THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: KEENE-SWANZEY NHS-STP-011-1(006), 10309A COUNTIES AND CODES: CHESHIRE 005 DATE BIDS OPEN: MAY 6, 2004 SCOPE OF WORK: ROADWAY RECONSTRUCTION AND BRIDGE CONSTRUCTION LOCATION: NH ROUTE 10 AND NH ROUTE 9 AS WELL AS ASH HILL ROAD AND BASE HILL ROAD COMPLETION DATE: JULY 1, 2006 A R. S. AUDLEY, INC. 609 ROUTE 3A, BOW, NH 03304 $ 7,655,638.95 B PARK CONSTRUCTION CORP. PO BOX 600, FITZWILLIAM, NH 03447 $ 8,196,787.60 C WEAVER BROS. CONST. CO., INC. PO BOX 1326, CONCORD, NH 03302 $ 8,595,775.10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) HA 5.7 12,000.00 68,400.00 12,500.00 71,250.00 14,000.00 79,800.00 201.21 REMOVING SMALL TREES EA 5. 300.00 1,500.00 150.00 750.00 300.00 1,500.00 202.31 FILL ABANDONED PIPE M3 11. 325.00 3,575.00 200.00 2,200.00 250.00 2,750.00 202.32 FILL EXISTING DUG WELL U 2. 500.00 1,000.00 250.00 500.00 400.00 800.00 202.41 REMOVAL OF EXISTING PIPE 0-600 MM DIA. LM 134. 50.00 6,700.00 24.00 3,216.00 29.00 3,886.00 202.42 REMOVAL OF EXISTING PIPE OVER 600 MM DIA. LM 31. 68.00 2,108.00 40.00 1,240.00 40.00 1,240.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 5. 230.00 1,150.00 250.00 1,250.00 200.00 1,000.00 202.6 CURB REMOVAL FOR STORAGE LM 7. 3.00 21.00 20.00 140.00 10.00 70.00 202.7 REMOVAL OF GUARDRAIL (F) LM 869. 5.00 4,345.00 7.00 6,083.00 5.25 4,562.25 203.1 COMMON EXCAVATION M3 99,800. 5.75 573,850.00 4.00 399,200.00 5.80 578,840.00 203.17 PREPARE SURFACE FOR PAVEMENT M2 21,300. 3.00 63,900.00 3.00 63,900.00 3.25 69,225.00 203.2 ROCK EXCAVATION M3 4,590. 24.00 110,160.00 14.00 64,260.00 30.00 137,700.00 203.6 EMBANKMENT-IN-PLACE (F) M3 45,900. 4.00 183,600.00 3.00 137,700.00 2.70 123,930.00 206.1 COMMON STRUCTURE EXCAVATION M3 709.8 9.00 6,388.20 8.00 5,678.40 10.00 7,098.00 206.2 ROCK STRUCTURE EXCAVATION M3 420. 50.00 21,000.00 50.00 21,000.00 60.00 25,200.00 207.3 UNCLASSIFIED CHANNEL EXCAVATION M3 985. 7.25 7,141.25 20.00 19,700.00 9.25 9,111.25 209.1 GRANULAR BACKFILL M3 245. 20.00 4,900.00 12.00 2,940.00 21.00 5,145.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) M3 1,070. 29.00 31,030.00 30.00 32,100.00 27.00 28,890.00 10309A PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 210.1 SETTLEMENT PLATFORMS EA 1. 1,750.00 1,750.00 1,000.00 1,000.00 1,000.00 1,000.00 210.24 VIBRATING WIRE PIEZOMETERS EA 2. 3,400.00 6,800.00 7,500.00 15,000.00 3,500.00 7,000.00 211.11 VIBRATION MONITORING SERVICES HR 200. 50.00 10,000.00 110.00 22,000.00 75.00 15,000.00 214. FINE GRADING U 1. 55,000.00 55,000.00 75,000.00 75,000.00 190,000.00 190,000.00 304.1 SAND (F) M3 24,980. 10.00 249,800.00 12.00 299,760.00 14.40 359,712.00 304.2 GRAVEL (F) M3 19,001. 16.00 304,016.00 14.00 266,014.00 18.75 356,268.75 304.3 CRUSHED GRAVEL (F) M3 18,085. 21.00 379,785.00 18.00 325,530.00 24.92 450,678.20 304.35 CRUSHED GRAVEL FOR DRIVES M3 910. 25.00 22,750.00 20.00 18,200.00 25.00 22,750.00 304.399 TEMPORARY CRUSHED GRAVEL M3 1,350. 