00 510.6013 PREBORING FOR STEEL BEARING PILES (32" DIAMETER) LF 275. 950.00 261,250.00 895.00 246,125.00 1,000.00 275,000.00 510.6142 FURNISHING, INSTALLING, AND BACKFILLING STEEL PIPE PILES (30" DIAM) LB 210,861. .89 187,666.29 .75 158,145.75 1.25 263,576.25 510.6143 FURNISHING, INSTALLING, AND BACKFILLING STEEL PIPE PILES (32" DIAM) LB 240,298. .90 216,268.20 .90 216,268.20 1.40 336,417.20 510.652 DRIVING POINTS FOR STEEL BEARING PILES (30" DIAM) EA 10. 1,050.00 10,500.00 500.00 5,000.00 550.00 5,500.00 510.653 DRIVING POINTS FOR STEEL BEARING PILES (32" DIAM) EA 10. 1,200.00 12,000.00 500.00 5,000.00 800.00 8,000.00 510.9 PILE SPLICES EA 25. 590.00 14,750.00 100.00 2,500.00 600.00 15,000.00 520.0001 PRECAST CONCRETE BOX CULVERT (CONCRETE CLASS AAA) U 1. 21,500.00 21,500.00 20,000.00 20,000.00 25,000.00 25,000.00 520.0002 PRECAST CONCRETE BOX CULVERT (CONCRETE CLASS AAA) U 1. 12,500.00 12,500.00 13,500.00 13,500.00 22,000.00 22,000.00 520.0003 PRECAST CONCRETE BOX CULVERT (CONCRETE CLASS AAA) U 1. 18,500.00 18,500.00 14,000.00 14,000.00 25,000.00 25,000.00 520.01 CONCRETE CLASS AA CY 245. 500.00 122,500.00 750.00 183,750.00 400.00 98,000.00 520.03 CONCRETE CLASS AA CY 190. 610.00 115,900.00 1,000.00 190,000.00 750.00 142,500.00 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) CY 86. 421.00 36,206.00 310.00 26,660.00 280.00 24,080.00 520.12 CONCRETE CLASS A, ABOVE FOOTINGS (F) CY 113. 658.00 74,354.00 600.00 67,800.00 625.00 70,625.00 520.70026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 476. 600.00 285,600.00 775.00 368,900.00 900.00 428,400.00 534.3 WATER REPELLENT (SILANE/ SILOXANE) GAL 111. 42.00 4,662.00 70.00 7,770.00 80.00 8,880.00 538.2 BARRIER MEMBRANE, PEEL AN STICK - VERTICAL SURFACE (F) SY 25. 36.00 900.00 50.00 1,250.00 22.00 550.00 538.6 BARRIER MEMBRANE, HEAT WELDED - MACHINE METHOD (F) SY 1,250. 15.00 18,750.00 19.00 23,750.00 21.00 26,250.00 541.1 PVC WATERSTOPS, NH TYPE 1 (F) LF 77. 6.00 462.00 5.00 385.00 10.00 770.00 12967 PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 544. REINFORCING STEEL (F) LB 28,688. 1.00 28,688.00 1.50 43,032.00 1.10 31,556.80 544.1 REINFORCING STEEL (ROADWAY) LB 975. 2.00 1,950.00 2.00 1,950.00 1.50 1,462.50 544.2 REINFORCING STEEL, EPOXY COATED (F) LB 153,499. 1.00 153,499.00 1.00 153,499.00 1.10 168,848.90 544.7 SYNTHETIC FIBER REINFORCEMENT (F) LB 520. 6.00 3,120.00 6.00 3,120.00 11.00 5,720.00 547. SHEAR CONNECTORS (F) EA 3,910. 4.00 15,640.00 4.00 15,640.00 3.00 11,730.00 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 10. 1,100.00 11,000.00 1,200.00 12,000.00 800.00 8,000.00 548.22 ELASTOMERIC BEARING ASSEMBLIES (F) EA 2. 380.00 760.00 480.00 960.00 650.00 1,300.00 550.1 STRUCTURAL STEEL (F) LB 480,000. 1.65 792,000.00 1.50 720,000.00 1.55 744,000.00 550.2 BRIDGE SHOES (F) EA 10. 3,700.00 37,000.00 4,200.00 42,000.00 4,000.00 40,000.00 559.41 MODIFIED ELASTOMERIC PLUG TYPE EXPANSION JOINT (6" WIDE) (F) LF 59. 87.00 5,133.00 84.00 4,956.00 85.00 5,015.00 559.6 CLOSED CELL FOAM JOINT SYSTEM (F) LF 80. 267.00 21,360.00 130.00 10,400.00 255.00 20,400.00 562.1 SILICONE JOINT SEALANT (F LF 24. 5.00 120.00 258.00 6,192.00 18.00 432.00 563.739 BRIDGE RAIL F (3-BAR) (ANODIZED) (F) LF 784. 205.00 160,720.00 220.00 172,480.00 230.00 180,320.00 564.1 BRIDGE LIGHTING SYSTEM U 1. 10,000.00 10,000.00 12,000.00 12,000.00 10,000.00 10,000.00 565.7291 BRIDGE APPROACH RAIL F (2-BAR FULL HEIGHT) (ANODIZED) (F) LF 496. 140.00 69,440.00 145.00 71,920.00 160.00 79,360.00 565.7391 BRIDGE APPROACH RAIL F (3-BAR FULL HEIGHT) (ANODIZED) (F) LF 1,044. 140.00 146,160.00 137.50 143,550.00 166.00 173,304.00 565.7392 BRIDGE APPROACH RAIL F (3-BAR TO 2-BAR) (ANODIZED) (F) LF 104. 148.00 15,392.00 150.00 15,600.00 166.00 17,264.00 585.2 STONE FILL, CLASS B CY 1,300. 34.00 44,200.00 40.00 52,000.00 35.00 45,500.00 585.21 STONE FILL, CLASS B (BRIDGE) CY 1,100. 35.00 38,500.00 45.00 49,500.00 35.00 38,500.00 585.23 STONE FILL, CLASS B (MODIFIED) CY 9,900. 