THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: COLEBROOK BRS-RS-X-0201(007), P2493C COUNTIES AND CODES: COOS 007 DATE BIDS OPEN: SEPTEMBER 28, 2006 SCOPE OF WORK: ROADWAY AND BRIDGE REHABILITATION LOCATION: NH ROUTE 26 AND DIAMOND POND ROAD COMPLETION DATE: JULY 31, 2009 A WINTERSET INC. PO BOX 968, LYNDONVILLE, VT 05851 $ 8,199,225.05 B J. A. MCDONALD, INC. PO BOX 132, LYNDON CENTER, VT 05850 $ 9,354,412.07 C SARGENT CORPORATION 378 BENNOCH RD., STILLWATER, ME 04489 $10,844,000.00 D MORRILL CONSTRUCTION, INC. 190 HORSE MEADOW RD., BOX 400, N. HAVERHILL, NH 03774 $10,908,908.21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.02 GRUBBING (F) HA 2.5 10,500.00 26,250.00 10,000.00 25,000.00 7,000.00 17,500.00 201.1 CLEARING AND GRUBBING (F) HA 1. 18,400.00 18,400.00 18,000.00 18,000.00 24,000.00 24,000.00 201.21 REMOVING SMALL TREES EA 34. 300.00 10,200.00 175.00 5,950.00 350.00 11,900.00 201.22 REMOVING LARGE TREES EA 22. 440.00 9,680.00 675.00 14,850.00 600.00 13,200.00 201.4 REMOVING STUMPS EA 75. 90.00 6,750.00 154.00 11,550.00 275.00 20,625.00 202.41 REMOVAL OF EXISTING PIPE 0-600 MM DIA. LM 145. 70.00 10,150.00 45.00 6,525.00 35.00 5,075.00 202.42 REMOVAL OF EXISTING PIPE OVER 600 MM DIA. LM 41. 100.00 4,100.00 78.00 3,198.00 50.00 2,050.00 202.7 REMOVAL OF GUARDRAIL (F) LM 312.5 5.00 1,562.50 5.00 1,562.50 6.00 1,875.00 203.1 COMMON EXCAVATION M3 82,000. 7.00 574,000.00 9.00 738,000.00 9.75 799,500.00 203.2 ROCK EXCAVATION M3 14,000. 10.00 140,000.00 40.00 560,000.00 45.00 630,000.00 203.3 UNCLASSIFIED EXCAVATION M3 100. 17.00 1,700.00 20.00 2,000.00 25.00 2,500.00 203.5554 GUARDRAIL 15.2M EAGRT PLATFORM U 13. 850.00 11,050.00 1,100.00 14,300.00 2,300.00 29,900.00 203.5555 GUARDRAIL 7.6M EAGRT PLATFORM U 4. 730.00 2,920.00 1,100.00 4,400.00 1,600.00 6,400.00 203.5596 E-2 PLATFORM LM 58. 25.00 1,450.00 65.00 3,770.00 65.00 3,770.00 203.6 EMBANKMENT-IN-PLACE (F) M3 52,000. 2.80 145,600.00 3.50 182,000.00 8.00 416,000.00 206.1 COMMON STRUCTURE EXCAVATION M3 2,250. 11.00 24,750.00 25.00 56,250.00 20.00 45,000.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY M3 10. 84.00 840.00 25.00 250.00 35.00 350.00 206.2 ROCK STRUCTURE EXCAVATION M3 2,250. 60.00 135,000.00 90.00 202,500.00 110.00 247,500.00 206.39 UNCLASSIFIED STRUCTURE EXCAVATION-EXPLORATORY M3 70. 110.00 7,700.00 30.00 2,100.00 30.00 2,100.00 207.3 UNCLASSIFIED CHANNEL EXCAVATION M3 910. 19.00 17,290.00 16.00 14,560.00 16.00 14,560.00 P2493C PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 209.1 GRANULAR BACKFILL M3 2,200. 15.00 33,000.00 19.00 41,800.00 20.00 44,000.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) M3 955. 18.00 17,190.00 30.00 28,650.00 25.00 23,875.00 211.11 VIBRATION MONITORING SERVICES HR 276. 120.00 33,120.00 170.00 46,920.00 125.00 34,500.00 214. FINE GRADING U 1. 105,000.00 105,000.00 140,000.00 140,000.00 150,000.00 150,000.00 304.1 SAND (F) M3 12,000. 13.00 156,000.00 13.00 156,000.00 21.00 252,000.00 304.2 GRAVEL (F) M3 27,200. 13.00 353,600.00 14.00 380,800.00 23.00 625,600.00 304.25 GRAVEL FOR DRIVES M3 1,800. 30.00 54,000.00 16.00 28,800.00 28.00 50,400.00 304.299 TEMPORARY GRAVEL M3 5,600. 8.00 44,800.00 24.00 134,400.00 28.00 156,800.00 304.3 CRUSHED GRAVEL (F) M3 7,900. 28.00 221,200.00 20.00 158,000.00 26.00 205,400.00 304.32 CRUSHED GRAVEL FOR SHOULDER LEVELING T 60. 50.00 3,000.00 20.00 1,200.00 32.00 1,920.00 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) T 11,200. 87.00 974,400.00 83.00 929,600.00 84.00 940,800.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD T 420. 136.00 57,120.00 135.00 56,700.00 137.00 57,540.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 25 MM BASE COURSE (F) T 26.5 305.00 8,082.50 310.00 8,215.00 312.00 8,268.00 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD T 800. 93.00 74,400.00 90.00 72,000.00 92.00 73,600.00 403.99 TEMPORARY BITUMINOUS PAVEMENT T 1,300. 