THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: ROCHESTER 10620L COUNTIES AND CODES: STRAFFORD 017 DATE BIDS OPEN: APRIL 8, 2010 SCOPE OF WORK: ROAD AND BRIDGE REHABILITATION LOCATION: SPAULDING TURNPIKE (NH ROUTE 16) COMPLETION DATE: JUNE 28, 2013 A ALVIN J COLEMAN & SON INC. 9NH ROUTE 113, CONWAY, NH 03818 $16,595,672.18 B SUR CONSTRUCTION, INC. 233 CHESTNUT HILL ROAD, ROCHESTER, NH 03867 $17,030,898.00 C R.S. AUDLEY, INC. 609 RT 3A, BOW, NH 03304 $17,571,119.75 D SEVERINO TRUCKING CO., INC. PO BOX 202, CANDIA, NH 03034 $18,142,852.02 E PIKE INDUSTRIES, INC. 3 EASTGATE PARK RD., BELMONT, NH 03220 $19,561,015.51 F WEAVER BROS. CONSTRUCTION CO. INC. PO BOX 1326, CONCORD, NH 03302 $20,890,293.10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) A 12. 4,170.00 50,040.00 8,000.00 96,000.00 3,500.00 42,000.00 201.21 REMOVING SMALL TREES EA 30. 206.00 6,180.00 75.00 2,250.00 300.00 9,000.00 201.22 REMOVING LARGE TREES EA 1. 515.00 515.00 700.00 700.00 1,000.00 1,000.00 201.6 CLEARING FOR FENCE LINES (F) A 1. 1,545.00 1,545.00 265.00 265.00 3,000.00 3,000.00 201.8811 INVASIVE SPECIES CONTROL, TYPE I A 2.5 1,545.00 3,862.50 700.00 1,750.00 2,500.00 6,250.00 201.8821 INVASIVE SPECIES CONTROL, TYPE II A 1. 1,545.00 1,545.00 300.00 300.00 2,500.00 2,500.00 202.31 FILL ABANDONED PIPE CY 290.2 50.00 14,510.00 170.00 49,334.00 180.00 52,236.00 202.32 FILL ABANDONED STRUCTURE CY 213. 50.00 10,650.00 125.00 26,625.00 150.00 31,950.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 435. 8.35 3,632.25 10.50 4,567.50 8.00 3,480.00 202.42 REMOVAL OF EXISTING PIPE OVER 24" DIAMETER LF 115. 9.40 1,081.00 12.50 1,437.50 12.00 1,380.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 3. 148.00 444.00 255.00 765.00 250.00 750.00 202.501 REMOVAL OF SPECIAL CATCH BASINS, DROP INLETS, AND MANHOLES EA 3. 148.00 444.00 255.00 765.00 250.00 750.00 202.7 REMOVAL OF GUARDRAIL (F) LF 5,050. 1.15 5,807.50 1.50 7,575.00 1.15 5,807.50 202.851 REMOVAL OF FLASHING BEACON U 1. 515.00 515.00 200.00 200.00 250.00 250.00 10620L PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 202.852 REMOVAL OF TRAFFIC SIGNAL U 1. 2,680.00 2,680.00 3,000.00 3,000.00 2,500.00 2,500.00 203.1 COMMON EXCAVATION CY 138,400. 5.10 705,840.00 4.10 567,440.00 5.00 692,000.00 203.17 PREPARE SURFACE FOR PAVING SY 1,370. .75 1,027.50 1.00 1,370.00 6.00 8,220.00 203.199 TEMPORARY COMMON EXCAVATION CY 2,650. 7.95 21,067.50 6.00 15,900.00 19.80 52,470.00 203.2 ROCK EXCAVATION CY 38,650. 5.10 197,115.00 4.10 158,465.00 15.00 579,750.00 203.35 HANDLING EXCAVATED, CONTAMINATED SOILS (DEPARTMENT DISPOSAL) CY 1,050. 5.00 5,250.00 20.00 21,000.00 12.76 13,398.00 203.353 HANDLING EXCAVATED SOLID WASTE AND CONTAMINATED SOIL CY 79. 173.00 13,667.00 31.00 2,449.00 10.50 829.50 203.4 MUCK EXCAVATION CY 805. 5.00 4,025.00 21.00 16,905.00 7.40 5,957.00 203.52 IMPERVIOUS MATERIAL (F) CY 1,950. 18.05 35,197.50 13.00 25,350.00 11.45 22,327.50 203.5554 GUARDRAIL 50' EAGRT PLATFORM U 1. 775.00 775.00 550.00 550.00 1,100.00 1,100.00 203.6 EMBANKMENT-IN-PLACE (F) CY 247,300. 4.00 989,200.00 5.20 1,285,960.00 5.00 1,236,500.00 203.699 TEMPORARY EMBANKMENT-IN- PLACE CY 450. 8.00 3,600.00 8.00 3,600.00 5.00 2,250.00 203.81 PRESPLITTING HOLES LF 22,400. .26 5,824.00 .50 11,200.00 .15 3,360.00 206.1 COMMON STRUCTURE EXCAVATION CY 1,010. 7.50 7,575.00 7.00 7,070.00 8.00 8,080.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 425. 10.00 4,250.00 25.00 10,625.00 30.00 12,750.00 206.2 ROCK STRUCTURE EXCAVATION CY 3,150. 15.45 48,667.50 40.00 126,000.00 18.00 56,700.00 209.1 GRANULAR BACKFILL CY 4,650. 2.00 9,300.00 10.00 46,500.00 16.00 74,400.00 209.2 GRANULAR BACKFILL (BRIDGE) CY 3,850. 5.00 19,250.00 24.00 92,400.00 28.00 107,800.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 4,500. 29.15 131,175.00 12.00 54,000.00 24.00 108,000.00 214. FINE GRADING U 1. 88,250.00 88,250.00 150,000.00 150,000.00 135,000.00 135,000.00 304.1 SAND (F) CY 39,050. 10.65 415,882.50 4.50 175,725.00 10.50 410,025.00 304.102 ADDITIONAL SAND (F) CY 325. 10.65 3,461.25 4.50 1,462.50 10.50 3,412.50 304.2 GRAVEL (F) CY 41,300. 13.15 543,095.00 8.00 330,400.00 10.50 433,650.00 304.201 GRAVEL CY 805. 13.15 10,585.75 18.00 14,490.00 10.50 8,452.50 304.3 CRUSHED GRAVEL (F) CY 285. 17.45 4,973.25 36.00 10,260.00 13.00 3,705.00 304.31 CRUSHED GRAVEL FOR SHIMMING CY 395. 18.30 7,228.50 19.00 7,505.00 15.00 5,925.00 304.35 CRUSHED GRAVEL FOR DRIVES CY 2,300. 17.45 40,135.00 19.00 43,700.00 15.00 34,500.00 304.4 CRUSHED STONE (FINE GRADATION) (F) CY 21,700. 16.90 366,730.00 15.30 332,010.00 15.00 325,500.00 304.499 TEMPORARY CRUSHED STONE (FINE GRADATION) CY 2,550. 18.00 45,900.00 20.00 51,000.00 15.00 38,250.00 304.5 CRUSHED STONE (COARSE GRADATION) (F) CY 18,150. 14.10 255,915.00 15.30 277,695.00 15.00 272,250.00 315.5 CRUSHED STONE (ENERGY-ABSORBING MATERIAL) CY 335. 24.90 8,341.50 24.50 8,207.50 39.00 13,065.00 403.11001 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 1) TON 17,350. 62.00 1,075,700.00 63.75 1,106,062.50 58.00 1,006,300.00 10620L PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) TON 21,300. 62.00 1,320,600.00 63.75 1,357,875.00 58.00 1,235,400.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 1,700. 112.00 190,400.00 105.00 178,500.00 110.00 187,000.00 403.4 MATERIALS TRANSFER VEHICLE (MTV) TON 29,250. 1.65 48,262.50 1.00 29,250.00 1.90 55,575.00 403.6 PAVEMENT JOINT ADHESIVE LF 70,650. .26 18,369.00 .24 16,956.00 .23 16,249.50 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 1" BASE COURSE (F) TON 94. 153.00 14,382.00 150.00 14,100.00 120.00 11,280.00 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD TON 300. 70.55 21,165.00 63.75 19,125.00 65.00 19,500.00 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 885. 65.40 57,879.00 63.75 56,418.75 75.00 66,375.00 417. COLD PLANING BITUMINOUS SURFACES SY 19,700. 3.10 61,070.00 1.25 24,625.00 2.25 44,325.00 502. REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 50,000.00 50,000.00 52,000.00 52,000.00 180,000.00 180,000.00 503.1 WATER DIVERSION STRUCTURES U 1. 10,000.00 10,000.00 5,000.00 5,000.00 20.00 20.00 503.201 COFFERDAMS U 1. 124,000.00 124,000.00 102,000.00 102,000.00 232,000.00 232,000.00 503.301 COFFERDAMS WITH SHEETING LEFT-IN-PLACE U 2. 23,150.00 46,300.00 100.00 200.00 100.00 200.00 504.1 COMMON BRIDGE EXCAVATION (F) CY 5,530. 9.00 49,770.00 9.50 52,535.00 12.00 66,360.00 504.2 ROCK BRIDGE EXCAVATION CY 1,500. 41.20 61,800.00 21.00 31,500.00 60.00 90,000.00 508. STRUCTURAL FILL CY 751. 25.00 18,775.00 27.00 20,277.00 25.00 18,775.00 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) CY 350. 154.00 53,900.00 275.00 96,250.00 325.00 113,750.00 520.1 CONCRETE CLASS A CY 5.2 154.00 800.80 400.00 2,080.00 750.00 3,900.00 520.12 CONCRETE CLASS A, ABOVE FOOTINGS (F) CY 1,360. 382.00 519,520.00 465.00 632,400.00 535.00 727,600.00 520.2 CONCRETE CLASS B CY 150. 206.00 30,900.00 300.00 45,000.00 250.00 37,500.00 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) CY 830. 292.00 242,360.00 229.00 190,070.00 280.00 232,400.00 520.421 CONCRETE CLASS F, FLOWABLE FILL, EXCAVATABLE CY 23.9 77.25 1,846.28 195.00 4,660.50 200.00 4,780.00 520.70026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 540. 747.00 403,380.00 750.00 405,000.00 930.00 502,200.00 534.3 WATER REPELLENT (SILANE/ SILOXANE) GAL 200. 77.25 15,450.00 55.00 11,000.00 60.00 12,000.00 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) SY 175. 41.20 7,210.00 40.00 7,000.00 40.00 7,000.00 538.6 BARRIER MEMBRANE, WELDED BY TORCH, MACHINE METHOD (F) SY 1,600. 18.50 29,600.00 19.45 31,120.00 22.00 35,200.00 541.2 PVC WATERSTOPS, NH TYPE 2 (F) LF 195. 10.30 2,008.50 5.00 975.00 5.00 975.00 10620L PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 541.3 PVC WATERSTOPS, NH TYPE 3 (F) LF 50. 10.30 515.00 5.00 250.00 6.00 300.00 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LF 170. 10.30 1,751.00 7.00 1,190.00 8.00 1,360.00 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LF 354. 10.30 3,646.20 8.00 2,832.00 7.00 2,478.00 544. REINFORCING STEEL (F) LB 152,535. .84 128,129.40 1.00 152,535.00 1.30 198,295.50 544.1 REINFORCING STEEL (ROADWAY) LB 12,650. .88 11,132.00 1.25 15,812.50 1.25 15,812.50 544.2 REINFORCING STEEL, EPOXY COATED (F) LB 204,600. .92 188,232.00 1.13 231,198.00 1.20 245,520.00 544.21 REINFORCING STEEL, EPOXY COATED,MECHANICAL CONNECTORS (F) LB 9,043. 1.55 14,016.65 3.07 27,762.01 1.50 13,564.50 547. SHEAR CONNECTORS (F) EA 3,315. 4.00 13,260.00 4.88 16,177.20 5.00 16,575.00 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 26. 1,920.00 49,920.00 1,334.00 34,684.00 1,250.00 32,500.00 550.101 STRUCTURAL STEEL (F) LB 374,000. 1.90 710,600.00 1.63 609,620.00 1.80 673,200.00 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LF 346. 92.70 32,074.20 102.00 35,292.00 97.00 33,562.00 563.223 BRIDGE RAIL T2 WITH SNOW SCREENING (F) LF 238. 147.00 34,986.00 143.00 34,034.00 135.00 32,130.00 565.222 BRIDGE APPROACH RAIL T2 (STEEL POSTS) (F) LF 120. 150.00 18,000.00 145.50 17,460.00 135.00 16,200.00 570.4 MORTAR RUBBLE MASONRY (F) CY 130. 412.00 53,560.00 400.00 52,000.00 400.00 52,000.00 582.1 SLOPE PAVING WITH CONCRETE (F) SY 600. 41.20 24,720.00 38.00 22,800.00 45.00 27,000.00 585.2 STONE FILL, CLASS B CY 690. 19.35 13,351.50 40.00 27,600.00 22.00 15,180.00 585.3 STONE FILL, CLASS C CY 370. 19.15 7,085.50 35.00 12,950.00 27.00 9,990.00 585.5 STONE FILL, CLASS E CY 280. 40.25 11,270.00 33.00 9,240.00 50.00 14,000.00 585.7 STONE FILL, CLASS G CY 47. 45.90 2,157.30 33.00 1,551.00 68.00 3,196.00 592.1 MECHANICALLY STABILIZED EARTH RETAINING WALL SF 7,300. 34.60 252,580.00 27.00 197,100.00 33.00 240,900.00 593.411 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN SY 690. 8.00 5,520.00 .85 586.50 3.50 2,415.00 593.431 GEOTEXTILE; PERM. CONTROL CL. 3, NON-WOVEN SY 820. 6.00 4,920.00 .70 574.00 3.50 2,870.00 603.00212 12" R.C. PIPE, 2000D LF 54. 27.00 1,458.00 27.25 1,471.50 29.00 1,566.00 603.00215 15" R.C. PIPE, 2000D LF 6,500. 29.25 190,125.00 29.00 188,500.00 33.00 214,500.00 603.00218 18" R.C. PIPE, 2000D LF 2,250. 33.40 75,150.00 30.50 68,625.00 37.00 83,250.00 603.00224 24" R.C. PIPE, 2000D LF 2,650. 38.95 103,217.50 36.00 95,400.00 44.00 116,600.00 603.00230 30" R.C. PIPE, 2000D LF 1,300. 54.25 70,525.00 46.00 59,800.00 54.00 70,200.00 603.00236 36" R.C. PIPE, 2000D LF 720. 65.20 46,944.00 65.50 47,160.00 67.00 48,240.00 603.00242 42" R.C. PIPE, 2000D LF 545. 78.90 43,000.50 100.00 54,500.00 85.00 46,325.00 603.04319 19" X 30" REINFORCED CONCRETE HORIZONTAL ELLIPTICAL PIPE, 3000D LF 120. 142.00 17,040.00 160.00 19,200.00 100.00 12,000.00 603.30115 15" R.C. END SECTIONS EA 1. 526.00 526.00 500.00 500.00 500.00 500.00 603.30118 18" R.C. END SECTIONS EA 3. 551.00 1,653.00 540.00 1,620.00 560.00 1,680.00 603.36112 12" ALUMINIZED STEEL END SECTION EA 3. 247.00 741.00 225.00 675.00 220.00 660.00 10620L PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 603.36115 15" ALUMINIZED STEEL END EA 7. 