34.00 336,600.00 32.00 316,800.00 30.00 297,000.00 585.3 STONE FILL, CLASS C CY 2,200. 32.00 70,400.00 35.00 77,000.00 35.00 77,000.00 585.4 STONE FILL, CLASS D CY 380. 32.00 12,160.00 40.00 15,200.00 35.00 13,300.00 592.31 PRECAST CONCRETE MODULAR WALL SF 925. 66.00 61,050.00 48.00 44,400.00 45.00 41,625.00 593.221 GEOTEXTILE; SEPARATION CL. 2, NON-WOVEN SY 8,000. 2.00 16,000.00 2.00 16,000.00 1.75 14,000.00 593.411 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN SY 5,975. 2.00 11,950.00 2.00 11,950.00 2.00 11,950.00 593.421 GEOTEXTILE; PERM CONTROL CL.2, NON-WOVEN SY 2,750. 2.00 5,500.00 2.00 5,500.00 2.50 6,875.00 603.00215 15" R.C. PIPE, 2000D LF 56. 88.00 4,928.00 68.00 3,808.00 38.00 2,128.00 603.00218 18" R.C. PIPE, 2000D LF 36. 57.00 2,052.00 70.00 2,520.00 50.00 1,800.00 603.00224 24" R.C. PIPE, 2000D LF 100. 89.00 8,900.00 74.00 7,400.00 65.00 6,500.00 12967 PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 603.00230 30" R.C. PIPE, 2000D LF 120. 99.00 11,880.00 83.00 9,960.00 75.00 9,000.00 603.00236 36" R.C. PIPE, 2000D LF 112. 117.00 13,104.00 90.00 10,080.00 85.00 9,520.00 603.00312 12" R.C. PIPE, 3000D LF 72. 106.00 7,632.00 62.00 4,464.00 35.00 2,520.00 603.00315 15" R.C. PIPE, 3000D LF 280. 44.00 12,320.00 68.00 19,040.00 35.00 9,800.00 603.00318 18" R.C. PIPE, 3000D LF 20. 102.00 2,040.00 80.00 1,600.00 100.00 2,000.00 603.00330 30" R.C. PIPE, 3000D LF 76. 76.00 5,776.00 95.00 7,220.00 80.00 6,080.00 603.00336 36" R.C. PIPE, 3000D LF 276. 105.00 28,980.00 98.00 27,048.00 90.00 24,840.00 603.00348 48" R.C. PIPE, 3000D LF 60. 142.00 8,520.00 125.00 7,500.00 130.00 7,800.00 603.34115 15" STEEL END SECTIONS EA 8. 130.00 1,040.00 250.00 2,000.00 340.00 2,720.00 603.44012 12" CORR. POLYETHYLENE PIPE FOR SLOPE DRAINAGE LF 15. 41.00 615.00 75.00 1,125.00 33.00 495.00 603.83215 15" PLASTIC PIPE (SMOOTH INTERIOR) LF 455. 37.00 16,835.00 52.00 23,660.00 30.00 13,650.00 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 325. 52.00 16,900.00 54.00 17,550.00 50.00 16,250.00 603.83230 30" PLASTIC PIPE (SMOOTH INTERIOR) LF 85. 47.00 3,995.00 65.00 5,525.00 65.00 5,525.00 604.0007 POLYETHYLENE LINER EA 26. 200.00 5,200.00 200.00 5,200.00 200.00 5,200.00 604.12 CATCH BASINS TYPE B U 20. 1,700.00 34,000.00 2,200.00 44,000.00 2,200.00 44,000.00 604.125 CATCH BASINS TYPE B, 5-FOOT DIAMETER U 2. 2,400.00 4,800.00 2,600.00 5,200.00 3,000.00 6,000.00 604.126 CATCH BASINS TYPE B, 6-FOOT DIAMETER U 2. 2,800.00 5,600.00 3,300.00 6,600.00 3,200.00 6,400.00 604.128 CATCH BASINS TYPE B, 8-FOOT DIAMETER U 3. 3,800.00 11,400.00 5,200.00 15,600.00 7,000.00 21,000.00 604.16 CATCH BASINS TYPE F U 4. 2,200.00 8,800.00 2,300.00 9,200.00 2,200.00 8,800.00 604.22 DROP INLETS TYPE B U 3. 1,500.00 4,500.00 1,400.00 4,200.00 1,900.00 5,700.00 604.242 DROP INLETS TYPE D-B U 1. 1,400.00 1,400.00 1,400.00 1,400.00 1,500.00 1,500.00 604.4 RECONSTRUCTING/ADJUSTING CATCH BASIN & DROP INLET LF 6. 460.00 2,760.00 150.00 900.00 290.00 1,740.00 604.51 RECONSTRUCTING/ADJUSTING SEWER MANHOLES LF 1. 500.00 500.00 175.00 175.00 355.00 355.00 604.62 DRAINAGE MANHOLE COVERS AND FRAMES EA 1. 800.00 800.00 450.00 450.00 635.00 635.00 604.72 GRATES & FRAMES, TYPE B EA 26. 200.00 5,200.00 450.00 11,700.00 495.00 12,870.00 604.76 GRATES & FRAMES, TYPE F EA 4. 350.00 1,400.00 450.00 1,800.00 690.00 2,760.00 605.79 UNDERDRAIN FLUSHING BASINS EA 15. 500.00 7,500.00 500.00 7,500.00 450.00 6,750.00 605.82452 36" AGGREGATE UNDERDRAIN TYPE 2, WITH PERF. CORR. POLYETHYLENE 12 IN PIPE LF 3,010. 58.00 174,580.00 32.00 96,320.00 50.00 150,500.00 606.120 BEAM GUARDRAIL (STANDARD SECTION) (STEEL POST) LF 2,375. 14.00 33,250.00 15.75 37,406.25 22.00 52,250.00 606.12011 BEAM GUARDRAIL (STANDARD SECTION - 11' STEEL POSTS) LF 1,825. 25.00 45,625.00 25.11 45,825.75 35.00 63,875.00 606.1455 BEAM GUARDRAIL (TERM. UNIT EAGRT 25 FT.) U 15. 1,900.00 28,500.00 1,700.00 25,500.00 1,600.00 24,000.00 607.9920 BAR WAY (20 FT) (SUPPLIED BY OTHERS) U 2. 