70.00 91,000.00 105.00 136,500.00 112.00 145,600.00 413.2 HOT POURED CRACK SEALANT (LOW MODULUS) KG 2,200. 3.00 6,600.00 5.00 11,000.00 6.00 13,200.00 417. COLD PLANING BITUMINOUS SURFACES M2 260. 22.00 5,720.00 20.00 5,200.00 22.00 5,720.00 502.101 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 58,000.00 58,000.00 35,000.00 35,000.00 48,000.00 48,000.00 502.102 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 57,000.00 57,000.00 37,000.00 37,000.00 50,000.00 50,000.00 502.103 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 51,000.00 51,000.00 30,000.00 30,000.00 44,000.00 44,000.00 503.101 WATER DIVERSION STRUCTURES U 1. 26,000.00 26,000.00 10,500.00 10,500.00 25,000.00 25,000.00 503.201 COFFERDAMS U 1. 50,000.00 50,000.00 95,000.00 95,000.00 127,000.00 127,000.00 503.202 COFFERDAMS U 1. 72,000.00 72,000.00 60,000.00 60,000.00 88,000.00 88,000.00 503.203 COFFERDAMS U 1. 42,000.00 42,000.00 35,000.00 35,000.00 46,500.00 46,500.00 504.1 COMMON BRIDGE EXCAVATION (F) M3 1,260. 15.00 18,900.00 20.00 25,200.00 24.00 30,240.00 504.2 ROCK BRIDGE EXCAVATION M3 150. 121.00 18,150.00 100.00 15,000.00 130.00 19,500.00 508. STRUCTURAL FILL M3 259. 30.00 7,770.00 50.00 12,950.00 38.00 9,842.00 520.0001 PRECAST CONCRETE BOX CULVERT (CONCRETE CLASS AAA) U 1. 109,000.00 109,000.00 81,000.00 81,000.00 164,000.00 164,000.00 520.0102 CONCRETE CLASS AA (QC/QA) (F) M3 45. 1,000.00 45,000.00 900.00 40,500.00 1,000.00 45,000.00 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) M3 106. 470.00 49,820.00 535.00 56,710.00 600.00 63,600.00 P2493C PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 520.1 CONCRETE CLASS A M3 49. 1,200.00 58,800.00 845.00 41,405.00 925.00 45,325.00 520.12 CONCRETE CLASS A ABOVE FOOTINGS (F) M3 265. 700.00 185,500.00 730.00 193,450.00 800.00 212,000.00 520.1201 CONCRETE CLASS A, ABOVE FOOTINGS M3 9. 1,300.00 11,700.00 750.00 6,750.00 800.00 7,200.00 520.211 CONCRETE CLASS B, FOOTINGS (ON ROCK) M3 250. 450.00 112,500.00 390.00 97,500.00 450.00 112,500.00 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) M3 100. 475.00 47,500.00 440.00 44,000.00 500.00 50,000.00 520.7102 CONCRETE BRIDGE DECK (QC/QA) (F) M3 73. 950.00 69,350.00 1,040.00 75,920.00 1,100.00 80,300.00 520.7302 CONCRETE BRIDGE DECK (QC/QA) (F) M3 32. 1,100.00 35,200.00 960.00 30,720.00 1,100.00 35,200.00 528.3154 PRESTRESSED CONCRETE BRIDGE DECK, BUTTED DECK BEAMS (F) M2 147. 775.00 113,925.00 805.00 118,335.00 875.00 128,625.00 534.3 WATER REPELLENT (SILANE- SILOXANE) L 232. 17.00 3,944.00 15.00 3,480.00 15.00 3,480.00 537. CONCRETE SEALER (F) M2 90. 8.00 720.00 7.00 630.00 7.00 630.00 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) M2 57. 35.00 1,995.00 47.00 2,679.00 52.00 2,964.00 538.6 BARRIER MEMBRANE, WELDED BY TORCH MACHINE METHOD (F) M2 451. 37.00 16,687.00 39.00 17,589.00 40.00 18,040.00 541.1 PVC WATERSTOPS, NH TYPE 1 (F) LM 11. 8.00 88.00 13.00 143.00 15.00 165.00 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LM 49. 25.00 1,225.00 30.00 1,470.00 35.00 1,715.00 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LM 37. 21.00 777.00 30.00 1,110.00 32.00 1,184.00 544. REINFORCING STEEL (F) KG 19,943. 2.25 44,871.75 1.80 35,897.40 2.00 39,886.00 544.1 REINFORCING STEEL (ROADWAY) KG 440. 2.90 1,276.00 3.00 1,320.00 3.50 1,540.00 544.2 REINFORCING STEEL, EPOXY COATED (F) KG 30,006. 2.50 75,015.00 2.10 63,012.60 2.50 75,015.00 547. SHEAR CONNECTORS (F) EA 1,755. 2.40 4,212.00 2.40 4,212.00 3.00 5,265.00 548.11 ELASTOMERIC BEARING PADS (F) EA 27. 220.00 5,940.00 225.00 6,075.00 250.00 6,750.00 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 5. 860.00 4,300.00 600.00 3,000.00 650.00 3,250.00 550.1 STRUCTURAL STEEL (F) KG 44,200. 2.60 114,920.00 2.65 117,130.00 3.25 143,650.00 550.2 BRIDGE SHOES (F) EA 5. 1,200.00 6,000.00 820.00 4,100.00 900.00 4,500.00 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LM 11. 