276.00 1,932.00 240.00 1,680.00 235.00 1,645.00 603.36118 18" ALUMINIZED STEEL END SECTION EA 1. 327.00 327.00 350.00 350.00 315.00 315.00 603.36124 24" ALUMINIZED STEEL END SECTION EA 2. 420.00 840.00 440.00 880.00 400.00 800.00 603.36130 30" ALUMINZED STEEL END SECTION EA 3. 711.00 2,133.00 680.00 2,040.00 630.00 1,890.00 603.36136 36" ALUMINIZED STEEL END SECTION EA 1. 898.00 898.00 600.00 600.00 685.00 685.00 603.44012 12" CORR. POLYETHYLENE PIPE FOR SLOPE DRAINAGE LF 28. 28.05 785.40 22.00 616.00 32.00 896.00 603.44015 15" CORRUGATED POLYETHLENE PIPE FOR SLOPE DRAIN LF 54. 29.70 1,603.80 20.50 1,107.00 33.00 1,782.00 603.83212 12" PLASTIC PIPE (SMOOTH INTERIOR) LF 19. 32.15 610.85 17.00 323.00 27.00 513.00 603.83215 15" PLASTIC PIPE (SMOOTH INTERIOR) LF 785. 22.20 17,427.00 21.25 16,681.25 29.00 22,765.00 603.83218 18" PLASTIC PIPE (SMOOTH INTERIOR) LF 77. 28.90 2,225.30 24.50 1,886.50 36.00 2,772.00 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 265. 32.70 8,665.50 35.25 9,341.25 42.00 11,130.00 603.83230 30" PLASTIC PIPE (SMOOTH INTERIOR) LF 255. 42.45 10,824.75 46.00 11,730.00 51.00 13,005.00 603.83236 36" PLASTIC PIPE (SMOOTH INTERIOR) LF 88. 50.70 4,461.60 55.00 4,840.00 59.00 5,192.00 604.0007 POLYETHYLENE LINER EA 162. 141.00 22,842.00 100.00 16,200.00 175.00 28,350.00 604.11 CATCH BASINS TYPE A 4' DIA. U 71.3 1,395.00 99,463.50 2,000.00 142,600.00 1,800.00 128,340.00 604.115 CATCH BASINS TYPE A, 5-FOOT DIAMETER U 32.4 2,045.00 66,258.00 2,090.00 67,716.00 2,500.00 81,000.00 604.116 CATCH BASINS TYPE A, 6-FOOT DIAMETER U 1.3 2,465.00 3,204.50 3,115.00 4,049.50 3,000.00 3,900.00 604.12 CATCH BASINS TYPE B 4' DIA. U 69.6 1,395.00 97,092.00 2,000.00 139,200.00 1,700.00 118,320.00 604.1210 CATCH BASIN TYPE B, 10' DIA U 1.3 5,715.00 7,429.50 11,000.00 14,300.00 8,000.00 10,400.00 604.125 CATCH BASINS TYPE B, 5-FOOT DIAMETER U 8.8 2,045.00 17,996.00 2,675.00 23,540.00 2,550.00 22,440.00 604.126 CATCH BASINS TYPE B, 6-FOOT DIAMETER U 12.8 2,380.00 30,464.00 3,000.00 38,400.00 3,000.00 38,400.00 604.128 CATCH BASINS TYPE B, 8-FOOT DIAMETER U 6.9 4,240.00 29,256.00 5,600.00 38,640.00 6,950.00 47,955.00 604.15 CATCH BASINS TYPE E 4' DIA. U 9.3 1,395.00 12,973.50 2,265.00 21,064.50 1,900.00 17,670.00 604.155 CATCH BASINS TYPE E, 5-FOOT DIAMETER U 1. 2,045.00 2,045.00 2,950.00 2,950.00 2,750.00 2,750.00 604.156 CATCH BASINS TYPE E, 6-FOOT DIAMETER U 1. 2,495.00 2,495.00 3,820.00 3,820.00 3,200.00 3,200.00 604.32 DRAINAGE MANHOLES U 8. 1,395.00 11,160.00 1,615.00 12,920.00 1,350.00 10,800.00 10620L PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 604.325 DRAINAGE MANHOLES, 5-FOOT DIAMETER U 5.2 2,045.00 10,634.00 2,290.00 11,908.00 2,300.00 11,960.00 604.326 DRAINAGE MANHOLES, 6-FOOT U 3.3 2,410.00 7,953.00 2,550.00 8,415.00 2,750.00 9,075.00 604.328 DRAINAGE MANHOLES, 8-FOOT U 1.4 4,890.00 6,846.00 5,665.00 7,931.00 6,750.00 9,450.00 604.391 SPECIAL MANHOLES U 2. 11,450.00 22,900.00 7,950.00 15,900.00 8,500.00 17,000.00 604.4 RECONSTRUCTING/ADJUSTING CATCH BASIN & DROP INLET LF 14. 254.00 3,556.00 300.00 4,200.00 460.00 6,440.00 604.51 RECONSTRUCTING/ADJUSTING SEWER MANHOLES LF 17. 254.00 4,318.00 320.00 5,440.00 470.00 7,990.00 604.911 OUTLET CONTROL STRUCTURE U 1. 2,045.00 2,045.00 3,700.00 3,700.00 2,500.00 2,500.00 604.921 LEACHING CHAMBER TYPE I U 4. 3,080.00 12,320.00 1,800.00 7,200.00 1,775.00 7,100.00 604.922 LEACHING CHAMBER TYPE II U 4. 2,950.00 11,800.00 1,800.00 7,200.00 1,650.00 6,600.00 605.506 6" PERF. CORR. POLYETHYL PIPE UND. LF 5,250. 10.30 54,075.00 14.00 73,500.00 16.50 86,625.00 605.512 12" PERF. CORR. POLYETHLY PIPE UND. LF 190. 15.75 2,992.50 29.00 5,510.00 22.00 4,180.00 605.515 15" PERF. CORR. POLYETHLY PIPE UND. LF 2,050. 17.10 35,055.00 29.00 59,450.00 25.00 51,250.00 605.79 UNDERDRAIN FLUSHING BASINS EA 6. 351.00 2,106.00 775.00 4,650.00 285.00 1,710.00 606.120 BEAM GUARDRAIL (STANDARD SECTION-STEEL POST) LF 7,850. 16.25 127,562.50 15.35 120,497.50 14.50 113,825.00 606.1454 BEAM GUARDRAIL (TERM. UNIT TYPE EAGRT 50 FT.) U 1. 1,865.00 1,865.00 2,000.00 2,000.00 1,750.00 1,750.00 606.147 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) U 4. 364.00 1,456.00 500.00 2,000.00 360.00 1,440.00 606.21403 DOUBLE-FACED BEAM GUARDRAIL (THRIE BEAM) INCLUD. TRANS. SECTION LF 2,700. 36.10 97,470.00 33.00 89,100.00 33.22 89,694.00 606.322 DOUBLE FACED TRANSITION RAIL, STEEL POST U 1. 3,135.00 3,135.00 3,540.00 3,540.00 3,072.00 3,072.00 606.41231 TRANSITION SINGLE SLOPE CONCRETE BARRIER, PRECAS U 1. 4,635.00 4,635.00 4,150.00 4,150.00 4,200.00 4,200.00 606.413 SINGLE SLOPE CONCRETE MEDIAN BARRIER PRECAST LF 1,950. 75.00 146,250.00 72.00 140,400.00 70.00 136,500.00 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LF 7,200. 10.00 72,000.00 17.75 127,800.00 22.00 158,400.00 606.9512 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 2 U 3. 4,585.00 13,755.00 4,450.00 13,350.00 4,000.00 12,000.00 606.9513 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 3 U 3. 7,155.00 21,465.00 6,950.00 20,850.00 5,000.00 15,000.00 607.1 WOVEN WIRE FENCE LF 1,150. 6.20 7,130.00 6.04 6,946.00 5.00 5,750.00 607.41 POST ASSEMBLIES FOR WOVEN WIRE FENCE EA 5. 181.00 905.00 176.00 880.00 174.00 870.00 607.662 CHAIN LINK FENCE WITH ALUMINUM COATED STEEL FABRIC, 6 FEET HIGH LF 582. 19.15 11,145.30 18.66 10,860.12 19.00 11,058.00 10620L PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 607.6859 CHAIN LINK FENCE W/ VINYL COATED STEEL FABRIC INCL VINYL SLAT 8' (TEMP) LF 685. 34.50 23,632.50 33.48 22,933.80 30.30 20,755.50 607.689 POST ASSEMBLIES FOR CHAIN LINK FENCE, 8 FT. HIGH EA 12. 241.00 2,892.00 234.00 2,808.00 215.00 2,580.00 607.81686 16 FT. OPEN CHN LNK DBLE GTS W/ VNL CTD STEEL FAB INCL VNL SLATS 8' H TEMP EA 2. 1,390.00 2,780.00 1,348.00 2,696.00 1,240.00 2,480.00 608.12 2" BITUMINOUS SIDEWALK (F) SY 1,050. 13.40 14,070.00 12.50 13,125.00 12.00 12,600.00 608.24 4" CONCRETE SIDEWALK (F) SY 98. 37.05 3,630.90 25.00 2,450.00 36.00 3,528.00 608.26 6" CONCRETE SIDEWALK (F) SY 565. 39.15 22,119.75 32.00 18,080.00 38.00 21,470.00 608.28 8" CONCRETE SIDEWALK (F) SY 235. 49.45 11,620.75 39.00 9,165.00 45.00 10,575.00 608.54 DETECTABLE WARNING DEVICES, CAST IRON SY 15. 335.00 5,025.00 280.00 4,200.00 325.00 4,875.00 609.01 STRAIGHT GRANITE CURB LF 8,850. 15.35 135,847.50 15.00 132,750.00 14.65 129,652.50 609.02 CURVED GRANITE CURB LF 450. 22.65 10,192.50 22.75 10,237.50 21.00 9,450.00 609.21 STRAIGHT GRANITE SLOPE CURB LF 8,350. 11.00 91,850.00 10.50 87,675.00 10.65 88,927.50 609.216 STRAIGHT GRANITE SLOPE CURB 6" HIGH LF 1,250. 12.65 15,812.50 12.25 15,312.50 12.00 15,000.00 609.22 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS LF 62. 11.00 682.00 10.50 651.00 10.55 654.10 609.226 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS, 6" HIGH LF 69. 12.65 872.85 12.25 845.25 12.00 828.00 609.23 CURVED GRANITE SLOPE CURB LF 13. 46.35 602.55 50.00 650.00 45.00 585.00 609.236 CURVED GRANITE SLOPE CURB 6" HIGH LF 7. 51.50 360.50 50.00 350.00 50.00 350.00 609.3 STRAIGHT GRANITE CURB (BRIDGE) LF 238. 30.90 7,354.20 31.00 7,378.00 28.00 6,664.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 3,800. 4.10 15,580.00 3.50 13,300.00 3.00 11,400.00 609.9811 TEMPORARY BITUMINOUS CURB TYPE B (4" REVEAL) LF 1,650. 4.10 6,765.00 3.50 5,775.00 3.00 4,950.00 611.05206 6" CEMENT LINED DUCTILE IRON WATER PIPE , CL.52 LF 483. 38.00 18,354.00 47.00 22,701.00 38.00 18,354.00 611.05208 8" CEMENT LINED DUCTILE IRON WATER PIPE , CL.52 LF 45. 50.40 2,268.00 65.00 2,925.00 50.00 2,250.00 611.05212 12" CEMENT LINED DUCTILE IRON WATER PIPE , CL.52 LF 803. 57.75 46,373.25 60.00 48,180.00 66.00 52,998.00 611.05220 20" CEMENT LINED DUCTILE IRON WATER PIPE , CL.52 LF 2,327. 94.60 220,134.20 78.00 181,506.00 100.00 232,700.00 611.35236 36" DIRECT BURY CASING WITH 20" DI CL 52 CARRIER PIPE LF 18. 295.00 5,310.00 320.00 5,760.00 520.00 9,360.00 611.36024 24" CASING LF 135. 159.00 21,465.00 160.00 21,600.00 220.00 29,700.00 611.50107 3/4" COPPER WATER PIPE LF 90. 20.00 1,800.00 17.00 1,530.00 15.00 1,350.00 611.5011 1" COPPER WATER PIPE LF 90. 25.00 2,250.00 18.50 1,665.00 16.00 1,440.00 10620L PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 611.51007 3/4" CORPORATION STOP EA 2. 110.00 220.00 110.00 220.00 130.00 260.00 611.5101 1" CORPORATION STOP EA 3. 120.00 360.00 120.00 360.00 140.00 420.00 611.52007 3/4" CURB STOP EA 2. 110.00 220.00 100.00 200.00 180.00 360.00 611.5201 1" CURB STOP & BOX EA 3. 120.00 360.00 42.00 126.00 210.00 630.00 611.70006 6" FITTING EA 16. 400.00 6,400.00 350.00 5,600.00 430.00 6,880.00 611.70008 8" FITTING EA 2. 480.00 960.00 400.00 800.00 460.00 920.00 611.70012 12" FITTING EA 35. 700.00 24,500.00 800.00 28,000.00 830.00 29,050.00 611.70020 20" FITTING EA 16. 1,750.00 28,000.00 2,500.00 40,000.00 2,000.00 32,000.00 611.71006 6" GATE VALVE EA 9. 775.00 6,975.00 770.00 6,930.00 1,000.00 9,000.00 611.71008 8" GATE VALVE EA 1. 900.00 900.00 1,100.00 1,100.00 1,250.00 1,250.00 611.71012 12" GATE VALVE EA 6. 1,500.00 9,000.00 1,900.00 11,400.00 2,150.00 12,900.00 611.72020 20" BUTTERFLY VALVE EA 2. 4,090.00 8,180.00 4,500.00 9,000.00 4,500.00 9,000.00 611.74 CHLORINE INJECTION TAP EA 5. 500.00 2,500.00 200.00 1,000.00 565.00 2,825.00 611.81 HYDRANTS EA 1. 3,040.00 3,040.00 3,250.00 3,250.00 2,550.00 2,550.00 611.811 ADJUSTING/RELOCATING HYDRANTS EA 8. 996.00 7,968.00 1,000.00 8,000.00 1,375.00 11,000.00 611.90001 ADJUSTING WATER GATES AND SHUTOFFS SET BY OTHERS EA 3. 200.00 600.00 160.00 480.00 140.00 420.00 611.951 WATER MAIN INSULATION SY 280. 4.10 1,148.00 15.25 4,270.00 12.00 3,360.00 612.3104 SEWER MANHOLES, 4-FOOT DIAMETER VF 66.7 215.00 14,340.50 335.00 22,344.50 365.00 24,345.50 612.3506 6" PVC SEWER PIPE SDR-35 LF 25. 35.70 892.50 21.50 537.50 35.00 875.00 612.3515 15" PVC SEWER PIPE SDR-35 LF 527. 62.30 32,832.10 36.00 18,972.00 45.00 23,715.00 612.3518 18" PVC SEWER PIPE SDR-35 LF 299. 66.10 19,763.90 38.30 11,451.70 49.00 14,651.00 612.35230 30" DIRECT BURY CASING WITH 18" DI CARRIER PIPE LF 18. 247.00 4,446.00 300.00 5,400.00 350.00 6,300.00 612.43015 15" DUCTILE IRON SEWER PIPE, CLASS 52 LF 25. 109.00 2,725.00 97.50 2,437.50 120.00 3,000.00 612.43018 18" DUCTILE IRON SEWER PIPE, CLASS 52 LF 66. 97.10 6,408.60 110.00 7,260.00 120.00 7,920.00 612.6103 3" PVC DR-18 PRESSURE PIPE LF 370. 30.45 11,266.50 19.75 7,307.50 23.50 8,695.00 612.951 SEWER MAIN INSULATION SY 122. 4.00 488.00 31.75 3,873.50 12.00 1,464.00 613.44 STORMWATER TREATMENT SYSTEM (LEVEL 4) U 1. 10,150.00 10,150.00 15,000.00 15,000.00 14,000.00 14,000.00 613.46 STORMWATER TREATMENT SYSTEM (LEVEL 6) U 1. 18,350.00 18,350.00 25,000.00 25,000.00 20,000.00 20,000.00 613.49 STORMWATER TREATMENT SYSTEM (LEVEL 9) U 1. 39,500.00 39,500.00 50,000.00 50,000.00 35,000.00 35,000.00 614.331 3" STEEL CONDUIT LF 605. 12.90 7,804.50 12.50 7,562.50 12.00 7,260.00 614.3429 4 INCH 2-DUCT STEEL CONDUIT (BRIDGE) LF 122. 77.25 9,424.50 75.00 9,150.00 65.00 7,930.00 614.511 CONCRETE PULL BOX 14" EA 24. 