580.00 1,160.00 2,000.00 4,000.00 2,500.00 5,000.00 12967 PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 608.12 2" BITUMINOUS SIDEWALK (F) SY 670. 18.00 12,060.00 12.00 8,040.00 18.00 12,060.00 608.24 4" CONCRETE SIDEWALK (F) SY 61. 47.00 2,867.00 60.00 3,660.00 52.00 3,172.00 608.431 RESET SLATE SIDEWALK SF 10. 57.00 570.00 50.00 500.00 100.00 1,000.00 608.54 DETECTABLE WARNING DEVICES, CAST IRON SY 8. 47.00 376.00 275.00 2,200.00 322.00 2,576.00 609.01 STRAIGHT GRANITE CURB LF 1,340. 17.00 22,780.00 16.00 21,440.00 17.00 22,780.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 320. 7.00 2,240.00 5.30 1,696.00 7.50 2,400.00 611.90001 ADJUSTING WATER GATES AND SHUTOFFS SET BY OTHERS EA 7. 100.00 700.00 200.00 1,400.00 130.00 910.00 612.951 SEWER MAIN INSULATION SY 70. 17.00 1,190.00 5.00 350.00 40.00 2,800.00 614.331 3" STEEL CONDUIT LF 15. 15.00 225.00 15.00 225.00 16.00 240.00 614.523 MOLDED PULL BOX 17"X30" EA 10. 305.00 3,050.00 300.00 3,000.00 325.00 3,250.00 614.7314 3" PVC PLASTIC CONDUIT, SCHEDULE 40 LF 1,350. 7.00 9,450.00 7.00 9,450.00 7.20 9,720.00 614.7318 3" PVC PLASTIC CONDUIT, SCHEDULE 80 LF 50. 12.00 600.00 12.00 600.00 11.00 550.00 614.7328 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 105. 14.00 1,470.00 13.00 1,365.00 12.00 1,260.00 615.02 TRAFFIC SIGN TYPE B (F) SF 26. 69.00 1,794.00 67.00 1,742.00 62.00 1,612.00 615.03 TRAFFIC SIGN TYPE C (F) SF 270.75 38.00 10,288.50 37.00 10,017.75 40.00 10,830.00 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 8. 175.00 1,400.00 170.00 1,360.00 110.00 880.00 615.06 TRAFFIC SIGN TYPE CC (F) SF 44.69 12.00 536.28 12.00 536.28 16.00 715.04 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 618.7 FLAGGERS HR 4,000. 26.00 104,000.00 19.25 77,000.00 22.00 88,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 30,700.00 30,700.00 25,000.00 25,000.00 100,000.00 100,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 3. 11,000.00 33,000.00 10,000.00 30,000.00 15,000.00 45,000.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 65. 4.00 260.00 3.75 243.75 10.00 650.00 621.31 SINGLE DELINEATOR WITH POST EA 110. 33.00 3,630.00 26.00 2,860.00 30.00 3,300.00 622.1 STEEL WITNESS MARKERS EA 40. 26.00 1,040.00 24.00 960.00 30.00 1,200.00 622.2 CONCRETE BOUNDS EA 8. 300.00 2,400.00 375.00 3,000.00 250.00 2,000.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 6. 650.00 3,900.00 700.00 4,200.00 700.00 4,200.00 628.2 SAWED BITUMINOUS PAVEMENT LF 990. 2.00 1,980.00 4.00 3,960.00 1.50 1,485.00 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 114,000. .11 12,540.00 .11 12,540.00 .12 13,680.00 632.0106 RETROREFLECTIVE PAINT PAVE. MARKING, 6" LINE LF 125. 1.10 137.50 .75 93.75 .80 100.00 632.0118 RETROREFLECTIVE PAINT PAVE. MARKING, 18" LINE LF 50. 3.00 150.00 2.00 100.00 2.10 105.00 632.3104 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 4" LINE LF 80. .50 40.00 .50 40.00 .55 44.00 632.3106 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 6" LINE LF 125. 2.00 250.00 1.00 125.00 1.10 137.50 12967 PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 632.3118 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 18" LINE LF 50. 3.00 150.00 4.00 200.00 4.20 210.00 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD SF 6. 7.25 43.50 10.00 60.00 11.00 66.00 632.9104 OBLITERATE PAVEMENT MARKING, 4" LINE LF 210. .50 105.00 1.00 210.00 1.10 231.00 641. LOAM CY 365. 20.00 7,300.00 35.00 12,775.00 45.00 16,425.00 645.0001 TURBIDITY BARRIER LF 3,300. 4.00 13,200.00 15.00 49,500.00 15.00 49,500.00 645.12 TEMPORARY MULCH A 4. 1,900.00 7,600.00 1,000.00 4,000.00 1,500.00 6,000.00 645.3 EROSION STONE TON 500. 50.00 25,000.00 35.00 17,500.00 25.00 12,500.00 645.41 TEMPORARY SLOPE STABILIZATION TYPE A SY 17,000. 2.00 34,000.00 1.25 21,250.00 1.65 28,050.00 645.43 TEMPORARY SLOPE STABILIZATION TYPE C SY 2,250. 2.00 4,500.00 1.20 2,700.00 1.65 3,712.50 645.45 PERMANENT CHANNEL STABILIZATION TYPE A SY 2,850. 4.00 11,400.00 2.60 7,410.00 3.00 8,550.00 645.531 SILT FENCE LF 10,500. 3.00 31,500.00 3.00 31,500.00 3.00 31,500.