235.00 2,585.00 325.00 3,575.00 400.00 4,400.00 559.41 MODIFIED ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LM 34. 188.00 6,392.00 285.00 9,690.00 350.00 11,900.00 559.5 SILICONE JOINT SEALANT (F LM 106. 18.00 1,908.00 18.00 1,908.00 22.00 2,332.00 563.23 BRIDGE RAIL T3 (F) LM 82. 475.00 38,950.00 439.00 35,998.00 450.00 36,900.00 563.3 BRIDGE RAIL T101 (F) LM 21. 400.00 8,400.00 309.00 6,489.00 350.00 7,350.00 P2493C PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 565.23 BRIDGE APPROACH RAIL T3 (F) LM 71.5 560.00 40,040.00 545.00 38,967.50 600.00 42,900.00 585.1 STONE FILL, CLASS A M3 1,100. 30.00 33,000.00 21.00 23,100.00 51.00 56,100.00 585.2 STONE FILL, CLASS B M3 3,100. 31.00 96,100.00 21.00 65,100.00 52.00 161,200.00 585.21 STONE FILL, CLASS B (BRIDGE) M3 127. 35.00 4,445.00 19.00 2,413.00 60.00 7,620.00 585.3 STONE FILL, CLASS C M3 725. 32.00 23,200.00 51.00 36,975.00 51.00 36,975.00 587.1 KEYED STONE FILL M3 565. 32.00 18,080.00 20.00 11,300.00 55.00 31,075.00 593.411 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN M2 7,400. 1.60 11,840.00 3.00 22,200.00 2.00 14,800.00 603.00204 375 MM R.C. PIPE, CLASS III LM 58. 195.00 11,310.00 215.00 12,470.00 140.00 8,120.00 603.00205 450 MM R.C. PIPE, CLASS III LM 265. 170.00 45,050.00 200.00 53,000.00 152.00 40,280.00 603.00206 600 MM R.C. PIPE, CLASS III LM 120. 200.00 24,000.00 210.00 25,200.00 190.00 22,800.00 603.00208 750 MM R.C. PIPE, CLASS III LM 16. 290.00 4,640.00 300.00 4,800.00 260.00 4,160.00 603.00209 900 MM R.C. PIPE, CLASS III LM 68. 325.00 22,100.00 350.00 23,800.00 284.00 19,312.00 603.34104 375 MM STEEL END SECTION EA 11. 190.00 2,090.00 300.00 3,300.00 275.00 3,025.00 603.34105 450 MM STEEL END SECTION EA 10. 225.00 2,250.00 400.00 4,000.00 289.00 2,890.00 603.34106 600 MM STEEL END SECTION EA 3. 285.00 855.00 450.00 1,350.00 400.00 1,200.00 603.34108 750 MM STEEL END SECTION EA 2. 391.00 782.00 550.00 1,100.00 640.00 1,280.00 603.49003 300 MM PIPE FOR SLOPE DRAIN. (CONTRACTORS OPTION) LM 10. 93.00 930.00 200.00 2,000.00 145.00 1,450.00 603.49005 450 MM PIPE FOR SLOPE DRAIN. (CONTRACTORS OPTION) LM 19. 140.00 2,660.00 130.00 2,470.00 220.00 4,180.00 603.59003 300 MM PIPE FOR DRIVES & MINOR APPR. (CONTRACTORS OPTION) LM 49. 79.00 3,871.00 100.00 4,900.00 96.00 4,704.00 603.59004 375 MM PIPE FOR DRIVES & MINOR APPR. (CONTRACTORS OPTION) LM 34. 100.00 3,400.00 100.00 3,400.00 102.00 3,468.00 603.6 RELAYING 0-600 MM DRAINAG PIPE LM 3. 75.00 225.00 110.00 330.00 110.00 330.00 603.83112 1200 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 77. 375.00 28,875.00 275.00 21,175.00 398.00 30,646.00 603.83203 300 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 12. 91.00 1,092.00 90.00 1,080.00 106.00 1,272.00 603.83204 375 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 70. 135.00 9,450.00 95.00 6,650.00 111.00 7,770.00 603.83205 450 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 285. 103.00 29,355.00 110.00 31,350.00 118.00 33,630.00 603.83206 600 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 375. 144.00 54,000.00 130.00 48,750.00 126.00 47,250.00 603.83208 750 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 6. 250.00 1,500.00 225.00 1,350.00 128.00 768.00 P2493C PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 603.83209 900 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 7. 400.00 2,800.00 330.00 2,310.00 158.00 1,106.00 604.0007 POLYETHYLENE LINER EA 13. 185.00 2,405.00 265.00 3,445.00 200.00 2,600.00 604.12 CATCH BASINS TYPE B U 16. 1,800.00 28,800.00 1,250.00 20,000.00 1,750.00 28,000.00 604.1215 CATCH BASINS TYPE B, 1.5 M DIA U 2. 2,500.00 5,000.00 1,400.00 2,800.00 2,400.00 4,800.00 604.13 CATCH BASINS TYPE C U 1. 2,200.00 2,200.00 1,350.00 1,350.00 1,800.00 1,800.00 604.15 CATCH BASINS TYPE E U 13. 