299.00 7,176.00 290.00 6,960.00 285.00 6,840.00 614.523 MOLDED PULL BOX 17"X30" EA 18. 335.00 6,030.00 325.00 5,850.00 310.00 5,580.00 614.7314 3" PVC PLASTIC CONDUIT, SCHEDULE 40 LF 1,850. 6.45 11,932.50 6.25 11,562.50 6.00 11,100.00 614.7318 3" PVC PLASTIC CONDUIT, SCHEDULE 80 LF 250. 13.40 3,350.00 13.00 3,250.00 12.00 3,000.00 614.7324 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 835. 7.20 6,012.00 7.00 5,845.00 6.00 5,010.00 10620L PAGE 9 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 614.7328 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 770. 15.45 11,896.50 15.00 11,550.00 14.50 11,165.00 614.7424 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 3,750. 9.25 34,687.50 9.00 33,750.00 8.00 30,000.00 614.7428 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 240. 17.00 4,080.00 16.50 3,960.00 15.00 3,600.00 615.003 REMOVING TRAFFIC SIGN U 32. 51.50 1,648.00 50.00 1,600.00 48.00 1,536.00 615.01 TRAFFIC SIGN TYPE A (F) SF 56. 61.80 3,460.80 90.00 5,040.00 62.00 3,472.00 615.012 TRAFFIC SIGN TYPE A, BREAKAWAY MOUNTS (F) SF 255. 77.25 19,698.75 86.00 21,930.00 72.00 18,360.00 615.014 RELOCATING TRAFFIC SIGN, TYPE A U 5. 2,470.00 12,350.00 3,200.00 16,000.00 2,250.00 11,250.00 615.02 TRAFFIC SIGN TYPE B (F) SF 109. 64.90 7,074.10 63.00 6,867.00 63.00 6,867.00 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) SF 157. 76.20 11,963.40 76.50 12,010.50 72.00 11,304.00 615.024 RELOCATING TRAFFIC SIGN, TYPE B U 1. 283.00 283.00 1,500.00 1,500.00 265.00 265.00 615.03 TRAFFIC SIGN TYPE C (F) SF 407.8 41.20 16,801.36 36.00 14,680.80 35.00 14,273.00 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 1. 216.00 216.00 100.00 100.00 195.00 195.00 615.04 TRAFFIC SIGN TYPE AA (F) SF 1,183. 19.55 23,127.65 16.00 18,928.00 12.00 14,196.00 615.05 TRAFFIC SIGN TYPE BB (F) SF 5. 16.50 82.50 15.00 75.00 16.00 80.00 615.06 TRAFFIC SIGN TYPE CC (F) SF 57.4 12.35 708.89 10.00 574.00 10.00 574.00 615.10001 FULL TRAFFIC SIGN STRUCTURE U 1. 85,500.00 85,500.00 83,000.00 83,000.00 80,000.00 80,000.00 615.10002 FULL TRAFFIC SIGN STRUCTURE U 1. 106,050.00 106,050.00 103,000.00 103,000.00 95,000.00 95,000.00 616.101 TRAFFIC SIGNALS U 1. 75,850.00 75,850.00 73,650.00 73,650.00 70,000.00 70,000.00 616.102 TRAFFIC SIGNALS U 1. 83,200.00 83,200.00 80,800.00 80,800.00 70,000.00 70,000.00 616.122 COMMUNICATIONS CABLE LF 1,250. 1.80 2,250.00 1.75 2,187.50 2.00 2,500.00 616.141 COMPUTER EQUIPMENT AND SOFTWARE U 1. 7,105.00 7,105.00 6,900.00 6,900.00 5,500.00 5,500.00 616.95 INSTALL TRAFFIC STUDY EQUIPMENT U 1. 3,090.00 3,090.00 3,000.00 3,000.00 2,875.00 2,875.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 516,000.00 516,000.00 516,000.00 516,000.00 516,000.00 516,000.00 618.7 FLAGGERS HR 6,200. 28.00 173,600.00 15.00 93,000.00 14.00 86,800.00 619.1 MAINTENANCE OF TRAFFIC U 1. 110,000.00 110,000.00 75,000.00 75,000.00 155,000.00 155,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 6. 4,120.00 24,720.00 3,000.00 18,000.00 8,000.00 48,000.00 621.1 RETROREFLECTIVE MEDIAN BARRIER DELINEATOR EA 40. 15.45 618.00 15.00 600.00 14.00 560.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 142. 3.75 532.50 4.00 568.00 3.20 454.40 621.31 SINGLE DELINEATOR WITH POST EA 181. 28.85 5,221.85 30.00 5,430.00 22.00 3,982.00 621.32 DOUBLE DELINEATOR WITH POST EA 27. 39.15 1,057.05 32.00 864.00 28.00 756.00 622.1 STEEL WITNESS MARKERS EA 27. 24.70 666.90 25.00 675.00 22.00 594.00 622.2 CONCRETE BOUNDS EA 49. 192.00 9,408.00 210.00 10,290.00 180.00 8,820.00 10620L PAGE 10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 6. 618.00 3,708.00 600.00 3,600.00 600.00 3,600.00 625.52 LIGHT POLE (HIGHWAY) U 1. 216.00 216.00 2,100.00 2,100.00 1,854.00 1,854.00 625.522 LIGHT POLE (HIGHWAY ) WITHOUT BREAK-AWAY BASE U 4. 1,930.00 7,720.00 1,875.00 7,500.00 1,850.00 7,400.00 625.62 RESET LIGHT POLE HIGHWAY EA 1. 566.00 566.00 550.00 550.00 515.00 515.00 628.2 SAWED BITUMINOUS PAVEMENT LF 5,300. .52 2,756.00 1.00 5,300.00 .80 4,240.00 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 47,350. .10 4,735.00 .10 4,735.00 .09 4,261.50 632.0106 RETROREFLECTIVE PAINT PAVE. MARKING, 6" LINE LF 53,450. .12 6,414.00 .12 6,414.00 .12 6,414.00 632.0112 RETROREFLECTIVE PAINT PAVE. MARKING, 12" LINE LF 1,300. .46 598.00 .45 585.00 .35 455.00 632.3104 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 4" LINE LF 1,250. .46 575.00 .45 562.50 .45 562.50 632.3106 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 6" LINE LF 990. .62 613.80 .60 594.00 .65 643.50 632.3112 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 12" LINE LF 1,550. 1.45 2,247.50 1.40 2,170.00 1.30 2,015.00 632.3118 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 18" LINE LF 350. 2.00 700.00 1.95 682.50 1.95 682.50 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD SF 680. 3.95 2,686.00 3.85 2,618.00 3.75 2,550.00 632.9104 OBLITERATE PAVEMENT MARKING, 4" LINE LF 4,700. .31 1,457.00 .30 1,410.00 .30 1,410.00 632.9106 OBLITERATE PAVEMENT MARKING, 6" LINE LF 1,900. .41 779.00 .40 760.00 .40 760.00 632.9118 OBLITERATE PAVEMENT MARKING, 18" LINE LF 15. 2.05 30.75 2.00 30.00 1.25 18.75 641. LOAM CY 1,200. 15.00 18,000.00 21.00 25,200.00 18.50 22,200.00 643.22 FERTILIZER FOR REFERTIL- IZATION TON 9. 386.00 3,474.00 375.00 3,375.00 185.00 1,665.00 645.3 EROSION STONE TON 4,000. 15.00 60,000.00 16.00 64,000.00 26.50 106,000.00 645.44 TEMPORARY SLOPE STABILIZATION TYPE D (WILDLIFE FRIENDLY) SY 111,100. 1.25 138,875.00 1.20 133,320.00 .95 105,545.00 645.45 PERMANENT CHANNEL STABILIZATION TYPE A SY 6,950. 2.85 19,807.50 2.75 19,112.50 2.45 17,027.50 645.531 SILT FENCE LF 7,300. 8.00 58,400.00 3.65 26,645.00 2.50 18,250.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 2,780.00 2,780.00 1,758.00 1,758.00 2,500.00 2,500.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS HR 1,350. 51.50 69,525.00 51.00 68,850.00 50.00 67,500.00 646.31 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS SY 111,400. .33 36,762.00 .32 35,648.00 .28 31,192.00 647.1 HUMUS CY 11,200. 8.10 90,720.00 10.50 117,600.00 14.50 162,400.00 10620L PAGE 11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 647.22 HUMUS, INTERMIXED, 2" DEE CY 21. 35.00 735.00 15.50 325.50 21.00 441.00 647.29 WETLAND HUMUS 8" CY 93. 35.00 3,255.00 21.50 1,999.50 14.50 1,348.50 651.34061 PICEA GLAUCA WHITE SPRUCE 6 FT B&B EA 110. 165.00 18,150.00 160.00 17,600.00 175.00 19,250.00 670.104 TEMPORARY PORTABLE LIGHTING U 2. 5,000.00 10,000.00 14,210.00 28,420.00 4,000.00 8,000.00 678.2 IMPACT ATTENUATION DEVICE (TEST LEVEL 3) U 1. 28,000.00 28,000.00 24,675.00 24,675.00 24,000.00 24,000.00 678.201 IMPACT ATTENUATOR FOUNDATION PAD U 1. 2,000.00 2,000.00 950.00 950.00 1,600.00 1,600.00 692. MOBILIZATION U 1. 1,038,000.00 1,038,000.00 1,508,739.37 1,508,739.37 475,000.00 475,000.00 698.11 FIELD OFFICE TYPE A MON 38. 526.00 19,988.00 1,500.00 57,000.00 1,900.00 72,200.00 698.2 PHYSICAL TESTING LABORATORY MON 38. 100.00 3,800.00 250.00 9,500.00 700.00 26,600.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 120,000.00 120,000.00 120,000.00 120,000.00 120,000.00 120,000.00 1008.53 ALTERATIONS AND ADDITIONS AS NEEDED - INVASIVE SPECIES MANAGEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1008.8 ALTERATIONS AND ADDITIONS AS NEEDED - WINTER MAINTENANCE $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 1009.1 PROJECT HEALTH AND SAFETY PLAN $ 1. 4,985.00 4,985.00 4,985.00 4,985.00 4,985.00 4,985.00 1009.21 TREAMENT OR DISPOSAL OF CONTAMINATED GROUNDWATER (FRAC TANK) $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 1010.15 FUEL ADJUSTMENT $ 1. 250,000.00 250,000.00 250,000.00 250,000.00 250,000.00 250,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 75,000.00 75,000.00 75,000.00 75,000.00 75,000.00 75,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA ASPHALT $ 1. 166,000.00 166,000.00 166,000.00 166,000.00 166,000.00 166,000.00 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 $16,595,672.18 $17,030,898.00 $17,571,119.75 THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: ROCHESTER 10620L COUNTIES AND CODES: STRAFFORD 017 DATE BIDS OPEN: APRIL 8, 2010 SCOPE OF WORK: ROAD AND BRIDGE REHABILITATION LOCATION: SPAULDING TURNPIKE (NH ROUTE 16) COMPLETION DATE: JUNE 28, 2013 A ALVIN J COLEMAN & SON INC. 9NH ROUTE 113, CONWAY, NH 03818 $16,595,672.18 B SUR CONSTRUCTION, INC. 233 CHESTNUT HILL ROAD, ROCHESTER, NH 03867 $17,030,898.00 C R.S. AUDLEY, INC. 609 RT 3A, BOW, NH 03304 $17,571,119.75 D SEVERINO TRUCKING CO., INC. PO BOX 202, CANDIA, NH 03034 $18,142,852.02 E PIKE INDUSTRIES, INC. 3 EASTGATE PARK RD., BELMONT, NH 03220 $19,561,015.51 F WEAVER BROS. CONSTRUCTION CO. INC. PO BOX 1326, CONCORD, NH 03302 $20,890,293.10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) A 12. 3,500.00 42,000.00 5,000.00 60,000.00 9,000.00 108,000.00 201.21 REMOVING SMALL TREES EA 30. 100.00 3,000.00 75.00 2,250.00 100.00 3,000.00 201.22 REMOVING LARGE TREES EA 1. 850.00 850.00 775.00 775.00 900.00 900.00 201.6 CLEARING FOR FENCE LINES (F) A 1. 3,400.00 3,400.00 600.00 600.00 4,500.00 4,500.00 201.8811 INVASIVE SPECIES CONTROL, TYPE I A 2.5 3,500.00 8,750.00 2,200.00 5,500.00 2,500.00 6,250.00 201.8821 INVASIVE SPECIES CONTROL, TYPE II A 1. 3,850.00 3,850.00 2,200.00 2,200.00 1,500.00 1,500.00 202.31 FILL ABANDONED PIPE CY 290.2 165.00 47,883.00 130.00 37,726.00 200.00 58,040.00 202.32 FILL ABANDONED STRUCTURE CY 213. 165.00 35,145.00 135.00 28,755.00 175.00 37,275.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 435. 10.00 4,350.00 15.00 6,525.00 11.00 4,785.00 202.42 REMOVAL OF EXISTING PIPE OVER 24" DIAMETER LF 115. 12.00 1,380.00 19.00 2,185.00 24.00 2,760.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 3. 350.00 1,050.00 325.00 975.00 250.00 750.00 202.501 REMOVAL OF SPECIAL CATCH BASINS, DROP INLETS, AND MANHOLES EA 3. 400.00 1,200.00 325.00 975.00 500.00 1,500.00 202.7 REMOVAL OF GUARDRAIL (F) LF 5,050. 1.50 7,575.00 1.15 5,807.50 1.25 6,312.50 202.851 REMOVAL OF FLASHING BEACON U 1. 200.00 200.00 200.00 200.00 220.00 220.00 10620L PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 202.852 REMOVAL OF TRAFFIC SIGNAL U 1. 3,000.00 3,000.00 3,000.00 3,000.00 3,300.00 3,300.00 203.1 COMMON EXCAVATION CY 138,400. 4.00 553,600.00 5.00 692,000.00 4.40 608,960.00 203.17 PREPARE SURFACE FOR PAVING SY 1,370. 3.00 4,110.00 2.50 3,425.00 5.00 6,850.00 203.199 TEMPORARY COMMON EXCAVATION CY 2,650. 7.00 18,550.00 4.00 10,600.00 6.00 15,900.00 203.2 ROCK EXCAVATION CY 38,650. 4.00 154,600.00 16.50 637,725.00 20.00 773,000.00 203.35 HANDLING EXCAVATED, CONTAMINATED SOILS (DEPARTMENT DISPOSAL) CY 1,050. 25.00 26,250.00 30.00 31,500.00 12.00 12,600.00 203.353 HANDLING EXCAVATED SOLID WASTE AND CONTAMINATED SOIL CY 79. 50.00 3,950.00 30.00 2,370.00 20.00 1,580.00 203.4 MUCK EXCAVATION CY 805. 16.00 12,880.00 8.00 6,440.00 7.70 6,198.50 203.52 IMPERVIOUS MATERIAL (F) CY 1,950. 12.00 23,400.00 13.00 25,350.00 13.00 25,350.00 203.5554 GUARDRAIL 50' EAGRT PLATFORM U 1. 1,300.00 1,300.00 1,050.00 1,050.00 1,200.00 1,200.00 203.6 EMBANKMENT-IN-PLACE (F) CY 247,300. 