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 2,600.00 2,600.00 5,000.00 5,000.00 5,000.00 5,000.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS HR 720. 57.00 41,040.00 45.00 32,400.00 50.00 36,000.00 646.3 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS A 4. 3,000.00 12,000.00 1,740.00 6,960.00 1,650.00 6,600.00 647.1 HUMUS CY 1,550. 19.00 29,450.00 25.00 38,750.00 28.00 43,400.00 656.66081 SYRINGA VUL. 'CHAR. JOLY' CHARLES JOLY LILAC 6 FT B&B EA 6. 195.00 1,170.00 190.00 1,140.00 400.00 2,400.00 656.67081 SYRINGA VULGARIS COMMON PURPLE LILAC 6 FT B&B EA 6. 185.00 1,110.00 180.00 1,080.00 400.00 2,400.00 656.76081 SYRINGA VULGARIS ALBA COMMON WHITE LILAC 6 FT B&B EA 6. 185.00 1,110.00 180.00 1,080.00 400.00 2,400.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 3. 130.00 390.00 250.00 750.00 120.00 360.00 670.15 PRESSURE TREATED TIMBER STAIRWAY, HAND RAILS AND BOLLARDS U 1. 1,600.00 1,600.00 2,500.00 2,500.00 2,500.00 2,500.00 670.95 TEMPORARY SAFETY FENCE LF 1,500. 4.00 6,000.00 2.50 3,750.00 4.50 6,750.00 692. MOBILIZATION U 1. 500,000.00 500,000.00 600,000.00 600,000.00 721,000.00 721,000.00 693. ON-THE-JOB TRAINING OF UNSKILLED WORKERS $ 1. 600.00 600.00 600.00 600.00 600.00 600.00 698.12 FIELD OFFICE TYPE B MON 24. 900.00 21,600.00 1,500.00 36,000.00 2,250.00 54,000.00 698.2 PHYSICAL TESTING LABORATORY MON 22. 500.00 11,000.00 1,000.00 22,000.00 1,000.00 22,000.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 36,000.00 36,000.00 36,000.00 36,000.00 36,000.00 36,000.00 12967 PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 1008.53 ALTERATIONS AND ADDITIONS AS NEEDED - INVASIVE SPECIES MANAGEMENT $ 1. 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 1010.15 FUEL ADJUSTMENT $ 1. 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA ASPHALT $ 1. 7,000.00 7,000.00 7,000.00 7,000.00 7,000.00 7,000.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 $8,011,388.77 $8,294,671.48 $9,157,276.69 STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION A-PS&E COMPARISION PROJECT: ENFIELD BRO-X-T-0145(003), 12967 COUNTIES AND CODES: GRAFTON 009 DATE BIDS OPEN: OCTOBER 21, 2010 SCOPE OF WORK: PAVEMENT INLAY, GUARDRAIL REPLACEMENT AND BRIDGE REPLACEMENT LOCATION: NH ROUTE 4A AND MAIN STREET IN ENFIELD COMPLETION DATE: AUGUST 24, 2012 A E. D. SWETT, INC. 8 INDUSTRIAL PARK DR., CONCORD, NH 03301 $ 6,991,140.85 B BECK & BELLUCCI, INC. PO BOX 429, FRANKLIN, NH 03235 $ 7,720,127.03 C R. S. AUDLEY, INC. 609 ROUTE 3A, BOW, NH 03304 $ 7,993,483.01 D WINTERSET, INC. PO BOX 968, 128 WINTERSET DRIVE, LYNDONVILLE, VT 05851 $ 8,011,388.77 E CPM CONSTRUCTORS PO BOX B, FREEPORT, ME 04032 $ 8,267,223.98 F MIG CORPORATION, INC. ONE ACTION PLACE, SUITE 200, ACTON, MA 01720 $ 9,157,276.69 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 201.1 CLEARING AND GRUBBING (F) A 1.45 6,000.00 8,700.00 17,500.00 25,375.00 -16,675.00 201.21 REMOVING SMALL TREES EA 18. 350.00 6,300.00 450.00 8,100.00 -1,800.00 201.22 REMOVING LARGE TREES EA 2. 500.00 1,000.00 560.00 1,120.00 -120.00 201.4 REMOVING STUMPS EA 3. 350.00 1,050.00 300.00 900.00 150.00 201.882 INVASIVE SPECIES CONTROL TYPE II SY 110. 20.00 2,200.00 1.00 110.00 2,090.00 202.31 FILL ABANDONED PIPE CY 20. 100.00 2,000.00 135.00 2,700.00 -700.00 202.32 FILL ABANDONED STRUCTURE CY 10. 100.00 1,000.00 50.00 500.00 500.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 790. 15.00 11,850.00 8.00 6,320.00 5,530.00 202.42 REMOVAL OF EXISTING PIPE OVER 24" DIAMETER LF 50. 18.00 900.00 5.00 250.00 650.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 3. 500.00 1,500.00 250.00 750.00 750.00 202.7 REMOVAL OF GUARDRAIL LF 3,775. 2.00 7,550.00 2.00 7,550.00 203.1 COMMON EXCAVATION CY 19,250. 6.00 115,500.00 5.00 96,250.00 19,250.00 203.2 ROCK EXCAVATION CY 170. 20.00 3,400.00 55.00 9,350.00 -5,950.00 203.5555 GUARDRAIL 25'EAGRT PLATFORM U 15. 500.00 7,500.00 1,000.00 15,000.00 -7,500.00 12967 PAGE 2 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 203.601 EMBANKMENT-IN-PLACE CY 6,200. 