2,200.00 28,600.00 1,600.00 20,800.00 2,100.00 27,300.00 604.1515 CATCH BASINS TYPE E, 1.5 M DIA U 2. 2,200.00 4,400.00 1,450.00 2,900.00 2,600.00 5,200.00 604.1518 CATCH BASINS TYPE E, 1.8 M DIA U 3. 3,300.00 9,900.00 3,200.00 9,600.00 3,200.00 9,600.00 604.15181 CATCH BASINS, TYPE E, 1.8M DIA. DOUBLE GRATE U 5. 3,600.00 18,000.00 3,600.00 18,000.00 3,800.00 19,000.00 604.1524 CATCH BASINS TYPE E, 2.4 M DIA U 2. 6,300.00 12,600.00 5,700.00 11,400.00 7,100.00 14,200.00 604.242 DROP INLETS TYPE D-B U 2. 1,500.00 3,000.00 1,100.00 2,200.00 1,600.00 3,200.00 604.32 DRAINAGE MANHOLES U 1. 1,900.00 1,900.00 1,500.00 1,500.00 1,950.00 1,950.00 605.515 150 MM PERF. CORR. POLYETHYL. PIPE. UND. LM 2,900. 50.00 145,000.00 65.00 188,500.00 72.00 208,800.00 605.525 250 MM PERF CORR. POLY. PIPE UND. LM 1,400. 62.00 86,800.00 68.00 95,200.00 93.00 130,200.00 605.79 UNDERDRAIN FLUSHING BASINS EA 24. 400.00 9,600.00 460.00 11,040.00 400.00 9,600.00 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LM 968. 63.00 60,984.00 62.00 60,016.00 63.00 60,984.00 606.141 BEAM GUARDRAIL (CURVED W/CRT POSTS) LM 21. 67.00 1,407.00 66.00 1,386.00 68.00 1,428.00 606.1454 BEAM GUARDRAIL (TERM. UNIT TYPE EAGRT (15.2M)) U 13. 2,100.00 27,300.00 2,100.00 27,300.00 2,200.00 28,600.00 606.1455 BEAM GURDRAIL (TERM. UNIT TYPE EAGRT (7.6M)) U 4. 2,000.00 8,000.00 1,950.00 7,800.00 2,200.00 8,800.00 606.1485 BEAM GUARDRAIL (BRIDGE APPROACH UNIT) U 4. 1,200.00 4,800.00 1,200.00 4,800.00 1,350.00 5,400.00 606.1496 BEAM GUARDRAIL TERMINAL UNIT E-2 LM 58. 83.00 4,814.00 82.00 4,756.00 84.00 4,872.00 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LM 640. 88.00 56,320.00 145.00 92,800.00 104.00 66,560.00 606.84 ANCHOR FOR CURVED GUARD- RAIL W/CRT POSTS U 2. 1,200.00 2,400.00 1,200.00 2,400.00 1,400.00 2,800.00 606.9523 TEMP. IMPACT ATTENUATION DEVICE (NON-REDIRECTIVE) TEST LEVEL 3 U 12. 500.00 6,000.00 3,200.00 38,400.00 2,500.00 30,000.00 609.01 STRAIGHT GRANITE CURB LM 155. 64.00 9,920.00 63.00 9,765.00 70.00 10,850.00 609.21 STRAIGHT GRANITE SLOPE CURB LM 10. 52.00 520.00 51.00 510.00 50.00 500.00 609.23 CURVED GRANITE SLOPE CURB LM 13. 170.00 2,210.00 164.00 2,132.00 150.00 1,950.00 615.02 TRAFFIC SIGN TYPE B (F) M2 2.16 670.00 1,447.20 650.00 1,404.00 750.00 1,620.00 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) M2 6.21 1,100.00 6,831.00 1,100.00 6,831.00 950.00 5,899.50 P2493C PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 615.03 TRAFFIC SIGN TYPE C (F) M2 32.67 410.00 13,394.70 395.00 12,904.65 400.00 13,068.00 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 1. 160.00 160.00 155.00 155.00 220.00 220.00 615.05 TRAFFIC SIGN TYPE BB (F) M2 1.08 600.00 648.00 585.00 631.80 325.00 351.00 615.06 TRAFFIC SIGN TYPE CC (F) M2 5.64 185.00 1,043.40 183.00 1,032.12 200.00 1,128.00 615.064 RELOCATING TRAFFIC SIGN TYPE CC U 1. 125.00 125.00 125.00 125.00 50.00 50.00 616.161 TRAFFIC SIGNALS (TEMP.) U 1. 17,000.00 17,000.00 16,000.00 16,000.00 20,000.00 20,000.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 250,000.00 250,000.00 250,000.00 250,000.00 250,000.00 250,000.00 618.7 FLAGGERS HR 15,000. 23.00 345,000.00 22.00 330,000.00 18.00 270,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 342,000.00 342,000.00 180,000.00 180,000.00 160,000.00 160,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 2. 4,000.00 8,000.00 13,000.00 26,000.00 30,000.00 60,000.00 621.21 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR (WHITE) EA 72. 5.00 360.00 5.00 360.00 7.00 504.00 621.31 SINGLE DELINEATOR WITH POST EA 140. 28.00 3,920.00 28.00 3,920.00 30.00 4,200.00 622.1 STEEL WITNESS MARKERS EA 90. 25.00 2,250.00 25.00 2,250.00 24.00 2,160.00 622.4 STONE BOUNDS EA 101. 305.00 30,805.00 300.00 30,300.00 300.00 30,300.00 628.2 SAWED BITUMINOUS PAVEMENT LM 503. 5.00 2,515.00 3.50 1,760.50 12.00 6,036.00 628.22 SAWED BITUMINOUS PAVEMENT (BRIDGE) LM 88. 