5.00 1,236,500.00 4.80 1,187,040.00 6.10 1,508,530.00 203.699 TEMPORARY EMBANKMENT-IN- PLACE CY 450. 8.00 3,600.00 10.50 4,725.00 10.00 4,500.00 203.81 PRESPLITTING HOLES LF 22,400. .25 5,600.00 .25 5,600.00 .27 6,048.00 206.1 COMMON STRUCTURE EXCAVATION CY 1,010. 25.00 25,250.00 11.00 11,110.00 12.00 12,120.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 425. 50.00 21,250.00 26.00 11,050.00 15.00 6,375.00 206.2 ROCK STRUCTURE EXCAVATION CY 3,150. 25.00 78,750.00 18.50 58,275.00 20.00 63,000.00 209.1 GRANULAR BACKFILL CY 4,650. 20.00 93,000.00 15.00 69,750.00 14.00 65,100.00 209.2 GRANULAR BACKFILL (BRIDGE) CY 3,850. 32.00 123,200.00 18.50 71,225.00 26.00 100,100.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 4,500. 40.00 180,000.00 12.00 54,000.00 26.00 117,000.00 214. FINE GRADING U 1. 300,000.00 300,000.00 140,000.00 140,000.00 235,000.00 235,000.00 304.1 SAND (F) CY 39,050. 11.50 449,075.00 11.00 429,550.00 15.30 597,465.00 304.102 ADDITIONAL SAND (F) CY 325. 15.00 4,875.00 11.00 3,575.00 17.00 5,525.00 304.2 GRAVEL (F) CY 41,300. 13.25 547,225.00 11.50 474,950.00 17.35 716,555.00 304.201 GRAVEL CY 805. 15.00 12,075.00 11.75 9,458.75 18.00 14,490.00 304.3 CRUSHED GRAVEL (F) CY 285. 37.00 10,545.00 40.00 11,400.00 25.00 7,125.00 304.31 CRUSHED GRAVEL FOR SHIMMING CY 395. 25.00 9,875.00 28.00 11,060.00 25.00 9,875.00 304.35 CRUSHED GRAVEL FOR DRIVES CY 2,300. 25.00 57,500.00 25.00 57,500.00 27.00 62,100.00 304.4 CRUSHED STONE (FINE GRADATION) (F) CY 21,700. 17.50 379,750.00 21.00 455,700.00 24.00 520,800.00 304.499 TEMPORARY CRUSHED STONE (FINE GRADATION) CY 2,550. 20.00 51,000.00 21.00 53,550.00 25.00 63,750.00 304.5 CRUSHED STONE (COARSE GRADATION) (F) CY 18,150. 17.50 317,625.00 21.00 381,150.00 24.00 435,600.00 315.5 CRUSHED STONE (ENERGY-ABSORBING MATERIAL) CY 335. 35.00 11,725.00 36.00 12,060.00 30.00 10,050.00 403.11001 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 1) TON 17,350. 64.25 1,114,737.50 63.00 1,093,050.00 61.00 1,058,350.00 10620L PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) TON 21,300. 64.25 1,368,525.00 65.00 1,384,500.00 61.00 1,299,300.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 1,700. 110.00 187,000.00 125.00 212,500.00 100.00 170,000.00 403.4 MATERIALS TRANSFER VEHICLE (MTV) TON 29,250. 1.00 29,250.00 1.60 46,800.00 2.00 58,500.00 403.6 PAVEMENT JOINT ADHESIVE LF 70,650. .25 17,662.50 .24 16,956.00 .25 17,662.50 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 1" BASE COURSE (F) TON 94. 150.00 14,100.00 155.00 14,570.00 130.00 12,220.00 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD TON 300. 64.25 19,275.00 79.00 23,700.00 70.00 21,000.00 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 885. 75.00 66,375.00 74.00 65,490.00 70.00 61,950.00 417. COLD PLANING BITUMINOUS SURFACES SY 19,700. 1.75 34,475.00 2.25 44,325.00 2.50 49,250.00 502. REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 80,000.00 80,000.00 116,000.00 116,000.00 125,000.00 125,000.00 503.1 WATER DIVERSION STRUCTURES U 1. 15,000.00 15,000.00 8,500.00 8,500.00 10,000.00 10,000.00 503.201 COFFERDAMS U 1. 220,500.00 220,500.00 117,500.00 117,500.00 115,000.00 115,000.00 503.301 COFFERDAMS WITH SHEETING LEFT-IN-PLACE U 2. 1,500.00 3,000.00 24,000.00 48,000.00 5,000.00 10,000.00 504.1 COMMON BRIDGE EXCAVATION (F) CY 5,530. 11.00 60,830.00 6.50 35,945.00 9.50 52,535.00 504.2 ROCK BRIDGE EXCAVATION CY 1,500. 40.00 60,000.00 56.00 84,000.00 50.00 75,000.00 508. STRUCTURAL FILL CY 751. 30.00 22,530.00 40.00 30,040.00 35.00 26,285.00 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) CY 350. 271.00 94,850.00 275.00 96,250.00 300.00 105,000.00 520.1 CONCRETE CLASS A CY 5.2 500.00 2,600.00 553.50 2,878.20 800.00 4,160.00 520.12 CONCRETE CLASS A, ABOVE FOOTINGS (F) CY 1,360. 466.00 633,760.00 465.00 632,400.00 500.00 680,000.00 520.2 CONCRETE CLASS B CY 150. 275.00 41,250.00 249.08 37,362.00 325.00 48,750.00 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) CY 830. 250.00 207,500.00 230.00 190,900.00 240.00 199,200.00 520.421 CONCRETE CLASS F, FLOWABLE FILL, EXCAVATABLE CY 23.9 125.00 2,987.50 115.00 2,748.50 400.00 9,560.00 520.70026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 540. 835.00 450,900.00 750.00 405,000.00 800.00 432,000.00 534.3 WATER REPELLENT (SILANE/ SILOXANE) GAL 200. 100.00 20,000.00 55.00 11,000.00 60.00 12,000.00 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) SY 175. 45.00 7,875.00 40.00 7,000.00 43.00 7,525.00 538.6 BARRIER MEMBRANE, WELDED BY TORCH, MACHINE METHOD (F) SY 1,600. 22.00 35,200.00 19.50 31,200.00 20.00 32,000.00 541.2 PVC WATERSTOPS, NH TYPE 2 (F) LF 195. 10.00 1,950.00 5.00 975.00 6.00 1,170.00 10620L PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 541.3 PVC WATERSTOPS, NH TYPE 3 (F) LF 50. 10.00 500.00 5.00 250.00 6.00 300.00 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LF 170. 10.00 1,700.00 7.00 1,190.00 8.00 1,360.00 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LF 354. 10.00 3,540.00 8.00 2,832.00 9.00 3,186.00 544. REINFORCING STEEL (F) LB 152,535. 1.05 160,161.75 1.00 152,535.00 1.05 160,161.75 544.1 REINFORCING STEEL (ROADWAY) LB 12,650. .90 11,385.00 1.49 18,848.50 1.35 17,077.50 544.2 REINFORCING STEEL, EPOXY COATED (F) LB 204,600. 1.14 233,244.00 1.13 231,198.00 1.20 245,520.00 544.21 REINFORCING STEEL, EPOXY COATED,MECHANICAL CONNECTORS (F) LB 9,043. 2.80 25,320.40 3.07 27,762.01 3.10 28,033.30 547. SHEAR CONNECTORS (F) EA 3,315. 4.60 15,249.00 4.88 16,177.20 5.00 16,575.00 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 26. 1,690.00 43,940.00 1,334.00 34,684.00 1,500.00 39,000.00 550.101 STRUCTURAL STEEL (F) LB 374,000. 1.75 654,500.00 1.63 609,620.00 1.75 654,500.00 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LF 346. 97.00 33,562.00 96.99 33,558.54 110.00 38,060.00 563.223 BRIDGE RAIL T2 WITH SNOW SCREENING (F) LF 238. 143.00 34,034.00 150.00 35,700.00 150.00 35,700.00 565.222 BRIDGE APPROACH RAIL T2 (STEEL POSTS) (F) LF 120. 145.50 17,460.00 150.00 18,000.00 160.00 19,200.00 570.4 MORTAR RUBBLE MASONRY (F) CY 130. 415.00 53,950.00 550.00 71,500.00 475.00 61,750.00 582.1 SLOPE PAVING WITH CONCRETE (F) SY 600. 50.00 30,000.00 48.00 28,800.00 51.00 30,600.00 585.2 STONE FILL, CLASS B CY 690. 21.00 14,490.00 22.00 15,180.00 16.00 11,040.00 585.3 STONE FILL, CLASS C CY 370. 38.00 14,060.00 28.00 10,360.00 35.00 12,950.00 585.5 STONE FILL, CLASS E CY 280. 41.00 11,480.00 30.00 8,400.00 51.00 14,280.00 585.7 STONE FILL, CLASS G CY 47. 43.00 2,021.00 35.00 1,645.00 60.00 2,820.00 592.1 MECHANICALLY STABILIZED EARTH RETAINING WALL SF 7,300. 24.00 175,200.00 45.00 328,500.00 40.00 292,000.00 593.411 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN SY 690. 2.00 1,380.00 1.50 1,035.00 3.00 2,070.00 593.431 GEOTEXTILE; PERM. CONTROL CL. 3, NON-WOVEN SY 820. 1.30 1,066.00 1.00 820.00 3.25 2,665.00 603.00212 12" R.C. PIPE, 2000D LF 54. 30.00 1,620.00 38.50 2,079.00 45.00 2,430.00 603.00215 15" R.C. PIPE, 2000D LF 6,500. 28.50 185,250.00 40.75 264,875.00 36.00 234,000.00 603.00218 18" R.C. PIPE, 2000D LF 2,250. 32.00 72,000.00 43.50 97,875.00 52.00 117,000.00 603.00224 24" R.C. PIPE, 2000D LF 2,650. 39.00 103,350.00 53.50 141,775.00 58.00 153,700.00 603.00230 30" R.C. PIPE, 2000D LF 1,300. 49.00 63,700.00 63.00 81,900.00 70.00 91,000.00 603.00236 36" R.C. PIPE, 2000D LF 720. 65.50 47,160.00 80.00 57,600.00 80.00 57,600.00 603.00242 42" R.C. PIPE, 2000D LF 545. 92.00 50,140.00 97.00 52,865.00 135.00 73,575.00 603.04319 19" X 30" REINFORCED CONCRETE HORIZONTAL ELLIPTICAL PIPE, 3000D LF 120. 143.00 17,160.00 111.00 13,320.00 180.00 21,600.00 603.30115 15" R.C. END SECTIONS EA 1. 450.00 450.00 685.00 685.00 650.00 650.00 603.30118 18" R.C. END SECTIONS EA 3. 490.00 1,470.00 750.00 2,250.00 700.00 2,100.00 603.36112 12" ALUMINIZED STEEL END SECTION EA 3. 165.00 495.00 185.00 555.00 220.00 660.00 10620L PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 603.36115 15" ALUMINIZED STEEL END EA 7. 195.00 1,365.00 225.00 1,575.00 245.00 1,715.00 603.36118 18" ALUMINIZED STEEL END SECTION EA 1. 270.00 270.00 300.00 300.00 400.00 400.00 603.36124 24" ALUMINIZED STEEL END SECTION EA 2. 370.00 740.00 400.00 800.00 600.00 1,200.00 603.36130 30" ALUMINZED STEEL END SECTION EA 3. 680.00 2,040.00 725.00 2,175.00 800.00 2,400.00 603.36136 36" ALUMINIZED STEEL END SECTION EA 1. 885.00 885.00 1,000.00 1,000.00 825.00 825.00 603.44012 12" CORR. POLYETHYLENE PIPE FOR SLOPE DRAINAGE LF 28. 35.00 980.00 28.00 784.00 26.00 728.00 603.44015 15" CORRUGATED POLYETHLENE PIPE FOR SLOPE DRAIN LF 54. 36.00 1,944.00 35.00 1,890.00 30.00 1,620.00 603.83212 12" PLASTIC PIPE (SMOOTH INTERIOR) LF 19. 36.00 684.00 30.00 570.00 45.00 855.00 603.83215 15" PLASTIC PIPE (SMOOTH INTERIOR) LF 785. 32.00 25,120.00 29.00 22,765.00 27.00 21,195.00 603.83218 18" PLASTIC PIPE (SMOOTH INTERIOR) LF 77. 37.00 2,849.00 45.00 3,465.00 35.00 2,695.00 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 265. 58.00 15,370.00 50.00 13,250.00 37.00 9,805.00 603.83230 30" PLASTIC PIPE (SMOOTH INTERIOR) LF 255. 61.00 15,555.00 64.00 16,320.00 50.00 12,750.00 603.83236 36" PLASTIC PIPE (SMOOTH INTERIOR) LF 88. 75.00 6,600.00 75.00 6,600.00 60.00 5,280.00 604.0007 POLYETHYLENE LINER EA 162. 150.00 24,300.00 240.00 38,880.00 200.00 32,400.00 604.11 CATCH BASINS TYPE A 4' DIA. U 71.3 1,860.00 132,618.00 2,150.00 153,295.00 1,900.00 135,470.00 604.115 CATCH BASINS TYPE A, 5-FOOT DIAMETER U 32.4 2,290.00 74,196.00 2,400.00 77,760.00 2,400.00 77,760.00 604.116 CATCH BASINS TYPE A, 6-FOOT DIAMETER U 1.3 2,800.00 3,640.00 3,300.00 4,290.00 3,500.00 4,550.00 604.12 CATCH BASINS TYPE B 4' DIA. U 69.6 1,780.00 123,888.00 2,100.00 146,160.00 1,900.00 132,240.00 604.1210 CATCH BASIN TYPE B, 10' DIA U 1.3 7,050.00 9,165.00 9,200.00 11,960.00 10,000.00 13,000.00 604.125 CATCH BASINS TYPE B, 5-FOOT DIAMETER U 8.8 2,490.00 21,912.00 2,650.00 23,320.00 2,300.00 20,240.00 604.126 CATCH BASINS TYPE B, 6-FOOT DIAMETER U 12.8 2,790.00 35,712.00 3,300.00 42,240.00 3,400.00 43,520.00 604.128 CATCH BASINS TYPE B, 8-FOOT DIAMETER U 6.9 5,300.00 36,570.00 6,400.00 44,160.00 7,500.00 51,750.00 604.15 CATCH BASINS TYPE E 4' DIA. U 9.3 1,930.00 17,949.00 2,300.00 21,390.00 2,200.00 20,460.00 604.155 CATCH BASINS TYPE E, 5-FOOT DIAMETER U 1. 2,600.00 2,600.00 3,400.00 3,400.00 2,700.00 2,700.00 604.156 CATCH BASINS TYPE E, 6-FOOT DIAMETER U 1. 3,100.00 3,100.00 4,000.00 4,000.00 4,000.00 4,000.00 604.32 DRAINAGE MANHOLES U 8. 1,525.00 12,200.00 2,000.00 16,000.00 2,300.00 18,400.00 10620L PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 604.325 DRAINAGE MANHOLES, 5-FOOT DIAMETER U 5.2 2,100.00 10,920.00 2,800.00 14,560.00 2,800.00 14,560.00 604.326 DRAINAGE MANHOLES, 6-FOOT U 3.3 3,100.00 10,230.00 3,200.00 10,560.00 5,000.00 16,500.00 604.328 DRAINAGE MANHOLES, 8-FOOT U 1.4 5,100.00 7,140.00 7,300.00 10,220.00 10,000.00 14,000.00 604.391 SPECIAL MANHOLES U 2. 