5.00 31,000.00 4.00 24,800.00 6,200.00 206.1 COMMON STRUCTURE EXCAVATION CY 2,625. 10.00 26,250.00 9.00 23,625.00 2,625.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 75. 20.00 1,500.00 26.00 1,950.00 -450.00 206.2 ROCK STRUCTURE EXCAVATION CY 350. 10.00 3,500.00 50.00 17,500.00 -14,000.00 207.3 UNCLASSIFIED CHANNEL EXCAVATION CY 650. 18.00 11,700.00 20.00 13,000.00 -1,300.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 285. 20.00 5,700.00 40.00 11,400.00 -5,700.00 209.3 GRANULAR BACKFILL (SAND) CY 24. 30.00 720.00 25.00 600.00 120.00 209.4 GRANULAR BACKFILL (GRAV) CY 340. 25.00 8,500.00 16.00 5,440.00 3,060.00 210.1 SETTLEMENT PLATFORMS EA 2. 1,500.00 3,000.00 800.00 1,600.00 1,400.00 211.11 VIBRATION MONITORING SERVICES HR 30. 100.00 3,000.00 100.00 3,000.00 214. FINE GRADING U 1. 36,400.00 36,400.00 25,000.00 25,000.00 11,400.00 304.1 SAND (F) CY 4,875. 13.00 63,375.00 12.00 58,500.00 4,875.00 304.2 GRAVEL (F) CY 5,131. 13.00 66,703.00 18.50 94,923.50 -28,220.50 304.3 CRUSHED GRAVEL (F) CY 5,237. 16.00 83,792.00 23.50 123,069.50 -39,277.50 304.32 CRUSHED GRAVEL FOR SHOULDER LEVELING TON 180. 25.00 4,500.00 30.00 5,400.00 -900.00 304.35 CRUSHED GRAVEL FOR DRIVES CY 220. 30.00 6,600.00 25.00 5,500.00 1,100.00 304.4 CRUSHED STONE (FINE GRADATION) (F) CY 1,739. 19.00 33,041.00 17.00 29,563.00 3,478.00 304.5 CRUSHED STONE (COARSE GRADATION) (F) CY 1,690. 19.00 32,110.00 17.00 28,730.00 3,380.00 403.11 HOT BITUMINOUS PAVEMENT, MACHINE METHOD TON 100. 67.00 6,700.00 73.00 7,300.00 -600.00 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) TON 5,050. 67.00 338,350.00 70.00 353,500.00 -15,150.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 150. 125.00 18,750.00 110.00 16,500.00 2,250.00 403.6 PAVEMENT JOINT ADHESIVE LF 17,850. .50 8,925.00 .25 4,462.50 4,462.50 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 1" BASE COURSE (F) TON 70. 115.00 8,050.00 160.00 11,200.00 -3,150.00 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 200. 110.00 22,000.00 95.00 19,000.00 3,000.00 411.1 HOT BITUMINOUS CONCRETE LEVELING COURSE TON 250. 67.00 16,750.00 100.00 25,000.00 -8,250.00 417. COLD PLANING BITUMINOUS SURFACES SY 8,900. 2.10 18,690.00 2.00 17,800.00 890.00 500.02 ACCESS FOR BRIDGE CONSTRUCTION U 1. 500,000.00 500,000.00 325,000.00 325,000.00 175,000.00 502. REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 500,000.00 500,000.00 350,000.00 350,000.00 150,000.00 503.201 COFFERDAMS U 1. 50,000.00 50,000.00 10,000.00 10,000.00 40,000.00 503.202 COFFERDAMS U 1. 100,000.00 100,000.00 60,000.00 60,000.00 40,000.00 504.1 COMMON BRIDGE EXCAVATION (F) CY 460. 20.00 9,200.00 25.00 11,500.00 -2,300.00 504.2 ROCK BRIDGE EXCAVATION CY 19. 100.00 1,900.00 100.00 1,900.00 12967 PAGE 3 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 508. STRUCTURAL FILL CY 200. 30.00 6,000.00 50.00 10,000.00 -4,000.00 510.1 PILE DRIVING EQUIPMENT U 1. 50,000.00 50,000.00 50,000.00 50,000.00 510.11 MOBILIZATION AND DEMOBILIZATION OF PREBORING EQUIPMENT U 1. 200,000.00 200,000.00 75,000.00 75,000.00 125,000.00 510.6012 PREBORING FOR STEEL BEARING PILES (30" DIAMETER) LF 470. 250.00 117,500.00 1,200.00 564,000.00 -446,500.00 510.6013 PREBORING FOR STEEL BEARING PILES (32" DIAMETER) LF 275. 400.00 110,000.00 1,200.00 330,000.00 -220,000.00 510.6142 FURNISHING, INSTALLING, AND BACKFILLING STEEL PIPE PILES (30" DIAM) LB 210,861. .75 158,145.75 1.50 316,291.50 -158,145.75 510.6143 FURNISHING, INSTALLING, AND BACKFILLING STEEL PIPE PILES (32" DIAM) LB 240,298. .85 204,253.30 1.50 360,447.00 -156,193.70 510.652 DRIVING POINTS FOR STEEL BEARING PILES (30" DIAM) EA 10. 600.00 6,000.00 800.00 8,000.00 -2,000.00 510.653 DRIVING POINTS FOR STEEL BEARING PILES (32" DIAM) EA 10. 750.00 7,500.00 800.00 8,000.00 -500.00 510.9 PILE SPLICES EA 25. 200.00 5,000.00 600.00 15,000.00 -10,000.00 520.0001 PRECAST CONCRETE BOX CULVERT (CONCRETE CLASS AAA) U 1. 12,200.00 12,200.00 22,800.00 22,800.00 -10,600.00 520.0002 PRECAST CONCRETE BOX CULVERT (CONCRETE CLASS AAA) U 1. 