16.00 1,408.00 10.50 924.00 14.00 1,232.00 632.0110 RETROREFLECTIVE PAINT PAVEMENT MARKING, 100 MM LINE LM 95,400. .10 9,540.00 .39 37,206.00 .60 57,240.00 632.9110 OBLITERATE PAVEMENT MARKING, 100 MM LINE LM 360. 1.70 612.00 1.65 594.00 2.00 720.00 641. LOAM M3 800. 26.00 20,800.00 29.00 23,200.00 24.00 19,200.00 645.12 TEMPORARY MULCH HA 12. 1,000.00 12,000.00 2,500.00 30,000.00 3,100.00 37,200.00 645.21 SLOPE STABILIZATION (2:1 OR FLATTER) M2 2,300. 2.00 4,600.00 1.75 4,025.00 2.25 5,175.00 645.23 CHANNEL STABILIZATION (LOW VELOCITY) M2 6,000. 1.00 6,000.00 2.00 12,000.00 3.00 18,000.00 645.3 EROSION STONE T 2,400. 16.00 38,400.00 33.00 79,200.00 60.00 144,000.00 645.51 HAY BALES FOR TEMPORARY EROSION CONTROL EA 3,200. 1.00 3,200.00 8.00 25,600.00 8.00 25,600.00 645.52 RYEGRASS FOR TEMPORARY EROSION CONTROL KG 500. 5.00 2,500.00 5.00 2,500.00 13.00 6,500.00 645.531 SILT FENCE LM 3,200. 5.00 16,000.00 8.00 25,600.00 8.00 25,600.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 12,000.00 12,000.00 15,000.00 15,000.00 5,000.00 5,000.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROL HR 400. 50.00 20,000.00 100.00 40,000.00 125.00 50,000.00 646.3 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS HA 14. 1,500.00 21,000.00 3,650.00 51,100.00 3,800.00 53,200.00 647.1 HUMUS M3 11,500. 5.00 57,500.00 16.00 184,000.00 20.00 230,000.00 670.0451 CONSTRUCT AND REMOVE DETOUR U 1. 28,000.00 28,000.00 10,000.00 10,000.00 20,000.00 20,000.00 P2493C PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 670.0452 CONSTRUCT AND REMOVE DETOUR U 1. 12,000.00 12,000.00 8,000.00 8,000.00 8,500.00 8,500.00 670.0453 CONSTRUCT AND REMOVE DETOUR U 1. 8,000.00 8,000.00 25,000.00 25,000.00 2,000.00 2,000.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 4. 200.00 800.00 200.00 800.00 250.00 1,000.00 670.101 TEMPORARY LIGHTING U 1. 900.00 900.00 850.00 850.00 1,600.00 1,600.00 670.95 TEMPORARY SAFETY FENCE LM 200. 13.00 2,600.00 10.00 2,000.00 10.00 2,000.00 692. MOBILIZATION U 1. 700,000.00 700,000.00 920,000.00 920,000.00 879,015.50 879,015.50 693. ON-THE-JOB TRAINING OF UNSKILLED WORKERS $ 1. 1,200.00 1,200.00 1,200.00 1,200.00 1,200.00 1,200.00 698.12 FIELD OFFICE TYPE B MON 35. 940.00 32,900.00 1,300.00 45,500.00 1,800.00 63,000.00 698.2 PHYSICAL TESTING LABORATORY MON 32. 500.00 16,000.00 900.00 28,800.00 1,200.00 38,400.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 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. 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR ASPHALT $ 1. 37,000.00 37,000.00 37,000.00 37,000.00 37,000.00 37,000.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 7,000.00 7,000.00 7,000.00 7,000.00 7,000.00 7,000.00 1010.42 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 1010.43 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 1,500.00 $8,199,225.05 $9,354,412.07 $10,844,000.00 THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: COLEBROOK BRS-RS-X-0201(007), P2493C COUNTIES AND CODES: COOS 007 DATE BIDS OPEN: SEPTEMBER 28, 2006 SCOPE OF WORK: ROADWAY AND BRIDGE REHABILITATION LOCATION: NH ROUTE 26 AND DIAMOND POND ROAD COMPLETION DATE: JULY 31, 2009 A WINTERSET INC. PO BOX 968, LYNDONVILLE, VT 05851 $ 8,199,225.05 B J. A. MCDONALD, INC. PO BOX 132, LYNDON CENTER, VT 05850 $ 9,354,412.07 C SARGENT CORPORATION 378 BENNOCH RD., STILLWATER, ME 04489 $10,844,000.00 D MORRILL CONSTRUCTION, INC. 190 HORSE MEADOW RD., BOX 400, N. HAVERHILL, NH 03774 $10,908,908.21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.02 GRUBBING (F) HA 2.5 19,768.36 49,420.90 201.1 CLEARING AND GRUBBING (F) HA 1. 34,594.64 34,594.64 201.21 REMOVING SMALL TREES EA 34. 200.00 6,800.00 201.22 REMOVING LARGE TREES EA 22. 1,300.00 28,600.00 201.4 REMOVING STUMPS EA 75. 150.00 11,250.00 202.41 REMOVAL OF EXISTING PIPE 0-600 MM DIA. LM 145. 49.21 7,135.45 202.42 REMOVAL OF EXISTING PIPE OVER 600 MM DIA. LM 41. 