18,000.00 36,000.00 18,000.00 36,000.00 24,500.00 49,000.00 604.4 RECONSTRUCTING/ADJUSTING CATCH BASIN & DROP INLET LF 14. 161.00 2,254.00 275.00 3,850.00 300.00 4,200.00 604.51 RECONSTRUCTING/ADJUSTING SEWER MANHOLES LF 17. 185.00 3,145.00 275.00 4,675.00 300.00 5,100.00 604.911 OUTLET CONTROL STRUCTURE U 1. 3,100.00 3,100.00 4,000.00 4,000.00 8,000.00 8,000.00 604.921 LEACHING CHAMBER TYPE I U 4. 2,550.00 10,200.00 2,250.00 9,000.00 2,500.00 10,000.00 604.922 LEACHING CHAMBER TYPE II U 4. 2,450.00 9,800.00 2,250.00 9,000.00 3,000.00 12,000.00 605.506 6" PERF. CORR. POLYETHYL PIPE UND. LF 5,250. 12.75 66,937.50 18.50 97,125.00 16.50 86,625.00 605.512 12" PERF. CORR. POLYETHLY PIPE UND. LF 190. 25.00 4,750.00 29.25 5,557.50 25.00 4,750.00 605.515 15" PERF. CORR. POLYETHLY PIPE UND. LF 2,050. 28.00 57,400.00 33.50 68,675.00 30.00 61,500.00 605.79 UNDERDRAIN FLUSHING BASINS EA 6. 435.00 2,610.00 400.00 2,400.00 400.00 2,400.00 606.120 BEAM GUARDRAIL (STANDARD SECTION-STEEL POST) LF 7,850. 15.35 120,497.50 15.77 123,794.50 17.00 133,450.00 606.1454 BEAM GUARDRAIL (TERM. UNIT TYPE EAGRT 50 FT.) U 1. 2,000.00 2,000.00 1,813.00 1,813.00 2,000.00 2,000.00 606.147 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) U 4. 500.00 2,000.00 353.00 1,412.00 400.00 1,600.00 606.21403 DOUBLE-FACED BEAM GUARDRAIL (THRIE BEAM) INCLUD. TRANS. SECTION LF 2,700. 33.00 89,100.00 35.07 94,689.00 38.50 103,950.00 606.322 DOUBLE FACED TRANSITION RAIL, STEEL POST U 1. 3,540.00 3,540.00 3,046.00 3,046.00 3,400.00 3,400.00 606.41231 TRANSITION SINGLE SLOPE CONCRETE BARRIER, PRECAS U 1. 3,800.00 3,800.00 4,300.00 4,300.00 5,000.00 5,000.00 606.413 SINGLE SLOPE CONCRETE MEDIAN BARRIER PRECAST LF 1,950. 63.15 123,142.50 71.00 138,450.00 85.00 165,750.00 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LF 7,200. 20.00 144,000.00 32.00 230,400.00 26.00 187,200.00 606.9512 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 2 U 3. 5,000.00 15,000.00 2,500.00 7,500.00 4,500.00 13,500.00 606.9513 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 3 U 3. 12,500.00 37,500.00 4,500.00 13,500.00 8,000.00 24,000.00 607.1 WOVEN WIRE FENCE LF 1,150. 7.25 8,337.50 6.04 6,946.00 6.65 7,647.50 607.41 POST ASSEMBLIES FOR WOVEN WIRE FENCE EA 5. 325.00 1,625.00 176.00 880.00 190.00 950.00 607.662 CHAIN LINK FENCE WITH ALUMINUM COATED STEEL FABRIC, 6 FEET HIGH LF 582. 18.66 10,860.12 18.66 10,860.12 20.00 11,640.00 10620L PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 607.6859 CHAIN LINK FENCE W/ VINYL COATED STEEL FABRIC INCL VINYL SLAT 8' (TEMP) LF 685. 38.77 26,557.45 33.48 22,933.80 37.00 25,345.00 607.689 POST ASSEMBLIES FOR CHAIN LINK FENCE, 8 FT. HIGH EA 12. 214.00 2,568.00 234.00 2,808.00 250.00 3,000.00 607.81686 16 FT. OPEN CHN LNK DBLE GTS W/ VNL CTD STEEL FAB INCL VNL SLATS 8' H TEMP EA 2. 800.00 1,600.00 1,350.00 2,700.00 1,450.00 2,900.00 608.12 2" BITUMINOUS SIDEWALK (F) SY 1,050. 17.60 18,480.00 13.00 13,650.00 12.00 12,600.00 608.24 4" CONCRETE SIDEWALK (F) SY 98. 41.00 4,018.00 45.00 4,410.00 39.00 3,822.00 608.26 6" CONCRETE SIDEWALK (F) SY 565. 41.60 23,504.00 30.00 16,950.00 40.00 22,600.00 608.28 8" CONCRETE SIDEWALK (F) SY 235. 52.40 12,314.00 35.00 8,225.00 50.00 11,750.00 608.54 DETECTABLE WARNING DEVICES, CAST IRON SY 15. 325.00 4,875.00 250.00 3,750.00 350.00 5,250.00 609.01 STRAIGHT GRANITE CURB LF 8,850. 15.00 132,750.00 18.00 159,300.00 16.00 141,600.00 609.02 CURVED GRANITE CURB LF 450. 23.00 10,350.00 26.50 11,925.00 23.00 10,350.00 609.21 STRAIGHT GRANITE SLOPE CURB LF 8,350. 10.50 87,675.00 14.00 116,900.00 11.25 93,937.50 609.216 STRAIGHT GRANITE SLOPE CURB 6" HIGH LF 1,250. 12.25 15,312.50 15.50 19,375.00 13.00 16,250.00 609.22 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS LF 62. 10.50 651.00 13.95 864.90 13.00 806.00 609.226 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS, 6" HIGH LF 69. 12.25 845.25 15.50 1,069.50 13.00 897.00 609.23 CURVED GRANITE SLOPE CURB LF 13. 50.00 650.00 52.00 676.00 50.00 650.00 609.236 CURVED GRANITE SLOPE CURB 6" HIGH LF 7. 50.00 350.00 60.00 420.00 55.00 385.00 609.3 STRAIGHT GRANITE CURB (BRIDGE) LF 238. 29.00 6,902.00 31.00 7,378.00 34.00 8,092.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 3,800. 3.50 13,300.00 3.50 13,300.00 3.25 12,350.00 609.9811 TEMPORARY BITUMINOUS CURB TYPE B (4" REVEAL) LF 1,650. 3.50 5,775.00 3.50 5,775.00 3.25 5,362.50 611.05206 6" CEMENT LINED DUCTILE IRON WATER PIPE , CL.52 LF 483. 61.00 29,463.00 45.00 21,735.00 72.00 34,776.00 611.05208 8" CEMENT LINED DUCTILE IRON WATER PIPE , CL.52 LF 45. 110.00 4,950.00 52.00 2,340.00 80.00 3,600.00 611.05212 12" CEMENT LINED DUCTILE IRON WATER PIPE , CL.52 LF 803. 84.00 67,452.00 65.00 52,195.00 90.00 72,270.00 611.05220 20" CEMENT LINED DUCTILE IRON WATER PIPE , CL.52 LF 2,327. 83.00 193,141.00 100.00 232,700.00 135.00 314,145.00 611.35236 36" DIRECT BURY CASING WITH 20" DI CL 52 CARRIER PIPE LF 18. 360.00 6,480.00 475.00 8,550.00 325.00 5,850.00 611.36024 24" CASING LF 135. 125.00 16,875.00 160.00 21,600.00 175.00 23,625.00 611.50107 3/4" COPPER WATER PIPE LF 90. 57.00 5,130.00 39.00 3,510.00 11.00 990.00 611.5011 1" COPPER WATER PIPE LF 90. 58.40 5,256.00 40.00 3,600.00 12.00 1,080.00 10620L PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 611.51007 3/4" CORPORATION STOP EA 2. 215.00 430.00 55.00 110.00 300.00 600.00 611.5101 1" CORPORATION STOP EA 3. 250.00 750.00 65.00 195.00 325.00 975.00 611.52007 3/4" CURB STOP EA 2. 200.00 400.00 92.00 184.00 250.00 500.00 611.5201 1" CURB STOP & BOX EA 3. 200.00 600.00 110.00 330.00 275.00 825.00 611.70006 6" FITTING EA 16. 290.00 4,640.00 185.00 2,960.00 500.00 8,000.00 611.70008 8" FITTING EA 2. 320.00 640.00 265.00 530.00 600.00 1,200.00 611.70012 12" FITTING EA 35. 500.00 17,500.00 535.00 18,725.00 875.00 30,625.00 611.70020 20" FITTING EA 16. 1,500.00 24,000.00 1,650.00 26,400.00 2,500.00 40,000.00 611.71006 6" GATE VALVE EA 9. 680.00 6,120.00 640.00 5,760.00 950.00 8,550.00 611.71008 8" GATE VALVE EA 1. 945.00 945.00 900.00 900.00 1,200.00 1,200.00 611.71012 12" GATE VALVE EA 6. 1,650.00 9,900.00 1,700.00 10,200.00 2,550.00 15,300.00 611.72020 20" BUTTERFLY VALVE EA 2. 4,000.00 8,000.00 4,300.00 8,600.00 9,240.00 18,480.00 611.74 CHLORINE INJECTION TAP EA 5. 740.00 3,700.00 1,375.00 6,875.00 700.00 3,500.00 611.81 HYDRANTS EA 1. 2,150.00 2,150.00 2,600.00 2,600.00 3,900.00 3,900.00 611.811 ADJUSTING/RELOCATING HYDRANTS EA 8. 1,160.00 9,280.00 1,800.00 14,400.00 2,000.00 16,000.00 611.90001 ADJUSTING WATER GATES AND SHUTOFFS SET BY OTHERS EA 3. 142.00 426.00 140.00 420.00 250.00 750.00 611.951 WATER MAIN INSULATION SY 280. 12.00 3,360.00 10.90 3,052.00 15.00 4,200.00 612.3104 SEWER MANHOLES, 4-FOOT DIAMETER VF 66.7 460.00 30,682.00 625.00 41,687.50 375.00 25,012.50 612.3506 6" PVC SEWER PIPE SDR-35 LF 25. 85.00 2,125.00 40.00 1,000.00 50.00 1,250.00 612.3515 15" PVC SEWER PIPE SDR-35 LF 527. 70.00 36,890.00 63.00 33,201.00 60.00 31,620.00 612.3518 18" PVC SEWER PIPE SDR-35 LF 299. 85.00 25,415.00 71.00 21,229.00 65.00 19,435.00 612.35230 30" DIRECT BURY CASING WITH 18" DI CARRIER PIPE LF 18. 355.00 6,390.00 350.00 6,300.00 300.00 5,400.00 612.43015 15" DUCTILE IRON SEWER PIPE, CLASS 52 LF 25. 140.00 3,500.00 105.00 2,625.00 110.00 2,750.00 612.43018 18" DUCTILE IRON SEWER PIPE, CLASS 52 LF 66. 126.00 8,316.00 107.00 7,062.00 100.00 6,600.00 612.6103 3" PVC DR-18 PRESSURE PIPE LF 370. 30.00 11,100.00 29.00 10,730.00 60.00 22,200.00 612.951 SEWER MAIN INSULATION SY 122. 12.00 1,464.00 45.00 5,490.00 15.00 1,830.00 613.44 STORMWATER TREATMENT SYSTEM (LEVEL 4) U 1. 11,000.00 11,000.00 16,500.00 16,500.00 25,000.00 25,000.00 613.46 STORMWATER TREATMENT SYSTEM (LEVEL 6) U 1. 26,200.00 26,200.00 30,000.00 30,000.00 45,000.00 45,000.00 613.49 STORMWATER TREATMENT SYSTEM (LEVEL 9) U 1. 42,600.00 42,600.00 60,000.00 60,000.00 65,000.00 65,000.00 614.331 3" STEEL CONDUIT LF 605. 12.50 7,562.50 12.50 7,562.50 14.00 8,470.00 614.3429 4 INCH 2-DUCT STEEL CONDUIT (BRIDGE) LF 122. 75.00 9,150.00 75.00 9,150.00 80.00 9,760.00 614.511 CONCRETE PULL BOX 14" EA 24. 290.00 6,960.00 290.00 6,960.00 325.00 7,800.00 614.523 MOLDED PULL BOX 17"X30" EA 18. 325.00 5,850.00 325.00 5,850.00 350.00 6,300.00 614.7314 3" PVC PLASTIC CONDUIT, SCHEDULE 40 LF 1,850. 6.25 11,562.50 6.25 11,562.50 7.00 12,950.00 614.7318 3" PVC PLASTIC CONDUIT, SCHEDULE 80 LF 250. 13.00 3,250.00 13.00 3,250.00 14.00 3,500.00 614.7324 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 835. 7.00 5,845.00 7.00 5,845.00 7.50 6,262.50 10620L PAGE 9 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 614.7328 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 770. 15.00 11,550.00 15.00 11,550.00 16.00 12,320.00 614.7424 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 3,750. 9.00 33,750.00 9.00 33,750.00 10.00 37,500.00 614.7428 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 240. 16.50 3,960.00 16.50 3,960.00 18.00 4,320.00 615.003 REMOVING TRAFFIC SIGN U 32. 50.00 1,600.00 25.00 800.00 52.00 1,664.00 615.01 TRAFFIC SIGN TYPE A (F) SF 56. 90.00 5,040.00 75.00 4,200.00 95.00 5,320.00 615.012 TRAFFIC SIGN TYPE A, BREAKAWAY MOUNTS (F) SF 255. 86.00 21,930.00 51.50 13,132.50 90.00 22,950.00 615.014 RELOCATING TRAFFIC SIGN, TYPE A U 5. 3,200.00 16,000.00 1,200.00 6,000.00 3,500.00 17,500.00 615.02 TRAFFIC SIGN TYPE B (F) SF 109. 63.00 6,867.00 68.00 7,412.00 65.00 7,085.00 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) SF 157. 76.50 12,010.50 96.50 15,150.50 80.00 12,560.00 615.024 RELOCATING TRAFFIC SIGN, TYPE B U 1. 1,500.00 1,500.00 800.00 800.00 1,600.00 1,600.00 615.03 TRAFFIC SIGN TYPE C (F) SF 407.8 36.00 14,680.80 66.25 27,016.75 38.00 15,496.40 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 1. 100.00 100.00 150.00 150.00 110.00 110.00 615.04 TRAFFIC SIGN TYPE AA (F) SF 1,183. 16.00 18,928.00 18.00 21,294.00 17.00 20,111.00 615.05 TRAFFIC SIGN TYPE BB (F) SF 5. 15.00 75.00 12.00 60.00 16.00 80.00 615.06 TRAFFIC SIGN TYPE CC (F) SF 57.4 10.00 574.00 10.00 574.00 11.00 631.40 615.10001 FULL TRAFFIC SIGN STRUCTURE U 1. 94,300.00 94,300.00 84,500.00 84,500.00 90,000.00 90,000.00 615.10002 FULL TRAFFIC SIGN STRUCTURE U 1. 108,000.00 108,000.00 108,500.00 108,500.00 110,000.00 110,000.00 616.101 TRAFFIC SIGNALS U 1. 73,650.00 73,650.00 73,650.00 73,650.00 80,000.00 80,000.00 616.102 TRAFFIC SIGNALS U 1. 80,800.00 80,800.00 80,800.00 80,800.00 85,000.00 85,000.00 616.122 COMMUNICATIONS CABLE LF 1,250. 1.75 2,187.50 1.75 2,187.50 1.90 2,375.00 616.141 COMPUTER EQUIPMENT AND SOFTWARE U 1. 6,900.00 6,900.00 6,900.00 6,900.00 7,500.00 7,500.00 616.95 INSTALL TRAFFIC STUDY EQUIPMENT U 1. 3,000.00 3,000.00 3,000.00 3,000.00 3,300.00 3,300.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 516,000.00 516,000.00 516,000.00 516,000.00 516,000.00 516,000.00 618.7 FLAGGERS HR 6,200. 23.00 142,600.00 21.00 130,200.00 16.00 99,200.00 619.1 MAINTENANCE OF TRAFFIC U 1. 135,000.00 135,000.00 385,000.00 385,000.00 300,000.00 300,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 6. 