21.00 28,350.00 18.00 24,300.00 25.00 33,750.00 403.11052 HOT BITUMINOUS PAVEMENT MACHINE METHOD (SUPERPAVE) (QC/QA) T 18,625. 43.60 812,050.00 51.00 949,875.00 46.00 856,750.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD T 670. 82.00 54,940.00 120.00 80,400.00 87.00 58,290.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 25 MM BASE COURSE (F) T 81. 98.00 7,938.00 120.00 9,720.00 110.00 8,910.00 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD T 36. 82.00 2,952.00 90.00 3,240.00 90.00 3,240.00 403.99 TEMPORARY BITUMINOUS PAVEMENT T 1,325. 43.60 57,770.00 58.00 76,850.00 46.00 60,950.00 413.2 HOT POURED CRACK SEALANT (LOW MODULUS) KG 91. 27.50 2,502.50 25.00 2,275.00 10.00 910.00 417. COLD PLANING BITUMINOUS SURFACES (F) M2 2,620. 6.30 16,506.00 11.00 28,820.00 3.20 8,384.00 501.1 TEMPORARY BRIDGE U 1. 230,000.00 230,000.00 240,000.00 240,000.00 255,000.00 255,000.00 502. REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 50,000.00 50,000.00 75,000.00 75,000.00 65,000.00 65,000.00 503.101 WATER DIVERSION STRUCTURES U 1. 41,000.00 41,000.00 50,000.00 50,000.00 40,000.00 40,000.00 503.201 COFFERDAMS U 1. 5,200.00 5,200.00 25,000.00 25,000.00 30,000.00 30,000.00 504.1 COMMON BRIDGE EXCAVATION (F) M3 1,660. 13.50 22,410.00 12.00 19,920.00 9.15 15,189.00 508. STRUCTURAL FILL M3 144. 37.00 5,328.00 30.00 4,320.00 35.00 5,040.00 510.1 PILE DRIVING EQUIPMENT U 1. 30,000.00 30,000.00 22,000.00 22,000.00 23,000.00 23,000.00 510.61 FURNISHING & DRIVING STEE BEARING PILES KG 74,800. .80 59,840.00 1.00 74,800.00 1.00 74,800.00 510.65 DRIVING-POINTS FOR STEEL BEARING PILES EA 26. 300.00 7,800.00 220.00 5,720.00 220.00 5,720.00 510.9 PILE SPLICES EA 26. 10.00 260.00 220.00 5,720.00 220.00 5,720.00 520.0102 CONCRETE CLASS AA (QC/QA) (F) M3 423. 675.00 285,525.00 620.00 262,260.00 650.00 274,950.00 520.12 CONCRETE CLASS A ABOVE FOOTINGS (F) M3 156. 700.00 109,200.00 550.00 85,800.00 550.00 85,800.00 520.7002 CONCRETE BRIDGE DECK (QC/QA) (F) M3 202. 850.00 171,700.00 850.00 171,700.00 850.00 171,700.00 534.3 WATER REPELLENT (SILANE- SILOXANE) (F) M2 212. 10.00 2,120.00 15.00 3,180.00 15.00 3,180.00 10309A PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 537. CONCRETE SEALER (F) M2 236. 6.00 1,416.00 11.00 2,596.00 11.00 2,596.00 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) M2 112. 36.00 4,032.00 45.00 5,040.00 45.00 5,040.00 538.5 BARRIER MEMBRANE, WELDED BY TORCH (F) M2 1,344. 18.00 24,192.00 20.00 26,880.00 19.00 25,536.00 544. REINFORCING STEEL (F) KG 18,724. 1.90 35,575.60 1.60 29,958.40 1.65 30,894.60 544.2 REINFORCING STEEL, EPOXY COATED (F) KG 94,329. 1.90 179,225.10 1.90 179,225.10 2.00 188,658.00 547. SHEAR CONNECTORS (F) EA 2,925. 2.00 5,850.00 3.00 8,775.00 2.50 7,312.50 548.11 ELASTOMERIC BEARING PADS (F) EA 26. 400.00 10,400.00 350.00 9,100.00 360.00 9,360.00 550.101 STRUCTURAL STEEL (F) KG 175,300. 