9,500.00 9,500.00 22,260.00 22,260.00 -12,760.00 520.0003 PRECAST CONCRETE BOX CULVERT (CONCRETE CLASS AAA) U 1. 10,000.00 10,000.00 22,268.00 22,268.00 -12,268.00 520.01 CONCRETE CLASS AA CY 245. 500.00 122,500.00 1,000.00 245,000.00 -122,500.00 520.03 CONCRETE CLASS AA CY 190. 700.00 133,000.00 1,000.00 190,000.00 -57,000.00 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) CY 86. 300.00 25,800.00 325.00 27,950.00 -2,150.00 520.12 CONCRETE CLASS A, ABOVE FOOTINGS (F) CY 113. 550.00 62,150.00 415.00 46,895.00 15,255.00 520.70026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 476. 650.00 309,400.00 850.00 404,600.00 -95,200.00 534.3 WATER REPELLENT (SILANE/ SILOXANE) GAL 111. 75.00 8,325.00 80.00 8,880.00 -555.00 538.2 BARRIER MEMBRANE, PEEL AN STICK - VERTICAL SURFACE (F) SY 25. 50.00 1,250.00 50.00 1,250.00 538.6 BARRIER MEMBRANE, HEAT WELDED - MACHINE METHOD (F) SY 1,250. 25.00 31,250.00 25.00 31,250.00 541.1 PVC WATERSTOPS, NH TYPE 1 (F) LF 77. 5.00 385.00 6.00 462.00 -77.00 544. REINFORCING STEEL (F) LB 28,688. 1.25 35,860.00 1.25 35,860.00 544.1 REINFORCING STEEL (ROADWAY) LB 975. 1.00 975.00 .70 682.50 292.50 12967 PAGE 4 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 544.2 REINFORCING STEEL, EPOXY COATED (F) LB 153,499. 1.00 153,499.00 1.40 214,898.60 -61,399.60 544.7 SYNTHETIC FIBER REINFORCEMENT (F) LB 520. 6.00 3,120.00 10.00 5,200.00 -2,080.00 547. SHEAR CONNECTORS (F) EA 3,910. 4.00 15,640.00 3.50 13,685.00 1,955.00 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 10. 1,500.00 15,000.00 2,200.00 22,000.00 -7,000.00 548.22 ELASTOMERIC BEARING ASSEMBLIES (F) EA 2. 1,000.00 2,000.00 500.00 1,000.00 1,000.00 550.1 STRUCTURAL STEEL (F) LB 480,000. 1.50 720,000.00 1.75 840,000.00 -120,000.00 550.2 BRIDGE SHOES (F) EA 10. 3,000.00 30,000.00 2,000.00 20,000.00 10,000.00 559.41 MODIFIED ELASTOMERIC PLUG TYPE EXPANSION JOINT (6" WIDE) (F) LF 59. 100.00 5,900.00 75.00 4,425.00 1,475.00 559.6 CLOSED CELL FOAM JOINT SYSTEM (F) LF 80. 258.00 20,640.00 500.00 40,000.00 -19,360.00 562.1 SILICONE JOINT SEALANT (F LF 24. 20.00 480.00 25.00 600.00 -120.00 563.739 BRIDGE RAIL F (3-BAR) (ANODIZED) (F) LF 784. 200.00 156,800.00 200.00 156,800.00 564.1 BRIDGE LIGHTING SYSTEM U 1. 10,000.00 10,000.00 6,400.00 6,400.00 3,600.00 565.7291 BRIDGE APPROACH RAIL F (2-BAR FULL HEIGHT) (ANODIZED) (F) LF 496. 150.00 74,400.00 225.00 111,600.00 -37,200.00 565.7391 BRIDGE APPROACH RAIL F (3-BAR FULL HEIGHT) (ANODIZED) (F) LF 1,044. 150.00 156,600.00 250.00 261,000.00 -104,400.00 565.7392 BRIDGE APPROACH RAIL F (3-BAR TO 2-BAR) (ANODIZED) (F) LF 104. 150.00 15,600.00 250.00 26,000.00 -10,400.00 585.2 STONE FILL, CLASS B CY 1,300. 20.00 26,000.00 32.00 41,600.00 -15,600.00 585.21 STONE FILL, CLASS B (BRIDGE) CY 1,100. 25.00 27,500.00 50.00 55,000.00 -27,500.00 585.23 STONE FILL, CLASS B (MODIFIED) CY 9,900. 27.00 267,300.00 35.00 346,500.00 -79,200.00 585.3 STONE FILL, CLASS C CY 2,200. 19.00 41,800.00 21.00 46,200.00 -4,400.00 585.4 STONE FILL, CLASS D CY 380. 27.00 10,260.00 30.00 11,400.00 -1,140.00 592.31 PRECAST CONCRETE MODULAR WALL SF 925. 48.00 44,400.00 40.00 37,000.00 7,400.00 593.221 GEOTEXTILE; SEPARATION CL. 2, NON-WOVEN SY 8,000. 2.00 16,000.00 1.50 12,000.00 4,000.00 593.411 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN SY 5,975. 2.00 11,950.00 3.00 17,925.00 -5,975.00 593.421 GEOTEXTILE; PERM CONTROL CL.2, NON-WOVEN SY 2,750. 2.00 5,500.00 3.00 8,250.00 -2,750.00 603.00215 15" R.C. PIPE, 2000D LF 56. 38.00 2,128.00 30.00 1,680.00 448.00 603.00218 18" R.C. PIPE, 2000D LF 36. 40.00 1,440.00 35.00 1,260.00 180.00 603.00224 24" R.C. PIPE, 2000D LF 100. 46.00 4,600.00 43.00 4,300.00 300.00 603.00230 30" R.C. PIPE, 2000D LF 120. 57.00 6,840.00 75.00 9,000.00 -2,160.00 603.00236 36" R.C. PIPE, 2000D LF 112. 84.00 9,408.00 120.00 13,440.00 -4,032.00 603.00312 12" R.C. PIPE, 3000D LF 72. 43.00 3,096.00 28.00 2,016.00 1,080.00 603.00315 15" R.C. PIPE, 3000D LF 280. 