12,500.00 75,000.00 22,500.00 135,000.00 25,000.00 150,000.00 621.1 RETROREFLECTIVE MEDIAN BARRIER DELINEATOR EA 40. 15.00 600.00 15.00 600.00 16.00 640.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 142. 4.00 568.00 3.65 518.30 4.00 568.00 621.31 SINGLE DELINEATOR WITH POST EA 181. 30.00 5,430.00 28.00 5,068.00 31.00 5,611.00 621.32 DOUBLE DELINEATOR WITH POST EA 27. 32.00 864.00 38.00 1,026.00 41.00 1,107.00 622.1 STEEL WITNESS MARKERS EA 27. 25.00 675.00 24.00 648.00 27.00 729.00 622.2 CONCRETE BOUNDS EA 49. 300.00 14,700.00 186.00 9,114.00 205.00 10,045.00 10620L PAGE 10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 6. 600.00 3,600.00 600.00 3,600.00 650.00 3,900.00 625.52 LIGHT POLE (HIGHWAY) U 1. 2,100.00 2,100.00 2,100.00 2,100.00 2,300.00 2,300.00 625.522 LIGHT POLE (HIGHWAY ) WITHOUT BREAK-AWAY BASE U 4. 1,875.00 7,500.00 1,875.00 7,500.00 2,100.00 8,400.00 625.62 RESET LIGHT POLE HIGHWAY EA 1. 550.00 550.00 550.00 550.00 600.00 600.00 628.2 SAWED BITUMINOUS PAVEMENT LF 5,300. 1.50 7,950.00 1.25 6,625.00 1.75 9,275.00 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 47,350. .09 4,261.50 .10 4,735.00 .10 4,735.00 632.0106 RETROREFLECTIVE PAINT PAVE. MARKING, 6" LINE LF 53,450. .14 7,483.00 .12 6,414.00 .15 8,017.50 632.0112 RETROREFLECTIVE PAINT PAVE. MARKING, 12" LINE LF 1,300. .55 715.00 .45 585.00 .60 780.00 632.3104 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 4" LINE LF 1,250. .40 500.00 .45 562.50 .45 562.50 632.3106 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 6" LINE LF 990. .65 643.50 .60 594.00 .75 742.50 632.3112 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 12" LINE LF 1,550. 1.35 2,092.50 1.40 2,170.00 1.45 2,247.50 632.3118 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 18" LINE LF 350. 2.05 717.50 1.95 682.50 2.25 787.50 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD SF 680. 3.95 2,686.00 3.85 2,618.00 4.25 2,890.00 632.9104 OBLITERATE PAVEMENT MARKING, 4" LINE LF 4,700. .35 1,645.00 .30 1,410.00 .38 1,786.00 632.9106 OBLITERATE PAVEMENT MARKING, 6" LINE LF 1,900. .45 855.00 .40 760.00 .50 950.00 632.9118 OBLITERATE PAVEMENT MARKING, 18" LINE LF 15. 1.15 17.25 2.00 30.00 1.25 18.75 641. LOAM CY 1,200. 30.00 36,000.00 18.00 21,600.00 18.00 21,600.00 643.22 FERTILIZER FOR REFERTIL- IZATION TON 9. 200.00 1,800.00 200.00 1,800.00 210.00 1,890.00 645.3 EROSION STONE TON 4,000. 16.00 64,000.00 25.00 100,000.00 25.00 100,000.00 645.44 TEMPORARY SLOPE STABILIZATION TYPE D (WILDLIFE FRIENDLY) SY 111,100. 1.40 155,540.00 1.10 122,210.00 1.15 127,765.00 645.45 PERMANENT CHANNEL STABILIZATION TYPE A SY 6,950. 2.60 18,070.00 2.25 15,637.50 2.35 16,332.50 645.531 SILT FENCE LF 7,300. 3.15 22,995.00 3.00 21,900.00 2.75 20,075.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 6,000.00 6,000.00 3,000.00 3,000.00 5,000.00 5,000.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS HR 1,350. 50.00 67,500.00 55.00 74,250.00 55.00 74,250.00 646.31 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS SY 111,400. .31 34,534.00 .31 34,534.00 .33 36,762.00 647.1 HUMUS CY 11,200. 25.00 280,000.00 14.00 156,800.00 13.50 151,200.00 10620L PAGE 11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 647.22 HUMUS, INTERMIXED, 2" DEE CY 21. 70.00 1,470.00 30.00 630.00 50.00 1,050.00 647.29 WETLAND HUMUS 8" CY 93. 30.00 2,790.00 20.00 1,860.00 30.00 2,790.00 651.34061 PICEA GLAUCA WHITE SPRUCE 6 FT B&B EA 110. 130.00 14,300.00 130.00 14,300.00 145.00 15,950.00 670.104 TEMPORARY PORTABLE LIGHTING U 2. 35,000.00 70,000.00 16,000.00 32,000.00 15,000.00 30,000.00 678.2 IMPACT ATTENUATION DEVICE (TEST LEVEL 3) U 1. 24,675.00 24,675.00 30,000.00 30,000.00 10,000.00 10,000.00 678.201 IMPACT ATTENUATOR FOUNDATION PAD U 1. 1,205.00 1,205.00 2,800.00 2,800.00 5,000.00 5,000.00 692. MOBILIZATION U 1. 907,500.00 907,500.00 1,463,750.00 1,463,750.00 1,505,000.00 1,505,000.00 698.11 FIELD OFFICE TYPE A MON 38. 1,200.00 45,600.00 1,453.68 55,239.84 2,000.00 76,000.00 698.2 PHYSICAL TESTING LABORATORY MON 38. 600.00 22,800.00 530.20 20,147.60 900.00 34,200.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 120,000.00 120,000.00 120,000.00 120,000.00 120,000.00 120,000.00 1008.53 ALTERATIONS AND ADDITIONS AS NEEDED - INVASIVE SPECIES MANAGEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1008.8 ALTERATIONS AND ADDITIONS AS NEEDED - WINTER MAINTENANCE $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 1009.1 PROJECT HEALTH AND SAFETY PLAN $ 1. 4,985.00 4,985.00 4,985.00 4,985.00 4,985.00 4,985.00 1009.21 TREAMENT OR DISPOSAL OF CONTAMINATED GROUNDWATER (FRAC TANK) $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 1010.15 FUEL ADJUSTMENT $ 1. 250,000.00 250,000.00 250,000.00 250,000.00 250,000.00 250,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 75,000.00 75,000.00 75,000.00 75,000.00 75,000.00 75,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA ASPHALT $ 1. 166,000.00 166,000.00 166,000.00 166,000.00 166,000.00 166,000.00 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 $18,142,852.02 $19,561,015.51 $20,890,293.10 STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION A-PS&E COMPARISION PROJECT: ROCHESTER 10620L COUNTIES AND CODES: STRAFFORD 017 DATE BIDS OPEN: APRIL 8, 2010 SCOPE OF WORK: ROAD AND BRIDGE REHABILITATION LOCATION: SPAULDING TURNPIKE (NH ROUTE 16) COMPLETION DATE: JUNE 28, 2013 A ALVIN J COLEMAN & SON INC. 9NH ROUTE 113, CONWAY, NH 03818 $16,595,672.18 B SUR CONSTRUCTION, INC. 233 CHESTNUT HILL ROAD, ROCHESTER, NH 03867 $17,030,898.00 C R.S. AUDLEY, INC. 609 RT 3A, BOW, NH 03304 $17,571,119.75 D SEVERINO TRUCKING CO., INC. PO BOX 202, CANDIA, NH 03034 $18,142,852.02 E PIKE INDUSTRIES, INC. 3 EASTGATE PARK RD., BELMONT, NH 03220 $19,561,015.51 F WEAVER BROS. CONSTRUCTION CO. INC. PO BOX 1326, CONCORD, NH 03302 $20,890,293.10 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 12. 4,170.00 50,040.00 3,800.00 45,600.00 4,440.00 201.21 REMOVING SMALL TREES EA 30. 206.00 6,180.00 211.20 6,336.00 -156.00 201.22 REMOVING LARGE TREES EA 1. 515.00 515.00 213.00 213.00 302.00 201.6 CLEARING FOR FENCE LINES (F) A 1. 1,545.00 1,545.00 3,530.00 3,530.00 -1,985.00 201.8811 INVASIVE SPECIES CONTROL, TYPE I A 2.5 1,545.00 3,862.50 1,880.00 4,700.00 -837.50 201.8821 INVASIVE SPECIES CONTROL, TYPE II A 1. 1,545.00 1,545.00 2,100.00 2,100.00 -555.00 202.31 FILL ABANDONED PIPE CY 290.2 50.00 14,510.00 176.00 51,075.20 -36,565.20 202.32 FILL ABANDONED STRUCTURE CY 213. 50.00 10,650.00 130.00 27,690.00 -17,040.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 435. 8.35 3,632.25 12.00 5,220.00 -1,587.75 202.42 REMOVAL OF EXISTING PIPE OVER 24" DIAMETER LF 115. 9.40 1,081.00 13.00 1,495.00 -414.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 3. 148.00 444.00 271.30 813.90 -369.90 202.501 REMOVAL OF SPECIAL CATCH BASINS, DROP INLETS, AND MANHOLES EA 3. 148.00 444.00 300.00 900.00 -456.00 202.7 REMOVAL OF GUARDRAIL (F) LF 5,050. 1.15 5,807.50 1.60 8,080.00 -2,272.50 202.851 REMOVAL OF FLASHING BEACON U 1. 515.00 515.00 5,000.00 5,000.00 -4,485.00 10620L PAGE 2 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 202.852 REMOVAL OF TRAFFIC SIGNAL U 1. 2,680.00 2,680.00 10,000.00 10,000.00 -7,320.00 203.1 COMMON EXCAVATION CY 138,400. 5.10 705,840.00 4.20 581,280.00 124,560.00 203.17 PREPARE SURFACE FOR PAVING SY 1,370. .75 1,027.50 7.50 10,275.00 -9,247.50 203.199 TEMPORARY COMMON EXCAVATION CY 2,650. 7.95 21,067.50 20.00 53,000.00 -31,932.50 203.2 ROCK EXCAVATION CY 38,650. 5.10 197,115.00 11.00 425,150.00 -228,035.00 203.35 HANDLING EXCAVATED, CONTAMINATED SOILS (DEPARTMENT DISPOSAL) CY 1,050. 5.00 5,250.00 14.30 15,015.00 -9,765.00 203.353 HANDLING EXCAVATED SOLID WASTE AND CONTAMINATED SOIL CY 79. 173.00 13,667.00 75.00 5,925.00 7,742.00 203.4 MUCK EXCAVATION CY 805. 5.00 4,025.00 8.00 6,440.00 -2,415.00 203.52 IMPERVIOUS MATERIAL (F) CY 1,950. 18.05 35,197.50 12.00 23,400.00 11,797.50 203.5554 GUARDRAIL 50' EAGRT PLATFORM U 1. 775.00 775.00 951.86 951.86 -176.86 203.6 EMBANKMENT-IN-PLACE (F) CY 247,300. 4.00 989,200.00 6.00 1,483,800.00 -494,600.00 203.699 TEMPORARY EMBANKMENT-IN- PLACE CY 450. 8.00 3,600.00 7.66 3,447.00 153.00 203.81 PRESPLITTING HOLES LF 22,400. .26 5,824.00 6.10 136,640.00 -130,816.00 206.1 COMMON STRUCTURE EXCAVATION CY 1,010. 7.50 7,575.00 11.05 11,160.50 -3,585.50 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 425. 10.00 4,250.00 31.50 13,387.50 -9,137.50 206.2 ROCK STRUCTURE EXCAVATION CY 3,150. 15.45 48,667.50 26.00 81,900.00 -33,232.50 209.1 GRANULAR BACKFILL CY 4,650. 2.00 9,300.00 15.70 73,005.00 -63,705.00 209.2 GRANULAR BACKFILL (BRIDGE) CY 3,850. 5.00 19,250.00 25.00 96,250.00 -77,000.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 4,500. 29.15 131,175.00 25.00 112,500.00 18,675.00 214. FINE GRADING U 1. 88,250.00 88,250.00 116,380.00 116,380.00 -28,130.00 304.1 SAND (F) CY 39,050. 10.65 415,882.50 14.05 548,652.50 -132,770.00 304.102 ADDITIONAL SAND (F) CY 325. 10.65 3,461.25 15.00 4,875.00 -1,413.75 304.2 GRAVEL (F) CY 41,300. 13.15 543,095.00 12.00 495,600.00 47,495.00 304.201 GRAVEL CY 805. 13.15 10,585.75 15.60 12,558.00 -1,972.25 304.3 CRUSHED GRAVEL (F) CY 285. 17.45 4,973.25 18.20 5,187.00 -213.75 304.31 CRUSHED GRAVEL FOR SHIMMING CY 395. 18.30 7,228.50 19.00 7,505.00 -276.50 304.35 CRUSHED GRAVEL FOR DRIVES CY 2,300. 17.45 40,135.00 22.50 51,750.00 -11,615.00 304.4 CRUSHED STONE (FINE GRADATION) (F) CY 21,700. 16.90 366,730.00 22.00 477,400.00 -110,670.00 304.499 TEMPORARY CRUSHED STONE (FINE GRADATION) CY 2,550. 18.00 45,900.00 22.00 56,100.00 -10,200.00 304.5 CRUSHED STONE (COARSE GRADATION) (F) CY 18,150. 14.10 255,915.00 22.00 399,300.00 -143,385.00 315.5 CRUSHED STONE (ENERGY-ABSORBING MATERIAL) CY 335. 24.90 8,341.50 22.50 7,537.50 804.00 403.11001 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 1) TON 17,350. 62.00 1,075,700.00 76.00 1,318,600.00 -242,900.00 10620L PAGE 3 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) TON 21,300. 62.00 1,320,600.00 71.00 1,512,300.00 -191,700.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 1,700. 112.00 190,400.00 122.33 207,961.00 -17,561.00 403.4 MATERIALS TRANSFER VEHICLE (MTV) TON 29,250. 1.65 48,262.50 1.30 38,025.00 10,237.50 403.6 PAVEMENT JOINT ADHESIVE LF 70,650. .26 18,369.00 .30 21,195.00 -2,826.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 1" BASE COURSE (F) TON 94. 153.00 14,382.00 160.00 15,040.00 -658.00 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD TON 300. 70.55 21,165.00 72.00 21,600.00 -435.00 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 885. 65.40 57,879.00 72.00 63,720.00 -5,841.00 417. COLD PLANING BITUMINOUS SURFACES SY 19,700. 3.10 61,070.00 2.40 47,280.00 13,790.00 502. REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 50,000.00 50,000.00 200,000.00 200,000.00 -150,000.00 503.1 WATER DIVERSION STRUCTURES U 1. 10,000.00 10,000.00 5,750.00 5,750.00 4,250.00 503.201 COFFERDAMS U 1. 124,000.00 124,000.00 100,000.00 100,000.00 24,000.00 503.301 COFFERDAMS WITH SHEETING LEFT-IN-PLACE U 2. 