2.40 420,720.00 2.50 438,250.00 2.60 455,780.00 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LM 66. 200.00 13,200.00 500.00 33,000.00 225.00 14,850.00 563.22 BRIDGE RAIL T2 (F) LM 78. 280.00 21,840.00 300.00 23,400.00 300.00 23,400.00 565.22 BRIDGE APPROACH RAIL T2 (F) LM 39. 370.00 14,430.00 400.00 15,600.00 400.00 15,600.00 570.4 MORTAR RUBBLE MASONRY (F) M3 30. 360.00 10,800.00 300.00 9,000.00 400.00 12,000.00 585.2 STONE FILL, CLASS B M3 475. 34.00 16,150.00 30.00 14,250.00 39.00 18,525.00 585.21 STONE FILL, CLASS B (BRIDGE) M3 1,715. 34.00 58,310.00 35.00 60,025.00 39.00 66,885.00 585.3 STONE FILL, CLASS C M3 219. 36.00 7,884.00 40.00 8,760.00 40.00 8,760.00 585.42 STONE FILL, CLASS D, INTERMIXED WITH HUMUS M3 45. 50.00 2,250.00 40.00 1,800.00 50.00 2,250.00 593.22 MEDIUM STRENGTH GEOTEXTILE, NON-WOVEN M2 3,080. 5.00 15,400.00 2.00 6,160.00 2.75 8,470.00 593.23 HIGH STRENGTH GEOTEXTILE, NON-WOVEN M2 2,541. 6.50 16,516.50 3.00 7,623.00 3.00 7,623.00 603.00204 375 MM R.C. PIPE, CLASS III LM 550. 112.00 61,600.00 85.00 46,750.00 90.00 49,500.00 603.00205 450 MM R.C. PIPE, CLASS III LM 530. 117.00 62,010.00 95.00 50,350.00 98.00 51,940.00 603.00206 600 MM R.C. PIPE, CLASS III LM 235. 133.00 31,255.00 115.00 27,025.00 115.00 27,025.00 603.00208 750 MM R.C. PIPE, CLASS III LM 13. 159.00 2,067.00 145.00 1,885.00 200.00 2,600.00 603.00304 375 MM R.C. PIPE, CLASS IV LM 200. 115.00 23,000.00 85.00 17,000.00 92.00 18,400.00 603.00306 600 MM R.C. PIPE, CLASS IV LM 20. 137.00 2,740.00 120.00 2,400.00 120.00 2,400.00 603.00308 750 MM R.C. PIPE, CLASS IV LM 65. 175.00 11,375.00 150.00 9,750.00 200.00 13,000.00 603.00309 900 MM R.C. PIPE, CLASS IV LM 64.3 210.00 13,503.00 175.00 11,252.50 230.00 14,789.00 603.13003 300 MM CORR. ALUMINIZED STEEL (TYPE 2) PIPE 1.63 MM LM 115. 93.00 10,695.00 80.00 9,200.00 72.00 8,280.00 603.13812 1200 MM CORR. ALUMINIZED STEEL (TYPE 2) PIPE, 4.27 MM LM 9. 235.00 2,115.00 225.00 2,025.00 200.00 1,800.00 10309A PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 603.30104 375 MM R.C. END SECT. EA 20. 485.00 9,700.00 350.00 7,000.00 575.00 11,500.00 603.30105 450 MM R.C. END SECT. EA 12. 515.00 6,180.00 400.00 4,800.00 625.00 7,500.00 603.30108 750 MM R.C. END SECT. EA 1. 680.00 680.00 750.00 750.00 850.00 850.00 603.34103 300 MM STEEL END SECTION EA 20. 210.00 4,200.00 200.00 4,000.00 110.00 2,200.00 603.34105 450 MM STEEL END SECTION EA 1. 235.00 235.00 300.00 300.00 135.00 135.00 603.34108 750 MM STEEL END SECTION EA 2. 345.00 690.00 400.00 800.00 275.00 550.00 603.83208 750 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 6.4 140.00 896.00 145.00 928.00 165.00 1,056.00 604.0007 POLYETHYLENE LINER EA 44. 220.00 9,680.00 200.00 8,800.00 225.00 9,900.00 604.12 CATCH BASINS TYPE B U 43. 1,300.00 55,900.00 1,300.00 55,900.00 1,400.00 60,200.00 604.1215 CATCH BASINS TYPE B, 1.5 M DIA U 3. 2,000.00 6,000.00 1,600.00 4,800.00 1,700.00 5,100.00 604.1218 CATCH BASINS TYPE B, 1.8 M DIA U 5. 