65.62 2,690.42 202.7 REMOVAL OF GUARDRAIL (F) LM 312.5 5.25 1,640.63 203.1 COMMON EXCAVATION M3 82,000. 11.77 965,140.00 203.2 ROCK EXCAVATION M3 14,000. 41.85 585,900.00 203.3 UNCLASSIFIED EXCAVATION M3 100. 48.39 4,839.00 203.5554 GUARDRAIL 15.2M EAGRT PLATFORM U 13. 2,100.00 27,300.00 203.5555 GUARDRAIL 7.6M EAGRT PLATFORM U 4. 1,500.00 6,000.00 203.5596 E-2 PLATFORM LM 58. 72.18 4,186.44 203.6 EMBANKMENT-IN-PLACE (F) M3 52,000. 6.54 340,080.00 206.1 COMMON STRUCTURE EXCAVATION M3 2,250. 20.93 47,092.50 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY M3 10. 45.78 457.80 206.2 ROCK STRUCTURE EXCAVATION M3 2,250. 124.26 279,585.00 206.39 UNCLASSIFIED STRUCTURE EXCAVATION-EXPLORATORY M3 70. 39.24 2,746.80 207.3 UNCLASSIFIED CHANNEL EXCAVATION M3 910. 19.62 17,854.20 P2493C PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 209.1 GRANULAR BACKFILL M3 2,200. 33.68 74,096.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) M3 955. 33.09 31,600.95 211.11 VIBRATION MONITORING SERVICES HR 276. 137.50 37,950.00 214. FINE GRADING U 1. 250,000.00 250,000.00 304.1 SAND (F) M3 12,000. 20.93 251,160.00 304.2 GRAVEL (F) M3 27,200. 24.85 675,920.00 304.25 GRAVEL FOR DRIVES M3 1,800. 36.62 65,916.00 304.299 TEMPORARY GRAVEL M3 5,600. 41.20 230,720.00 304.3 CRUSHED GRAVEL (F) M3 7,900. 30.08 237,632.00 304.32 CRUSHED GRAVEL FOR SHOULDER LEVELING T 60. 71.65 4,299.00 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) T 11,200. 83.00 929,600.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD T 420. 135.00 56,700.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 25 MM BASE COURSE (F) T 26.5 310.00 8,215.00 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD T 800. 90.00 72,000.00 403.99 TEMPORARY BITUMINOUS PAVEMENT T 1,300. 105.00 136,500.00 413.2 HOT POURED CRACK SEALANT (LOW MODULUS) KG 2,200. 3.30 7,260.00 417. COLD PLANING BITUMINOUS SURFACES M2 260. 22.13 5,753.80 502.101 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 41,350.00 41,350.00 502.102 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 41,350.00 41,350.00 502.103 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 36,200.00 36,200.00 503.101 WATER DIVERSION STRUCTURES U 1. 9,000.00 9,000.00 503.201 COFFERDAMS U 1. 118,900.00 118,900.00 503.202 COFFERDAMS U 1. 72,350.00 72,350.00 503.203 COFFERDAMS U 1. 41,350.00 41,350.00 504.1 COMMON BRIDGE EXCAVATION (F) M3 1,260. 18.60 23,436.00 504.2 ROCK BRIDGE EXCAVATION M3 150. 103.33 15,499.50 508. STRUCTURAL FILL M3 259. 68.01 17,614.59 520.0001 PRECAST CONCRETE BOX CULVERT (CONCRETE CLASS AAA) U 1. 88,510.00 88,510.00 520.0102 CONCRETE CLASS AA (QC/QA) (F) M3 45. 980.96 44,143.20 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) M3 106. 579.42 61,418.52 P2493C PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 520.1 CONCRETE CLASS A M3 49. 928.64 45,503.36 520.12 CONCRETE CLASS A ABOVE FOOTINGS (F) M3 265. 784.77 207,964.05 520.1201 CONCRETE CLASS A, ABOVE FOOTINGS M3 9. 784.77 7,062.93 520.211 CONCRETE CLASS B, FOOTINGS (ON ROCK) M3 250. 425.08 106,270.00 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) M3 100. 464.32 46,432.00 520.7102 CONCRETE BRIDGE DECK (QC/QA) (F) M3 73. 1,075.14 78,485.22 520.7302 CONCRETE BRIDGE DECK (QC/QA) (F) M3 32. 994.04 31,809.28 528.3154 PRESTRESSED CONCRETE BRIDGE DECK, BUTTED DECK BEAMS (F) M2 147. 865.90 127,287.30 534.3 WATER REPELLENT (SILANE- SILOXANE) L 232. 14.53 3,370.96 537. CONCRETE SEALER (F) M2 90. 7.18 646.20 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) M2 57. 49.16 2,802.12 538.6 BARRIER MEMBRANE, WELDED BY TORCH MACHINE METHOD (F) M2 451. 40.30 18,175.30 541.1 PVC WATERSTOPS, NH TYPE 1 (F) LM 11. 13.45 147.95 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LM 49. 35.10 1,719.90 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LM 37. 31.00 1,147.00 544. REINFORCING STEEL (F) KG 19,943. 