23,150.00 46,300.00 50,000.00 100,000.00 -53,700.00 504.1 COMMON BRIDGE EXCAVATION (F) CY 5,530. 9.00 49,770.00 11.00 60,830.00 -11,060.00 504.2 ROCK BRIDGE EXCAVATION CY 1,500. 41.20 61,800.00 50.00 75,000.00 -13,200.00 508. STRUCTURAL FILL CY 751. 25.00 18,775.00 35.00 26,285.00 -7,510.00 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) CY 350. 154.00 53,900.00 350.00 122,500.00 -68,600.00 520.1 CONCRETE CLASS A CY 5.2 154.00 800.80 671.50 3,491.80 -2,691.00 520.12 CONCRETE CLASS A, ABOVE FOOTINGS (F) CY 1,360. 382.00 519,520.00 525.00 714,000.00 -194,480.00 520.2 CONCRETE CLASS B CY 150. 206.00 30,900.00 300.00 45,000.00 -14,100.00 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) CY 830. 292.00 242,360.00 270.00 224,100.00 18,260.00 520.421 CONCRETE CLASS F, FLOWABLE FILL, EXCAVATABLE CY 23.9 77.25 1,846.28 195.00 4,660.50 -2,814.22 520.70026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 540. 747.00 403,380.00 850.00 459,000.00 -55,620.00 534.3 WATER REPELLENT (SILANE/ SILOXANE) GAL 200. 77.25 15,450.00 100.00 20,000.00 -4,550.00 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) SY 175. 41.20 7,210.00 45.00 7,875.00 -665.00 538.6 BARRIER MEMBRANE, WELDED BY TORCH, MACHINE METHOD (F) SY 1,600. 18.50 29,600.00 25.00 40,000.00 -10,400.00 541.2 PVC WATERSTOPS, NH TYPE 2 (F) LF 195. 10.30 2,008.50 10.00 1,950.00 58.50 541.3 PVC WATERSTOPS, NH TYPE 3 (F) LF 50. 10.30 515.00 10.00 500.00 15.00 10620L PAGE 4 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LF 170. 10.30 1,751.00 10.00 1,700.00 51.00 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LF 354. 10.30 3,646.20 10.00 3,540.00 106.20 544. REINFORCING STEEL (F) LB 152,535. .84 128,129.40 1.25 190,668.75 -62,539.35 544.1 REINFORCING STEEL (ROADWAY) LB 12,650. .88 11,132.00 1.50 18,975.00 -7,843.00 544.2 REINFORCING STEEL, EPOXY COATED (F) LB 204,600. .92 188,232.00 1.50 306,900.00 -118,668.00 544.21 REINFORCING STEEL, EPOXY COATED,MECHANICAL CONNECTORS (F) LB 9,043. 1.55 14,016.65 2.25 20,346.75 -6,330.10 547. SHEAR CONNECTORS (F) EA 3,315. 4.00 13,260.00 5.00 16,575.00 -3,315.00 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 26. 1,920.00 49,920.00 1,600.00 41,600.00 8,320.00 550.101 STRUCTURAL STEEL (F) LB 374,000. 1.90 710,600.00 2.00 748,000.00 -37,400.00 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LF 346. 92.70 32,074.20 100.00 34,600.00 -2,525.80 563.223 BRIDGE RAIL T2 WITH SNOW SCREENING (F) LF 238. 147.00 34,986.00 150.00 35,700.00 -714.00 565.222 BRIDGE APPROACH RAIL T2 (STEEL POSTS) (F) LF 120. 150.00 18,000.00 150.00 18,000.00 570.4 MORTAR RUBBLE MASONRY (F) CY 130. 412.00 53,560.00 500.00 65,000.00 -11,440.00 582.1 SLOPE PAVING WITH CONCRETE (F) SY 600. 41.20 24,720.00 50.00 30,000.00 -5,280.00 585.2 STONE FILL, CLASS B CY 690. 19.35 13,351.50 23.00 15,870.00 -2,518.50 585.3 STONE FILL, CLASS C CY 370. 19.15 7,085.50 22.40 8,288.00 -1,202.50 585.5 STONE FILL, CLASS E CY 280. 40.25 11,270.00 27.00 7,560.00 3,710.00 585.7 STONE FILL, CLASS G CY 47. 45.90 2,157.30 33.00 1,551.00 606.30 592.1 MECHANICALLY STABILIZED EARTH RETAINING WALL SF 7,300. 34.60 252,580.00 35.00 255,500.00 -2,920.00 593.411 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN SY 690. 8.00 5,520.00 2.60 1,794.00 3,726.00 593.431 GEOTEXTILE; PERM. CONTROL CL. 3, NON-WOVEN SY 820. 6.00 4,920.00 1.30 1,066.00 3,854.00 603.00212 12" R.C. PIPE, 2000D LF 54. 27.00 1,458.00 32.00 1,728.00 -270.00 603.00215 15" R.C. PIPE, 2000D LF 6,500. 29.25 190,125.00 32.00 208,000.00 -17,875.00 603.00218 18" R.C. PIPE, 2000D LF 2,250. 33.40 75,150.00 39.04 87,840.00 -12,690.00 603.00224 24" R.C. PIPE, 2000D LF 2,650. 38.95 103,217.50 49.00 129,850.00 -26,632.50 603.00230 30" R.C. PIPE, 2000D LF 1,300. 54.25 70,525.00 61.80 80,340.00 -9,815.00 603.00236 36" R.C. PIPE, 2000D LF 720. 65.20 46,944.00 80.00 57,600.00 -10,656.00 603.00242 42" R.C. PIPE, 2000D LF 545. 78.90 43,000.50 102.18 55,688.10 -12,687.60 603.04319 19" X 30" REINFORCED CONCRETE HORIZONTAL ELLIPTICAL PIPE, 3000D LF 120. 142.00 17,040.00 300.00 36,000.00 -18,960.00 603.30115 15" R.C. END SECTIONS EA 1. 526.00 526.00 506.00 506.00 20.00 603.30118 18" R.C. END SECTIONS EA 3. 551.00 1,653.00 627.10 1,881.30 -228.30 603.36112 12" ALUMINIZED STEEL END SECTION EA 3. 247.00 741.00 184.30 552.90 188.10 603.36115 15" ALUMINIZED STEEL END EA 7. 276.00 1,932.00 219.80 1,538.60 393.40 603.36118 18" ALUMINIZED STEEL END SECTION EA 1. 327.00 327.00 281.00 281.00 46.00 10620L PAGE 5 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 603.36124 24" ALUMINIZED STEEL END SECTION EA 2. 420.00 840.00 423.50 847.00 -7.00 603.36130 30" ALUMINZED STEEL END SECTION EA 3. 711.00 2,133.00 572.50 1,717.50 415.50 603.36136 36" ALUMINIZED STEEL END SECTION EA 1. 898.00 898.00 1,350.00 1,350.00 -452.00 603.44012 12" CORR. POLYETHYLENE PIPE FOR SLOPE DRAINAGE LF 28. 28.05 785.40 31.50 882.00 -96.60 603.44015 15" CORRUGATED POLYETHLENE PIPE FOR SLOPE DRAIN LF 54. 29.70 1,603.80 27.70 1,495.80 108.00 603.83212 12" PLASTIC PIPE (SMOOTH INTERIOR) LF 19. 32.15 610.85 25.20 478.80 132.05 603.83215 15" PLASTIC PIPE (SMOOTH INTERIOR) LF 785. 22.20 17,427.00 26.20 20,567.00 -3,140.00 603.83218 18" PLASTIC PIPE (SMOOTH INTERIOR) LF 77. 28.90 2,225.30 29.70 2,286.90 -61.60 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 265. 32.70 8,665.50 40.00 10,600.00 -1,934.50 603.83230 30" PLASTIC PIPE (SMOOTH INTERIOR) LF 255. 42.45 10,824.75 55.50 14,152.50 -3,327.75 603.83236 36" PLASTIC PIPE (SMOOTH INTERIOR) LF 88. 50.70 4,461.60 61.20 5,385.60 -924.00 604.0007 POLYETHYLENE LINER EA 162. 141.00 22,842.00 145.00 23,490.00 -648.00 604.11 CATCH BASINS TYPE A 4' DIA. U 71.3 1,395.00 99,463.50 1,190.00 84,847.00 14,616.50 604.115 CATCH BASINS TYPE A, 5-FOOT DIAMETER U 32.4 2,045.00 66,258.00 1,627.00 52,714.80 13,543.20 604.116 CATCH BASINS TYPE A, 6-FOOT DIAMETER U 1.3 2,465.00 3,204.50 2,000.00 2,600.00 604.50 604.12 CATCH BASINS TYPE B 4' DIA. U 69.6 1,395.00 97,092.00 1,800.00 125,280.00 -28,188.00 604.1210 CATCH BASIN TYPE B, 10' DIA U 1.3 5,715.00 7,429.50 7,000.00 9,100.00 -1,670.50 604.125 CATCH BASINS TYPE B, 5-FOOT DIAMETER U 8.8 2,045.00 17,996.00 2,267.00 19,949.60 -1,953.60 604.126 CATCH BASINS TYPE B, 6-FOOT DIAMETER U 12.8 2,380.00 30,464.00 3,040.00 38,912.00 -8,448.00 604.128 CATCH BASINS TYPE B, 8-FOOT DIAMETER U 6.9 4,240.00 29,256.00 3,750.50 25,878.45 3,377.55 604.15 CATCH BASINS TYPE E 4' DIA. U 9.3 1,395.00 12,973.50 1,916.00 17,818.80 -4,845.30 604.155 CATCH BASINS TYPE E, 5-FOOT DIAMETER U 1. 2,045.00 2,045.00 2,315.80 2,315.80 -270.80 604.156 CATCH BASINS TYPE E, 6-FOOT DIAMETER U 1. 2,495.00 2,495.00 3,050.00 3,050.00 -555.00 604.32 DRAINAGE MANHOLES U 8. 1,395.00 11,160.00 1,736.00 13,888.00 -2,728.00 604.325 DRAINAGE MANHOLES, 5-FOOT DIAMETER U 5.2 2,045.00 10,634.00 2,408.00 12,521.60 -1,887.60 604.326 DRAINAGE MANHOLES, 6-FOOT U 3.3 2,410.00 7,953.00 3,255.00 10,741.50 -2,788.50 604.328 DRAINAGE MANHOLES, 8-FOOT U 1.4 4,890.00 6,846.00 3,500.50 4,900.70 1,945.30 10620L PAGE 6 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 604.391 SPECIAL MANHOLES U 2. 11,450.00 22,900.00 8,000.00 16,000.00 6,900.00 604.4 RECONSTRUCTING/ADJUSTING CATCH BASIN & DROP INLET LF 14. 254.00 3,556.00 287.60 4,026.40 -470.40 604.51 RECONSTRUCTING/ADJUSTING SEWER MANHOLES LF 17. 254.00 4,318.00 432.00 7,344.00 -3,026.00 604.911 OUTLET CONTROL STRUCTURE U 1. 2,045.00 2,045.00 6,056.00 6,056.00 -4,011.00 604.921 LEACHING CHAMBER TYPE I U 4. 3,080.00 12,320.00 6,056.00 24,224.00 -11,904.00 604.922 LEACHING CHAMBER TYPE II U 4. 2,950.00 11,800.00 6,056.00 24,224.00 -12,424.00 605.506 6" PERF. CORR. POLYETHYL PIPE UND. LF 5,250. 10.30 54,075.00 15.00 78,750.00 -24,675.00 605.512 12" PERF. CORR. POLYETHLY PIPE UND. LF 190. 15.75 2,992.50 22.40 4,256.00 -1,263.50 605.515 15" PERF. CORR. POLYETHLY PIPE UND. LF 2,050. 17.10 35,055.00 22.00 45,100.00 -10,045.00 605.79 UNDERDRAIN FLUSHING BASINS EA 6. 351.00 2,106.00 339.80 2,038.80 67.20 606.120 BEAM GUARDRAIL (STANDARD SECTION-STEEL POST) LF 7,850. 16.25 127,562.50 16.00 125,600.00 1,962.50 606.1454 BEAM GUARDRAIL (TERM. UNIT TYPE EAGRT 50 FT.) U 1. 1,865.00 1,865.00 2,010.00 2,010.00 -145.00 606.147 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) U 4. 364.00 1,456.00 505.80 2,023.20 -567.20 606.21403 DOUBLE-FACED BEAM GUARDRAIL (THRIE BEAM) INCLUD. TRANS. SECTION LF 2,700. 36.10 97,470.00 34.40 92,880.00 4,590.00 606.322 DOUBLE FACED TRANSITION RAIL, STEEL POST U 1. 3,135.00 3,135.00 4,000.00 4,000.00 -865.00 606.41231 TRANSITION SINGLE SLOPE CONCRETE BARRIER, PRECAS U 1. 4,635.00 4,635.00 5,435.00 5,435.00 -800.00 606.413 SINGLE SLOPE CONCRETE MEDIAN BARRIER PRECAST LF 1,950. 75.00 146,250.00 80.00 156,000.00 -9,750.00 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LF 7,200. 10.00 72,000.00 20.80 149,760.00 -77,760.00 606.9512 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 2 U 3. 4,585.00 13,755.00 4,500.00 13,500.00 255.00 606.9513 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 3 U 3. 7,155.00 21,465.00 7,417.80 22,253.40 -788.40 607.1 WOVEN WIRE FENCE LF 1,150. 6.20 7,130.00 5.80 6,670.00 460.00 607.41 POST ASSEMBLIES FOR WOVEN WIRE FENCE EA 5. 181.00 905.00 158.30 791.50 113.50 607.662 CHAIN LINK FENCE WITH ALUMINUM COATED STEEL FABRIC, 6 FEET HIGH LF 582. 19.15 11,145.30 31.00 18,042.00 -6,896.70 607.6859 CHAIN LINK FENCE W/ VINYL COATED STEEL FABRIC INCL VINYL SLAT 8' (TEMP) LF 685. 34.50 23,632.50 50.00 34,250.00 -10,617.50 607.689 POST ASSEMBLIES FOR CHAIN LINK FENCE, 8 FT. HIGH EA 12. 241.00 2,892.00 250.00 3,000.00 -108.00 607.81686 16 FT. OPEN CHN LNK DBLE GTS W/ VNL CTD STEEL FAB INCL VNL SLATS 8' H TEMP EA 2. 1,390.00 2,780.00 1,300.00 2,600.00 180.00 10620L PAGE 7 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 608.12 2" BITUMINOUS SIDEWALK (F) SY 1,050. 13.40 14,070.00 14.80 15,540.00 -1,470.00 608.24 4" CONCRETE SIDEWALK (F) SY 98. 37.05 3,630.90 37.10 3,635.80 -4.90 608.26 6" CONCRETE SIDEWALK (F) SY 565. 39.15 22,119.75 42.00 23,730.00 -1,610.25 608.28 8" CONCRETE SIDEWALK (F) SY 235. 49.45 11,620.75 51.30 12,055.50 -434.75 608.54 DETECTABLE WARNING DEVICES, CAST IRON SY 15. 335.00 5,025.00 366.60 5,499.00 -474.00 609.01 STRAIGHT GRANITE CURB LF 8,850. 15.35 135,847.50 15.30 135,405.00 442.50 609.02 CURVED GRANITE CURB LF 450. 22.65 10,192.50 23.50 10,575.00 -382.50 609.21 STRAIGHT GRANITE SLOPE CURB LF 8,350. 11.00 91,850.00 11.70 97,695.00 -5,845.00 609.216 STRAIGHT GRANITE SLOPE CURB 6" HIGH LF 1,250. 12.65 15,812.50 14.30 17,875.00 -2,062.50 609.22 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS LF 62. 11.00 682.00 11.50 713.00 -31.00 609.226 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS, 6" HIGH LF 69. 12.65 872.85 13.90 959.10 -86.25 609.23 CURVED GRANITE SLOPE CURB LF 13. 46.35 602.55 51.50 669.50 -66.95 609.236 CURVED GRANITE SLOPE CURB 6" HIGH LF 7. 51.50 360.50 53.00 371.00 -10.50 609.3 STRAIGHT GRANITE CURB (BRIDGE) LF 238. 30.90 7,354.20 30.00 7,140.00 214.20 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 3,800. 