2,850.00 14,250.00 2,400.00 12,000.00 2,500.00 12,500.00 604.15 CATCH BASINS TYPE E U 6. 1,400.00 8,400.00 1,400.00 8,400.00 1,500.00 9,000.00 604.1515 CATCH BASINS TYPE E, 1.5 M DIA U 2. 2,100.00 4,200.00 1,800.00 3,600.00 1,800.00 3,600.00 604.1518 CATCH BASINS TYPE E, 1.8 M DIA U 4. 2,950.00 11,800.00 2,600.00 10,400.00 2,600.00 10,400.00 604.17 CATCH BASIN WITH MANHOLE COVER AND FRAME U 2. 1,335.00 2,670.00 1,300.00 2,600.00 1,500.00 3,000.00 604.1718 CATCH BASIN WITH MANHOLE COVER AND FRAME, 1.8 M DIA U 2. 2,900.00 5,800.00 2,400.00 4,800.00 2,300.00 4,600.00 604.1721 CATCH BASIN WITH MANHOLE COVER AND FRAME, 2.1 M DIA U 1. 5,950.00 5,950.00 3,000.00 3,000.00 8,000.00 8,000.00 604.191 SPECIAL CATCH BASINS U 1. 2,200.00 2,200.00 2,500.00 2,500.00 3,000.00 3,000.00 604.45 ADJUSTING CATCH BASIN DROP INLET GRATE AND FRAMES EA 3. 275.00 825.00 250.00 750.00 250.00 750.00 604.51 RECONSTRUCT SEWER MANHOLE LM 1. 650.00 650.00 800.00 800.00 1,400.00 1,400.00 604.55 ADJUSTING MANHOLE COVERS AND FRAMES EA 1. 275.00 275.00 250.00 250.00 250.00 250.00 604.6 MANHOLE COVERS & FRAMES EA 2. 470.00 940.00 300.00 600.00 400.00 800.00 605.515 150 MM PERF. CORR. POLYETHYL. PIPE. UND. LM 2,800. 45.00 126,000.00 40.00 112,000.00 42.00 117,600.00 605.79 UNDERDRAIN FLUSHING BASINS EA 2. 525.00 1,050.00 200.00 400.00 400.00 800.00 606.000 STEEL BEAM FOR BEAM GUARDRAIL LM 32. 20.00 640.00 30.00 960.00 21.00 672.00 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LM 327.65 55.00 18,020.75 60.00 19,659.00 60.00 19,659.00 606.141 BEAM GUARDRAIL (CURVED W/CRT POSTS) LM 21. 60.00 1,260.00 80.00 1,680.00 65.00 1,365.00 606.1452 BEAM GUARDRAIL (TERMINAL UNIT TYPE ELT) U 7. 1,650.00 11,550.00 2,000.00 14,000.00 1,900.00 13,300.00 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LM 65. 67.20 4,368.00 120.00 7,800.00 66.00 4,290.00 606.516 WOOD GUARDRAIL LM 32. 80.00 2,560.00 90.00 2,880.00 115.00 3,680.00 10309A PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 606.84 ANCHOR FOR CURVED GUARD- RAIL W/CRT POSTS U 2. 900.00 1,800.00 1,500.00 3,000.00 900.00 1,800.00 606.93 TEMPORARY BEAM GUARDRAIL LM 450. 45.00 20,250.00 60.00 27,000.00 41.00 18,450.00 606.95 TEMPORARY TRAFFIC CONTROL BARRIER LM 240. 67.20 16,128.00 100.00 24,000.00 78.00 18,720.00 608.215 150 MM CONCRETE SIDEWALK (F) M2 1,975. 36.00 71,100.00 35.00 69,125.00 39.00 77,025.00 609.01 STRAIGHT GRANITE CURB LM 120. 46.00 5,520.00 57.00 6,840.00 50.00 6,000.00 609.02 CURVED GRANITE CURB LM 28. 65.00 1,820.00 100.00 2,800.00 90.00 2,520.00 609.2115 STRAIGHT GRANITE SLOPE CURB 150 MM HIGH LM 1,600. 40.00 64,000.00 50.00 80,000.00 43.00 68,800.00 609.2215 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS, 150 MM HIGH LM 21. 41.00 861.00 55.00 1,155.00 45.00 945.00 609.3 STRAIGHT GRANITE CURB (BRIDGE) LM 77. 90.00 6,930.00 125.00 9,625.00 105.00 8,085.00 609.311 STRAIGHT GRANITE CURB (BRIDGE), MODIFIED LM 94. 