1.96 39,088.28 544.1 REINFORCING STEEL (ROADWAY) KG 440. 3.10 1,364.00 544.2 REINFORCING STEEL, EPOXY COATED (F) KG 30,006. 2.33 69,913.98 547. SHEAR CONNECTORS (F) EA 1,755. 2.48 4,352.40 548.11 ELASTOMERIC BEARING PADS (F) EA 27. 232.54 6,278.58 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 5. 620.10 3,100.50 550.1 STRUCTURAL STEEL (F) KG 44,200. 2.82 124,644.00 550.2 BRIDGE SHOES (F) EA 5. 826.85 4,134.25 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LM 11. 255.25 2,807.75 559.41 MODIFIED ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LM 34. 204.66 6,958.44 559.5 SILICONE JOINT SEALANT (F LM 106. 18.70 1,982.20 563.23 BRIDGE RAIL T3 (F) LM 82. 460.96 37,798.72 563.3 BRIDGE RAIL T101 (F) LM 21. 324.48 6,814.08 P2493C PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 565.23 BRIDGE APPROACH RAIL T3 (F) LM 71.5 572.34 40,922.31 585.1 STONE FILL, CLASS A M3 1,100. 22.24 24,464.00 585.2 STONE FILL, CLASS B M3 3,100. 23.54 72,974.00 585.21 STONE FILL, CLASS B (BRIDGE) M3 127. 18.64 2,367.28 585.3 STONE FILL, CLASS C M3 725. 35.31 25,599.75 587.1 KEYED STONE FILL M3 565. 18.64 10,531.60 593.411 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN M2 7,400. 2.99 22,126.00 603.00204 375 MM R.C. PIPE, CLASS III LM 58. 246.06 14,271.48 603.00205 450 MM R.C. PIPE, CLASS III LM 265. 262.47 69,554.55 603.00206 600 MM R.C. PIPE, CLASS III LM 120. 288.71 34,645.20 603.00208 750 MM R.C. PIPE, CLASS III LM 16. 410.10 6,561.60 603.00209 900 MM R.C. PIPE, CLASS III LM 68. 410.10 27,886.80 603.34104 375 MM STEEL END SECTION EA 11. 355.00 3,905.00 603.34105 450 MM STEEL END SECTION EA 10. 370.00 3,700.00 603.34106 600 MM STEEL END SECTION EA 3. 425.00 1,275.00 603.34108 750 MM STEEL END SECTION EA 2. 640.00 1,280.00 603.49003 300 MM PIPE FOR SLOPE DRAIN. (CONTRACTORS OPTION) LM 10. 246.06 2,460.60 603.49005 450 MM PIPE FOR SLOPE DRAIN. (CONTRACTORS OPTION) LM 19. 249.34 4,737.46 603.59003 300 MM PIPE FOR DRIVES & MINOR APPR. (CONTRACTORS OPTION) LM 49. 183.73 9,002.77 603.59004 375 MM PIPE FOR DRIVES & MINOR APPR. (CONTRACTORS OPTION) LM 34. 196.85 6,692.90 603.6 RELAYING 0-600 MM DRAINAG PIPE LM 3. 393.70 1,181.10 603.83112 1200 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 77. 344.49 26,525.73 603.83203 300 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 12. 223.10 2,677.20 603.83204 375 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 70. 183.73 12,861.10 603.83205 450 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 285. 193.57 55,167.45 603.83206 600 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 375. 190.29 71,358.75 603.83208 750 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 6. 360.89 2,165.34 P2493C PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 603.83209 900 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 7. 393.70 2,755.90 604.0007 POLYETHYLENE LINER EA 13. 140.00 1,820.00 604.12 CATCH BASINS TYPE B U 16. 2,100.00 33,600.00 604.1215 CATCH BASINS TYPE B, 1.5 M DIA U 2. 3,200.00 6,400.00 604.13 CATCH BASINS TYPE C U 1. 2,500.00 2,500.00 604.15 CATCH BASINS TYPE E U 13. 2,400.00 31,200.00 604.1515 CATCH BASINS TYPE E, 1.5 M DIA U 2. 3,200.00 6,400.00 604.1518 CATCH BASINS TYPE E, 1.8 M DIA U 3. 4,000.00 12,000.00 604.15181 CATCH BASINS, TYPE E, 1.8M DIA. DOUBLE GRATE U 5. 4,200.00 21,000.00 604.1524 CATCH BASINS TYPE E, 2.4 M DIA U 2. 13,000.00 26,000.00 604.242 DROP INLETS TYPE D-B U 2. 1,975.00 3,950.00 604.32 DRAINAGE MANHOLES U 1. 2,275.00 2,275.00 605.515 150 MM PERF. CORR. POLYETHYL. PIPE. UND. LM 2,900. 127.13 368,677.00 605.525 250 MM PERF CORR. POLY. PIPE UND. LM 1,400. 157.48 220,472.00 605.79 UNDERDRAIN FLUSHING BASINS EA 24. 630.00 15,120.00 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LM 968. 65.09 63,007.12 606.141 BEAM GUARDRAIL (CURVED W/CRT POSTS) LM 21. 69.29 1,455.09 606.1454 BEAM GUARDRAIL (TERM. UNIT TYPE EAGRT (15.2M)) U 13. 