4.10 15,580.00 4.00 15,200.00 380.00 609.9811 TEMPORARY BITUMINOUS CURB TYPE B (4" REVEAL) LF 1,650. 4.10 6,765.00 5.00 8,250.00 -1,485.00 611.05206 6" CEMENT LINED DUCTILE IRON WATER PIPE , CL.52 LF 483. 38.00 18,354.00 50.80 24,536.40 -6,182.40 611.05208 8" CEMENT LINED DUCTILE IRON WATER PIPE , CL.52 LF 45. 50.40 2,268.00 56.90 2,560.50 -292.50 611.05212 12" CEMENT LINED DUCTILE IRON WATER PIPE , CL.52 LF 803. 57.75 46,373.25 68.20 54,764.60 -8,391.35 611.05220 20" CEMENT LINED DUCTILE IRON WATER PIPE , CL.52 LF 2,327. 94.60 220,134.20 131.00 304,837.00 -84,702.80 611.35236 36" DIRECT BURY CASING WITH 20" DI CL 52 CARRIER PIPE LF 18. 295.00 5,310.00 325.00 5,850.00 -540.00 611.36024 24" CASING LF 135. 159.00 21,465.00 536.00 72,360.00 -50,895.00 611.50107 3/4" COPPER WATER PIPE LF 90. 20.00 1,800.00 23.00 2,070.00 -270.00 611.5011 1" COPPER WATER PIPE LF 90. 25.00 2,250.00 22.30 2,007.00 243.00 611.51007 3/4" CORPORATION STOP EA 2. 110.00 220.00 113.00 226.00 -6.00 611.5101 1" CORPORATION STOP EA 3. 120.00 360.00 210.50 631.50 -271.50 611.52007 3/4" CURB STOP EA 2. 110.00 220.00 171.00 342.00 -122.00 611.5201 1" CURB STOP & BOX EA 3. 120.00 360.00 271.50 814.50 -454.50 611.70006 6" FITTING EA 16. 400.00 6,400.00 275.00 4,400.00 2,000.00 611.70008 8" FITTING EA 2. 480.00 960.00 415.30 830.60 129.40 611.70012 12" FITTING EA 35. 700.00 24,500.00 690.00 24,150.00 350.00 611.70020 20" FITTING EA 16. 1,750.00 28,000.00 3,425.00 54,800.00 -26,800.00 611.71006 6" GATE VALVE EA 9. 775.00 6,975.00 765.00 6,885.00 90.00 611.71008 8" GATE VALVE EA 1. 900.00 900.00 1,235.00 1,235.00 -335.00 10620L PAGE 8 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 611.71012 12" GATE VALVE EA 6. 1,500.00 9,000.00 1,450.00 8,700.00 300.00 611.72020 20" BUTTERFLY VALVE EA 2. 4,090.00 8,180.00 7,925.00 15,850.00 -7,670.00 611.74 CHLORINE INJECTION TAP EA 5. 500.00 2,500.00 577.40 2,887.00 -387.00 611.81 HYDRANTS EA 1. 3,040.00 3,040.00 3,255.00 3,255.00 -215.00 611.811 ADJUSTING/RELOCATING HYDRANTS EA 8. 996.00 7,968.00 1,580.00 12,640.00 -4,672.00 611.90001 ADJUSTING WATER GATES AND SHUTOFFS SET BY OTHERS EA 3. 200.00 600.00 174.80 524.40 75.60 611.951 WATER MAIN INSULATION SY 280. 4.10 1,148.00 16.90 4,732.00 -3,584.00 612.3104 SEWER MANHOLES, 4-FOOT DIAMETER VF 66.7 215.00 14,340.50 657.50 43,855.25 -29,514.75 612.3506 6" PVC SEWER PIPE SDR-35 LF 25. 35.70 892.50 69.60 1,740.00 -847.50 612.3515 15" PVC SEWER PIPE SDR-35 LF 527. 62.30 32,832.10 76.00 40,052.00 -7,219.90 612.3518 18" PVC SEWER PIPE SDR-35 LF 299. 66.10 19,763.90 80.00 23,920.00 -4,156.10 612.35230 30" DIRECT BURY CASING WITH 18" DI CARRIER PIPE LF 18. 247.00 4,446.00 604.00 10,872.00 -6,426.00 612.43015 15" DUCTILE IRON SEWER PIPE, CLASS 52 LF 25. 109.00 2,725.00 147.00 3,675.00 -950.00 612.43018 18" DUCTILE IRON SEWER PIPE, CLASS 52 LF 66. 97.10 6,408.60 162.00 10,692.00 -4,283.40 612.6103 3" PVC DR-18 PRESSURE PIPE LF 370. 30.45 11,266.50 45.00 16,650.00 -5,383.50 612.951 SEWER MAIN INSULATION SY 122. 4.00 488.00 16.58 2,022.76 -1,534.76 613.44 STORMWATER TREATMENT SYSTEM (LEVEL 4) U 1. 10,150.00 10,150.00 40,000.00 40,000.00 -29,850.00 613.46 STORMWATER TREATMENT SYSTEM (LEVEL 6) U 1. 18,350.00 18,350.00 65,000.00 65,000.00 -46,650.00 613.49 STORMWATER TREATMENT SYSTEM (LEVEL 9) U 1. 39,500.00 39,500.00 75,000.00 75,000.00 -35,500.00 614.331 3" STEEL CONDUIT LF 605. 12.90 7,804.50 15.80 9,559.00 -1,754.50 614.3429 4 INCH 2-DUCT STEEL CONDUIT (BRIDGE) LF 122. 77.25 9,424.50 75.00 9,150.00 274.50 614.511 CONCRETE PULL BOX 14" EA 24. 299.00 7,176.00 287.70 6,904.80 271.20 614.523 MOLDED PULL BOX 17"X30" EA 18. 335.00 6,030.00 312.70 5,628.60 401.40 614.7314 3" PVC PLASTIC CONDUIT, SCHEDULE 40 LF 1,850. 6.45 11,932.50 6.40 11,840.00 92.50 614.7318 3" PVC PLASTIC CONDUIT, SCHEDULE 80 LF 250. 13.40 3,350.00 11.60 2,900.00 450.00 614.7324 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 835. 7.20 6,012.00 7.80 6,513.00 -501.00 614.7328 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 770. 15.45 11,896.50 15.90 12,243.00 -346.50 614.7424 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 3,750. 9.25 34,687.50 9.80 36,750.00 -2,062.50 614.7428 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 240. 17.00 4,080.00 16.50 3,960.00 120.00 615.003 REMOVING TRAFFIC SIGN U 32. 51.50 1,648.00 32.40 1,036.80 611.20 615.01 TRAFFIC SIGN TYPE A (F) SF 56. 61.80 3,460.80 57.80 3,236.80 224.00 615.012 TRAFFIC SIGN TYPE A, BREAKAWAY MOUNTS (F) SF 255. 77.25 19,698.75 66.70 17,008.50 2,690.25 615.014 RELOCATING TRAFFIC SIGN, TYPE A U 5. 2,470.00 12,350.00 2,315.20 11,576.00 774.00 10620L PAGE 9 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 615.02 TRAFFIC SIGN TYPE B (F) SF 109. 64.90 7,074.10 64.00 6,976.00 98.10 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) SF 157. 76.20 11,963.40 67.40 10,581.80 1,381.60 615.024 RELOCATING TRAFFIC SIGN, TYPE B U 1. 283.00 283.00 1,089.20 1,089.20 -806.20 615.03 TRAFFIC SIGN TYPE C (F) SF 407.8 41.20 16,801.36 39.00 15,904.20 897.16 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 1. 216.00 216.00 139.00 139.00 77.00 615.04 TRAFFIC SIGN TYPE AA (F) SF 1,183. 19.55 23,127.65 17.80 21,057.40 2,070.25 615.05 TRAFFIC SIGN TYPE BB (F) SF 5. 16.50 82.50 19.00 95.00 -12.50 615.06 TRAFFIC SIGN TYPE CC (F) SF 57.4 12.35 708.89 12.20 700.28 8.61 615.10001 FULL TRAFFIC SIGN STRUCTURE U 1. 85,500.00 85,500.00 67,000.00 67,000.00 18,500.00 615.10002 FULL TRAFFIC SIGN STRUCTURE U 1. 106,050.00 106,050.00 70,000.00 70,000.00 36,050.00 616.101 TRAFFIC SIGNALS U 1. 75,850.00 75,850.00 86,000.00 86,000.00 -10,150.00 616.102 TRAFFIC SIGNALS U 1. 83,200.00 83,200.00 86,000.00 86,000.00 -2,800.00 616.122 COMMUNICATIONS CABLE LF 1,250. 1.80 2,250.00 10.00 12,500.00 -10,250.00 616.141 COMPUTER EQUIPMENT AND SOFTWARE U 1. 7,105.00 7,105.00 6,856.50 6,856.50 248.50 616.95 INSTALL TRAFFIC STUDY EQUIPMENT U 1. 3,090.00 3,090.00 3,937.00 3,937.00 -847.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 516,000.00 516,000.00 516,000.00 516,000.00 618.7 FLAGGERS HR 6,200. 28.00 173,600.00 20.20 125,240.00 48,360.00 619.1 MAINTENANCE OF TRAFFIC U 1. 110,000.00 110,000.00 250,000.00 250,000.00 -140,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 6. 4,120.00 24,720.00 6,211.50 37,269.00 -12,549.00 621.1 RETROREFLECTIVE MEDIAN BARRIER DELINEATOR EA 40. 15.45 618.00 17.40 696.00 -78.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 142. 3.75 532.50 4.40 624.80 -92.30 621.31 SINGLE DELINEATOR WITH POST EA 181. 28.85 5,221.85 29.00 5,249.00 -27.15 621.32 DOUBLE DELINEATOR WITH POST EA 27. 39.15 1,057.05 33.50 904.50 152.55 622.1 STEEL WITNESS MARKERS EA 27. 24.70 666.90 23.80 642.60 24.30 622.2 CONCRETE BOUNDS EA 49. 192.00 9,408.00 289.80 14,200.20 -4,792.20 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 6. 618.00 3,708.00 600.00 3,600.00 108.00 625.52 LIGHT POLE (HIGHWAY) U 1. 216.00 216.00 1,883.40 1,883.40 -1,667.40 625.522 LIGHT POLE (HIGHWAY ) WITHOUT BREAK-AWAY BASE U 4. 1,930.00 7,720.00 2,000.00 8,000.00 -280.00 625.62 RESET LIGHT POLE HIGHWAY EA 1. 566.00 566.00 600.00 600.00 -34.00 628.2 SAWED BITUMINOUS PAVEMENT LF 5,300. .52 2,756.00 1.20 6,360.00 -3,604.00 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 47,350. .10 4,735.00 .13 6,155.50 -1,420.50 632.0106 RETROREFLECTIVE PAINT PAVE. MARKING, 6" LINE LF 53,450. .12 6,414.00 .12 6,414.00 632.0112 RETROREFLECTIVE PAINT PAVE. MARKING, 12" LINE LF 1,300. .46 598.00 .23 299.00 299.00 10620L PAGE 10 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 632.3104 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 4" LINE LF 1,250. .46 575.00 .49 612.50 -37.50 632.3106 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 6" LINE LF 990. .62 613.80 .70 693.00 -79.20 632.3112 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 12" LINE LF 1,550. 1.45 2,247.50 1.50 2,325.00 -77.50 632.3118 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 18" LINE LF 350. 2.00 700.00 3.10 1,085.00 -385.00 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD SF 680. 3.95 2,686.00 4.10 2,788.00 -102.00 632.9104 OBLITERATE PAVEMENT MARKING, 4" LINE LF 4,700. .31 1,457.00 .40 1,880.00 -423.00 632.9106 OBLITERATE PAVEMENT MARKING, 6" LINE LF 1,900. .41 779.00 .30 570.00 209.00 632.9118 OBLITERATE PAVEMENT MARKING, 18" LINE LF 15. 2.05 30.75 1.10 16.50 14.25 641. LOAM CY 1,200. 15.00 18,000.00 25.70 30,840.00 -12,840.00 643.22 FERTILIZER FOR REFERTIL- IZATION TON 9. 386.00 3,474.00 343.60 3,092.40 381.60 645.3 EROSION STONE TON 4,000. 15.00 60,000.00 20.00 80,000.00 -20,000.00 645.44 TEMPORARY SLOPE STABILIZATION TYPE D (WILDLIFE FRIENDLY) SY 111,100. 1.25 138,875.00 1.60 177,760.00 -38,885.00 645.45 PERMANENT CHANNEL STABILIZATION TYPE A SY 6,950. 2.85 19,807.50 3.30 22,935.00 -3,127.50 645.531 SILT FENCE LF 7,300. 8.00 58,400.00 2.70 19,710.00 38,690.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 2,780.00 2,780.00 10,000.00 10,000.00 -7,220.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS HR 1,350. 51.50 69,525.00 51.60 69,660.00 -135.00 646.31 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS SY 111,400. .33 36,762.00 .35 38,990.00 -2,228.00 647.1 HUMUS CY 11,200. 8.10 90,720.00 15.90 178,080.00 -87,360.00 647.22 HUMUS, INTERMIXED, 2" DEE CY 21. 35.00 735.00 18.80 394.80 340.20 647.29 WETLAND HUMUS 8" CY 93. 35.00 3,255.00 19.00 1,767.00 1,488.00 651.34061 PICEA GLAUCA WHITE SPRUCE 6 FT B&B EA 110. 165.00 18,150.00 300.00 33,000.00 -14,850.00 670.104 TEMPORARY PORTABLE LIGHTING U 2. 5,000.00 10,000.00 8,000.00 16,000.00 -6,000.00 678.2 IMPACT ATTENUATION DEVICE (TEST LEVEL 3) U 1. 28,000.00 28,000.00 21,885.80 21,885.80 6,114.20 678.201 IMPACT ATTENUATOR FOUNDATION PAD U 1. 2,000.00 2,000.00 1,565.90 1,565.90 434.10 692. MOBILIZATION U 1. 1,038,000.00 1,038,000.00 1,500,000.00 1,500,000.00 -462,000.00 698.11 FIELD OFFICE TYPE A MON 38. 526.00 19,988.00 1,600.00 60,800.00 -40,812.00 698.2 PHYSICAL TESTING LABORATORY MON 38. 100.00 3,800.00 600.00 22,800.00 -19,000.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 120,000.00 120,000.00 120,000.00 120,000.00 10620L PAGE 11 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 1008.53 ALTERATIONS AND ADDITIONS AS NEEDED - INVASIVE SPECIES MANAGEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1008.8 ALTERATIONS AND ADDITIONS AS NEEDED - WINTER MAINTENANCE $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 1009.1 PROJECT HEALTH AND SAFETY PLAN $ 1. 4,985.00 4,985.00 4,985.00 4,985.00 1009.21 TREAMENT OR DISPOSAL OF CONTAMINATED GROUNDWATER (FRAC TANK) $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 1010.15 FUEL ADJUSTMENT $ 1. 250,000.00 250,000.00 250,000.00 250,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 75,000.00 75,000.00 75,000.00 75,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA ASPHALT $ 1. 166,000.00 166,000.00 166,000.00 166,000.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 $16,595,672.18 $20,636,631.50 -4,040,959.32