140.00 13,160.00 180.00 16,920.00 165.00 15,510.00 609.5 RESET GRANITE CURB LM 70. 19.00 1,330.00 33.00 2,310.00 20.00 1,400.00 611.05215 150 MM CEMENT LINED DUCT- ILE IRON WATER PIPE , CL.52 LM 68. 100.00 6,800.00 80.00 5,440.00 105.00 7,140.00 611.05225 250 MM CEMENT LINED DUCTILE IRON WATER PIPE, CL. 52 LM 400. 130.00 52,000.00 100.00 40,000.00 130.00 52,000.00 611.05230 300 MM CEMENT LINED DUCT- ILE IRON WATER PIPE , CL.52 LM 36. 155.00 5,580.00 120.00 4,320.00 150.00 5,400.00 611.35245 450 MM CASING PIPE WITH 250 MM DIA. CLASS 52 D.I.M.J. CARRIER PIPE LM 46. 370.00 17,020.00 275.00 12,650.00 430.00 19,780.00 611.35263 600 MM CASING PIPE WITH 300 MM DIA. CLASS 52 D.I.M.J. CARRIER PIPE LM 56. 435.00 24,360.00 300.00 16,800.00 550.00 30,800.00 611.50319 19 MM TYPE "K" SOFT COPPER PIPE LM 60. 50.00 3,000.00 70.00 4,200.00 65.00 3,900.00 611.50350 50 MM TYPE "K" SOFT COPPER PIPE LM 25. 70.00 1,750.00 75.00 1,875.00 70.00 1,750.00 611.51019 19 MM CORPORATION EA 5. 140.00 700.00 150.00 750.00 200.00 1,000.00 611.51050 50 MM CORPORATION EA 1. 250.00 250.00 350.00 350.00 300.00 300.00 611.52019 19 MM CURB STOP EA 5. 200.00 1,000.00 150.00 750.00 200.00 1,000.00 611.52050 50 MM CURB STOP EA 1. 300.00 300.00 350.00 350.00 350.00 350.00 611.70015 150 MM FITTINGS EA 8. 210.00 1,680.00 300.00 2,400.00 300.00 2,400.00 611.70030 300 MM FITTINGS EA 6. 425.00 2,550.00 400.00 2,400.00 500.00 3,000.00 611.70325 250 MM X 150 MM ANCHOR TEE EA 1. 600.00 600.00 550.00 550.00 500.00 500.00 611.71015 150 MM GATE VALVES EA 1. 650.00 650.00 550.00 550.00 600.00 600.00 611.71025 250 MM GATE VALVES EA 2. 1,250.00 2,500.00 650.00 1,300.00 1,000.00 2,000.00 611.71030 300 MM GATE VALVES EA 2. 1,475.00 2,950.00 1,500.00 3,000.00 1,200.00 2,400.00 611.73015 300 MM X 150 MM TAPPING SLEEVE AND VALVE EA 2. 4,000.00 8,000.00 4,500.00 9,000.00 2,000.00 4,000.00 10309A PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 611.81 HYDRANTS EA 3. 2,700.00 8,100.00 1,400.00 4,200.00 2,000.00 6,000.00 612.31 SEWER MANHOLE, 1.2 M DIA. VM 10.5 946.00 9,933.00 800.00 8,400.00 850.00 8,925.00 612.35263 600 MM CASING PIPE WITH 300 MM DIA. CLASS 52 D.I.M.J. CARRIER PIPE LM 45. 435.00 19,575.00 300.00 13,500.00 600.00 27,000.00 612.43230 300 MM DUCTILE IRON SEWER PIPE, CLASS 52 LM 96.4 225.00 21,690.00 150.00 14,460.00 130.00 12,532.00 614.3081 75 MM STEEL CONDUIT LM 21. 45.00 945.00 46.00 966.00 50.00 1,050.00 614.512 CONCRETE PULL BOX 450 MM EA 25. 325.00 8,125.00 500.00 12,500.00 475.00 11,875.00 614.522 MOLDED PULL BOX 325 MM X 600 MM EA 32. 300.00 9,600.00 350.00 11,200.00 350.00 11,200.00 614.70814 75 MM PVC PLASTIC CONDUIT SCHEDULE 40 LM 890. 18.00 16,020.00 20.00 17,800.00 20.00 17,800.00 614.70818 75 MM PVC PLASTIC CONDUIT SCHEDULE 80 LM 310. 36.00 11,160.00 50.00 15,500.00 50.00 15,500.00 614.70824 75 MM 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LM 80. 