2,205.00 28,665.00 606.1455 BEAM GURDRAIL (TERM. UNIT TYPE EAGRT (7.6M)) U 4. 2,047.50 8,190.00 606.1485 BEAM GUARDRAIL (BRIDGE APPROACH UNIT) U 4. 1,260.00 5,040.00 606.1496 BEAM GUARDRAIL TERMINAL UNIT E-2 LM 58. 86.09 4,993.22 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LM 640. 75.46 48,294.40 606.84 ANCHOR FOR CURVED GUARD- RAIL W/CRT POSTS U 2. 1,260.00 2,520.00 606.9523 TEMP. IMPACT ATTENUATION DEVICE (NON-REDIRECTIVE) TEST LEVEL 3 U 12. 1,800.00 21,600.00 609.01 STRAIGHT GRANITE CURB LM 155. 72.18 11,187.90 609.21 STRAIGHT GRANITE SLOPE CURB LM 10. 147.64 1,476.40 609.23 CURVED GRANITE SLOPE CURB LM 13. 147.64 1,919.32 615.02 TRAFFIC SIGN TYPE B (F) M2 2.16 851.55 1,839.35 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) M2 6.21 1,245.03 7,731.64 P2493C PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 615.03 TRAFFIC SIGN TYPE C (F) M2 32.67 677.25 22,125.76 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 1. 210.00 210.00 615.05 TRAFFIC SIGN TYPE BB (F) M2 1.08 415.01 448.21 615.06 TRAFFIC SIGN TYPE CC (F) M2 5.64 225.80 1,273.51 615.064 RELOCATING TRAFFIC SIGN TYPE CC U 1. 26.25 26.25 616.161 TRAFFIC SIGNALS (TEMP.) U 1. 16,800.00 16,800.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 250,000.00 250,000.00 618.7 FLAGGERS HR 15,000. 25.00 375,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 225,000.00 225,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 2. 10,000.00 20,000.00 621.21 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR (WHITE) EA 72. 5.25 378.00 621.31 SINGLE DELINEATOR WITH POST EA 140. 29.40 4,116.00 622.1 STEEL WITNESS MARKERS EA 90. 26.25 2,362.50 622.4 STONE BOUNDS EA 101. 315.00 31,815.00 628.2 SAWED BITUMINOUS PAVEMENT LM 503. 8.20 4,124.60 628.22 SAWED BITUMINOUS PAVEMENT (BRIDGE) LM 88. 19.69 1,732.72 632.0110 RETROREFLECTIVE PAINT PAVEMENT MARKING, 100 MM LINE LM 95,400. .39 37,206.00 632.9110 OBLITERATE PAVEMENT MARKING, 100 MM LINE LM 360. 1.77 637.20 641. LOAM M3 800. 41.85 33,480.00 645.12 TEMPORARY MULCH HA 12. 988.42 11,861.04 645.21 SLOPE STABILIZATION (2:1 OR FLATTER) M2 2,300. 4.78 10,994.00 645.23 CHANNEL STABILIZATION (LOW VELOCITY) M2 6,000. 3.59 21,540.00 645.3 EROSION STONE T 2,400. 33.07 79,368.00 645.51 HAY BALES FOR TEMPORARY EROSION CONTROL EA 3,200. 8.00 25,600.00 645.52 RYEGRASS FOR TEMPORARY EROSION CONTROL KG 500. 6.61 3,305.00 645.531 SILT FENCE LM 3,200. 11.48 36,736.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 10,200.00 10,200.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROL HR 400. 105.00 42,000.00 646.3 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS HA 14. 4,571.43 64,000.02 647.1 HUMUS M3 11,500. 20.93 240,695.00 670.0451 CONSTRUCT AND REMOVE DETOUR U 1. 14,000.00 14,000.00 P2493C PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 670.0452 CONSTRUCT AND REMOVE DETOUR U 1. 20,000.00 20,000.00 670.0453 CONSTRUCT AND REMOVE DETOUR U 1. 5,000.00 5,000.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 4. 210.00 840.00 670.101 TEMPORARY LIGHTING U 1. 900.00 900.00 670.95 TEMPORARY SAFETY FENCE LM 200. 16.40 3,280.00 692. MOBILIZATION U 1. 450,000.00 450,000.00 693. ON-THE-JOB TRAINING OF UNSKILLED WORKERS $ 1. 1,200.00 1,200.00 698.12 FIELD OFFICE TYPE B MON 35. 1,150.00 40,250.00 698.2 PHYSICAL TESTING LABORATORY MON 32. 800.00 25,600.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 20,000.00 20,000.00 1010.15 FUEL ADJUSTMENT $ 1. 70,000.00 70,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 20,000.00 20,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR ASPHALT $ 1. 37,000.00 37,000.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 7,000.00 7,000.00 1010.42 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 2,500.00 2,500.00 1010.43 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 1,500.00 1,500.00 $10,908,908.21