36.00 10,080.00 45.00 12,600.00 -2,520.00 603.00318 18" R.C. PIPE, 3000D LF 20. 63.00 1,260.00 50.00 1,000.00 260.00 12967 PAGE 5 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 603.00330 30" R.C. PIPE, 3000D LF 76. 62.00 4,712.00 65.00 4,940.00 -228.00 603.00336 36" R.C. PIPE, 3000D LF 276. 64.00 17,664.00 80.00 22,080.00 -4,416.00 603.00348 48" R.C. PIPE, 3000D LF 60. 155.00 9,300.00 120.00 7,200.00 2,100.00 603.34115 15" STEEL END SECTIONS EA 8. 150.00 1,200.00 200.00 1,600.00 -400.00 603.44012 12" CORR. POLYETHYLENE PIPE FOR SLOPE DRAINAGE LF 15. 22.00 330.00 24.00 360.00 -30.00 603.83215 15" PLASTIC PIPE (SMOOTH INTERIOR) LF 455. 30.00 13,650.00 24.50 11,147.50 2,502.50 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 325. 34.00 11,050.00 36.00 11,700.00 -650.00 603.83230 30" PLASTIC PIPE (SMOOTH INTERIOR) LF 85. 42.00 3,570.00 38.00 3,230.00 340.00 604.0007 POLYETHYLENE LINER EA 26. 135.00 3,510.00 160.00 4,160.00 -650.00 604.12 CATCH BASINS TYPE B U 20. 1,230.00 24,600.00 1,600.00 32,000.00 -7,400.00 604.125 CATCH BASINS TYPE B, 5-FOOT DIAMETER U 2. 2,030.00 4,060.00 1,700.00 3,400.00 660.00 604.126 CATCH BASINS TYPE B, 6-FOOT DIAMETER U 2. 2,420.00 4,840.00 1,700.00 3,400.00 1,440.00 604.128 CATCH BASINS TYPE B, 8-FOOT DIAMETER U 3. 5,810.00 17,430.00 1,900.00 5,700.00 11,730.00 604.16 CATCH BASINS TYPE F U 4. 1,230.00 4,920.00 2,000.00 8,000.00 -3,080.00 604.22 DROP INLETS TYPE B U 3. 1,300.00 3,900.00 1,800.00 5,400.00 -1,500.00 604.242 DROP INLETS TYPE D-B U 1. 1,400.00 1,400.00 1,500.00 1,500.00 -100.00 604.4 RECONSTRUCTING/ADJUSTING CATCH BASIN & DROP INLET LF 6. 300.00 1,800.00 290.00 1,740.00 60.00 604.51 RECONSTRUCTING/ADJUSTING SEWER MANHOLES LF 1. 300.00 300.00 175.00 175.00 125.00 604.62 DRAINAGE MANHOLE COVERS AND FRAMES EA 1. 300.00 300.00 300.00 300.00 604.72 GRATES & FRAMES, TYPE B EA 26. 300.00 7,800.00 345.00 8,970.00 -1,170.00 604.76 GRATES & FRAMES, TYPE F EA 4. 300.00 1,200.00 350.00 1,400.00 -200.00 605.79 UNDERDRAIN FLUSHING BASINS EA 15. 500.00 7,500.00 350.00 5,250.00 2,250.00 605.82452 36" AGGREGATE UNDERDRAIN TYPE 2, WITH PERF. CORR. POLYETHYLENE 12 IN PIPE LF 3,010. 55.00 165,550.00 38.00 114,380.00 51,170.00 606.120 BEAM GUARDRAIL (STANDARD SECTION) (STEEL POST) LF 2,375. 16.00 38,000.00 16.00 38,000.00 606.12011 BEAM GUARDRAIL (STANDARD SECTION - 11' STEEL POSTS) LF 1,825. 25.00 45,625.00 20.00 36,500.00 9,125.00 606.1455 BEAM GUARDRAIL (TERM. UNIT EAGRT 25 FT.) U 15. 2,000.00 30,000.00 1,700.00 25,500.00 4,500.00 607.9920 BAR WAY (20 FT) (SUPPLIED BY OTHERS) U 2. 250.00 500.00 1,000.00 2,000.00 -1,500.00 608.12 2" BITUMINOUS SIDEWALK (F) SY 670. 12.00 8,040.00 11.00 7,370.00 670.00 608.24 4" CONCRETE SIDEWALK (F) SY 61. 50.00 3,050.00 31.00 1,891.00 1,159.00 608.431 RESET SLATE SIDEWALK SF 10. 30.00 300.00 30.00 300.00 608.54 DETECTABLE WARNING DEVICES, CAST IRON SY 8. 400.00 3,200.00 325.00 2,600.00 600.00 609.01 STRAIGHT GRANITE CURB LF 1,340. 16.00 21,440.00 15.00 20,100.00 1,340.00 12967 PAGE 6 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 320. 5.00 1,600.00 3.00 960.00 640.00 611.90001 ADJUSTING WATER GATES AND SHUTOFFS SET BY OTHERS EA 7. 250.00 1,750.00 75.00 525.00 1,225.00 612.951 SEWER MAIN INSULATION SY 70. 25.00 1,750.00 50.00 3,500.00 -1,750.00 614.331 3" STEEL CONDUIT LF 15. 20.00 300.00 14.00 210.00 90.00 614.523 MOLDED PULL BOX 17"X30" EA 10. 300.00 3,000.00 284.00 2,840.00 160.00 614.7314 3" PVC PLASTIC CONDUIT, SCHEDULE 40 LF 1,350. 7.50 10,125.00 4.60 6,210.00 3,915.00 614.7318 3" PVC PLASTIC CONDUIT, SCHEDULE 80 LF 50. 10.00 500.00 7.00 350.00 150.00 614.7328 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 105. 15.00 1,575.00 6.00 630.00 945.00 615.02 TRAFFIC SIGN TYPE B (F) SF 26. 60.00 1,560.00 50.00 1,300.00 260.00 615.03 TRAFFIC SIGN TYPE C (F) SF 270.75 50.00 13,537.50 40.00 10,830.00 2,707.50 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 8. 