22.00 1,760.00 30.00 2,400.00 30.00 2,400.00 614.70828 75 MM 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LM 70. 40.00 2,800.00 55.00 3,850.00 60.00 4,200.00 615.02 TRAFFIC SIGN TYPE B (F) M2 .36 700.00 252.00 700.00 252.00 800.00 288.00 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) M2 3.78 1,550.00 5,859.00 2,000.00 7,560.00 2,000.00 7,560.00 615.03 TRAFFIC SIGN TYPE C (F) M2 34.34 500.00 17,170.00 550.00 18,887.00 575.00 19,745.50 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 20. 200.00 4,000.00 150.00 3,000.00 160.00 3,200.00 615.05 TRAFFIC SIGN TYPE BB (F) M2 .2 250.00 50.00 250.00 50.00 250.00 50.00 615.06 TRAFFIC SIGN TYPE CC (F) M2 5.4 175.00 945.00 200.00 1,080.00 225.00 1,215.00 616.161 TRAFFIC SIGNALS (TEMP.) U 1. 15,000.00 15,000.00 18,000.00 18,000.00 18,000.00 18,000.00 616.191 ALTERATIONS TO TRAFFIC SIGNALS U 1. 50,000.00 50,000.00 45,000.00 45,000.00 45,000.00 45,000.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 330,000.00 330,000.00 330,000.00 330,000.00 330,000.00 330,000.00 618.7 FLAGGERS HR 6,600. 17.50 115,500.00 15.00 99,000.00 15.00 99,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 95,000.00 95,000.00 140,000.00 140,000.00 215,000.00 215,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 4. 14,000.00 56,000.00 20,000.00 80,000.00 15,000.00 60,000.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 70. 3.00 210.00 4.00 280.00 5.00 350.00 621.31 SINGLE DELINEATOR WITH POST EA 125. 25.00 3,125.00 30.00 3,750.00 25.00 3,125.00 622.1 STEEL WITNESS MARKERS EA 69. 20.00 1,380.00 25.00 1,725.00 21.00 1,449.00 622.2 CONCRETE BOUNDS EA 29. 225.00 6,525.00 200.00 5,800.00 215.00 6,235.00 622.4 STONE BOUNDS EA 37. 250.00 9,250.00 220.00 8,140.00 215.00 7,955.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 16. 500.00 8,000.00 500.00 8,000.00 525.00 8,400.00 625.52 LIGHT POLE (HIGHWAY) U 10. 1,250.00 12,500.00 1,500.00 15,000.00 1,500.00 15,000.00 625.882 RESET LIGHT POLE (HIGHWAY) U 6. 250.00 1,500.00 400.00 2,400.00 400.00 2,400.00 10309A PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 628.2 SAWED BITUMINOUS PAVEMENT LM 320. 6.60 2,112.00 4.00 1,280.00 7.25 2,320.00 632.0110 RETROREFLECTIVE PAINT PAVEMENT MARKING, 100 MM LINE LM 57,400. .32 18,368.00 .33 18,942.00 .35 20,090.00 632.0145 RETROREFLECTIVE PAINT PAVEMENT MARKING, 450 MM LINE LM 320. 4.00 1,280.00 6.00 1,920.00 4.50 1,440.00 632.3145 RETROREFLECT. THERMOPLAS. PAVE. MARKING 450 MM LIN LM 130. 7.50 975.00 10.00 1,300.00 8.50 1,105.00 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD M2 112. 45.00 5,040.00 65.00 7,280.00 45.00 5,040.00 632.9110 OBLITERATE PAVEMENT MARKING, 100 MM LINE LM 14,550. 1.35 19,642.50 1.50 21,825.00 1.75 25,462.50 641. LOAM M3 460. 22.00 10,120.00 16.00 7,360.00 18.50 8,510.00 644.82 SALT-TOLERANT GRASS SEED, TYPE 82 KG 3.1 35.00 108.50 17.00 52.70 18.00 55.80 645.23 CHANNEL STABILIZATION (LOW VELOCITY) M2 6,950. 1.50 10,425.00 1.50 10,425.00 1.60 11,120.00 645.3 EROSION STONE T 100. 38.00 3,800.00 20.00 2,000.00 25.00 2,500.00 645.51 HAY BALES FOR TEMPORARY EROSION CONTROL EA 550. 6.50 3,575.00 6.00 3,300.00 6.00 3,300.00 645.52 RYEGRASS FOR TEMPORARY EROSION CONTROL KG 51. 4.00 204.00 3.00 153.00 2.75 140.25 645.532 SILT FENCE WITH SUPPORT FENCE LM 3,300. 8.75 28,875.00 13.00 42,900.00 8.00 26,400.00 645.7 EROSION AND SEDIMENT CONTROL STORMWATER MANAGEMENT PLAN U 1. 3,000.00 3,000.00 3,500.00 3,500.00 3,500.00 3,500.00 645.71 MONITORING EROSION AND SEDIMENT CONTROL HR 250. 50.00 12,500.00 95.00 23,750.00 90.00 22,500.00 646.3 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS HA 8. 3,000.00 24,000.00 3,500.00 28,000.00 3,250.00 26,000.00 647.1 HUMUS M3 6,600. 17.50 115,500.00 14.00 92,400.00 14.00 92,400.00 647.250 HUMUS INTERMIXED 50 MM M3 15.1 20.50 309.55 20.00 302.00 20.00 302.00 651.13071 JUNIPERUS VIRGINIANA EASTERN REDCEDAR 2.1M B&B EA 65. 160.00 10,400.00 200.00 13,000.00 200.00 13,000.00 651.57071 PINUS NIGRA AUSTRIAN PINE 2.1M B&B EA 6. 200.00 1,200.00 350.00 2,100.00 350.00 2,100.00 656.19071 RHAMNUS FRANGULA COLUMNA. TALLHEDGE BUCKTHORN 1.5M B&B EA 64. 60.00 3,840.00 90.00 5,760.00 90.00 5,760.00 656.93051 VIBURNUM TRILOBUM AMERICAN CRANBERRYBUSH 0.9M B&B EA 33. 60.00 1,980.00 80.00 2,640.00 80.00 2,640.00 670.0451 CONSTRUCT AND REMOVE DETOURS U 1. 90,000.00 90,000.00 150,000.00 150,000.00 335,000.00 335,000.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 16. 250.00 4,000.00 125.00 2,000.00 200.00 3,200.00 10309A PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 670.101 TEMPORARY LIGHTING U 1. 22,500.00 22,500.00 20,000.00 20,000.00 22,000.00 22,000.00 678.106 IMPACT ATTENUATION DEVICE (SAND BARREL CRASH CUSHION), 60 KM/H (F) U 4. 3,900.00 15,600.00 7,500.00 30,000.00 3,500.00 14,000.00 692. MOBILIZATION U 1. 300,000.00 300,000.00 800,000.00 800,000.00 397,000.00 397,000.00 693. ON-THE-JOB TRAINING OF UNSKILLED WORKERS $ 1. 600.00 600.00 600.00 600.00 600.00 600.00 698.13 FIELD OFFICE TYPE C MON 21. 1,450.00 30,450.00 1,200.00 25,200.00 1,800.00 37,800.00 698.2 PHYSICAL TESTING LABORATORY MON 21. 1,200.00 25,200.00 600.00 12,600.00 800.00 16,800.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 1008.11 ALTERATIONS AND ADDITIONS AS NEEDED-UNANTICIPATED WORK $ 1. 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 1010.11 FUEL ADJUSTMENT, DIESEL $ 1. 35,000.00 35,000.00 35,000.00 35,000.00 35,000.00 35,000.00 1010.12 FUEL ADJUSTMENT, GASOLINE $ 1. 35,000.00 35,000.00 35,000.00 35,000.00 35,000.00 35,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 35,000.00 35,000.00 35,000.00 35,000.00 35,000.00 35,000.00 1010.3 QUALITY CONTROL/ QUALITY ASSURANCE (QC/QA) FOR ASPHALT $ 1. 44,000.00 44,000.00 44,000.00 44,000.00 44,000.00 44,000.00 1010.41 QUALITY CONTROL/ QUALITY ASSURANCE (QC/QA) FOR CONCRETE $ 1. 19,289.50 19,289.50 19,289.50 19,289.50 19,289.50 19,289.50 $7,655,638.95 $8,196,787.60 $8,595,775.10