100.00 800.00 100.00 800.00 615.06 TRAFFIC SIGN TYPE CC (F) SF 44.69 15.00 670.35 12.00 536.28 134.07 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 20,000.00 20,000.00 20,000.00 20,000.00 618.7 FLAGGERS HR 4,000. 17.00 68,000.00 22.00 88,000.00 -20,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 31,500.00 31,500.00 40,000.00 40,000.00 -8,500.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 3. 10,000.00 30,000.00 3,500.00 10,500.00 19,500.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 65. 5.00 325.00 3.00 195.00 130.00 621.31 SINGLE DELINEATOR WITH POST EA 110. 30.00 3,300.00 30.00 3,300.00 622.1 STEEL WITNESS MARKERS EA 40. 25.00 1,000.00 25.00 1,000.00 622.2 CONCRETE BOUNDS EA 8. 200.00 1,600.00 300.00 2,400.00 -800.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 6. 650.00 3,900.00 500.00 3,000.00 900.00 628.2 SAWED BITUMINOUS PAVEMENT LF 990. 2.00 1,980.00 2.00 1,980.00 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 114,000. .12 13,680.00 .12 13,680.00 632.0106 RETROREFLECTIVE PAINT PAVE. MARKING, 6" LINE LF 125. .16 20.00 .12 15.00 5.00 632.0118 RETROREFLECTIVE PAINT PAVE. MARKING, 18" LINE LF 50. 1.25 62.50 1.50 75.00 -12.50 632.3104 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 4" LINE LF 80. .85 68.00 .70 56.00 12.00 632.3106 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 6" LINE LF 125. 1.25 156.25 .65 81.25 75.00 632.3118 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 18" LINE LF 50. 4.50 225.00 1.85 92.50 132.50 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD SF 6. 4.95 29.70 4.50 27.00 2.70 632.9104 OBLITERATE PAVEMENT MARKING, 4" LINE LF 210. .45 94.50 .25 52.50 42.00 641. LOAM CY 365. 22.00 8,030.00 20.00 7,300.00 730.00 12967 PAGE 7 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 645.0001 TURBIDITY BARRIER LF 3,300. 20.00 66,000.00 7.00 23,100.00 42,900.00 645.12 TEMPORARY MULCH A 4. 1,000.00 4,000.00 480.00 1,920.00 2,080.00 645.3 EROSION STONE TON 500. 20.00 10,000.00 25.00 12,500.00 -2,500.00 645.41 TEMPORARY SLOPE STABILIZATION TYPE A SY 17,000. 1.25 21,250.00 1.00 17,000.00 4,250.00 645.43 TEMPORARY SLOPE STABILIZATION TYPE C SY 2,250. 1.20 2,700.00 1.20 2,700.00 645.45 PERMANENT CHANNEL STABILIZATION TYPE A SY 2,850. 2.60 7,410.00 2.00 5,700.00 1,710.00 645.531 SILT FENCE LF 10,500. 4.00 42,000.00 3.00 31,500.00 10,500.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 2,500.00 2,500.00 5,000.00 5,000.00 -2,500.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS HR 720. 45.00 32,400.00 45.00 32,400.00 646.3 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS A 4. 1,740.00 6,960.00 1,400.00 5,600.00 1,360.00 647.1 HUMUS CY 1,550. 18.00 27,900.00 13.00 20,150.00 7,750.00 656.66081 SYRINGA VUL. 'CHAR. JOLY' CHARLES JOLY LILAC 6 FT B&B EA 6. 190.00 1,140.00 290.00 1,740.00 -600.00 656.67081 SYRINGA VULGARIS COMMON PURPLE LILAC 6 FT B&B EA 6. 180.00 1,080.00 290.00 1,740.00 -660.00 656.76081 SYRINGA VULGARIS ALBA COMMON WHITE LILAC 6 FT B&B EA 6. 180.00 1,080.00 290.00 1,740.00 -660.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 3. 150.00 450.00 200.00 600.00 -150.00 670.15 PRESSURE TREATED TIMBER STAIRWAY, HAND RAILS AND BOLLARDS U 1. 2,500.00 2,500.00 1,000.00 1,000.00 1,500.00 670.95 TEMPORARY SAFETY FENCE LF 1,500. 5.00 7,500.00 9.00 13,500.00 -6,000.00 692. MOBILIZATION U 1. 200,000.00 200,000.00 335,000.00 335,000.00 -135,000.00 693. ON-THE-JOB TRAINING OF UNSKILLED WORKERS $ 1. 600.00 600.00 600.00 600.00 698.12 FIELD OFFICE TYPE B MON 24. 1,000.00 24,000.00 1,700.00 40,800.00 -16,800.00 698.2 PHYSICAL TESTING LABORATORY MON 22. 200.00 4,400.00 800.00 17,600.00 -13,200.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 36,000.00 36,000.00 36,000.00 36,000.00 1008.53 ALTERATIONS AND ADDITIONS AS NEEDED - INVASIVE SPECIES MANAGEMENT $ 1. 3,000.00 3,000.00 3,000.00 3,000.00 1010.15 FUEL ADJUSTMENT $ 1. 70,000.00 70,000.00 70,000.00 70,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA ASPHALT $ 1. 7,000.00 7,000.00 7,000.00 7,000.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 $6,991,140.85 $8,343,343.13 -1,352,202.28