THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: BELMONT STP-X-T-029-1(12), 12916 COUNTY AND CODE: BELKNAP 001 DATE BIDS OPEN: SEPTEMBER 21, 2006 SCOPE OF WORK: ROADWAY REHABILITATION LOCATION: US 3/NH 11 AND OLD STATE ROAD COMPLETION DATE: SEPTEMBER 15, 2008 A WEAVER BROS. CONST. CO .INC. PO BOX 1326, CONCORD, NH 03301 $ 7,966,941.60 B R. D. EDMUNDS & SONS, INC. 221 FRANKLIN STREET, FRANKLIN, NH 03235 $ 8,653,624.00 C R. S. AUDLEY INC 609 RT 3A, BOW, NH 03304 $ 8,888,972.30 D SARGENT CORPORATION 378 BENNOCH RD., STILLWATER, ME 04489 $ 9,161,273.00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) HA 1.34 22,000.00 29,480.00 30,000.00 40,200.00 35,000.00 46,900.00 201.21 REMOVING SMALL TREES EA 10. 150.00 1,500.00 350.00 3,500.00 300.00 3,000.00 202.201 DEMOLISHING BUILDINGS U 1. 21,000.00 21,000.00 25,000.00 25,000.00 12,000.00 12,000.00 202.202 DEMOLISHING BUILDINGS U 1. 17,000.00 17,000.00 25,000.00 25,000.00 12,000.00 12,000.00 202.31 FILL ABANDONED PIPE M3 27. 350.00 9,450.00 100.00 2,700.00 250.00 6,750.00 202.41 REMOVAL OF EXISTING PIPE 0-600 MM DIA. LM 1,078.2 42.00 45,284.40 30.00 32,346.00 45.00 48,519.00 202.42 REMOVAL OF EXISTING PIPE OVER 600 MM DIA. LM 85. 50.00 4,250.00 60.00 5,100.00 68.00 5,780.00 202.43 REMOVAL OF EXIST. ASBEST. CEMENT PIPE 0-600 MM DIA LM 13. 160.00 2,080.00 300.00 3,900.00 295.00 3,835.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 20. 340.00 6,800.00 300.00 6,000.00 260.00 5,200.00 202.6 CURB REMOVAL FOR STORAGE LM 53. 3.00 159.00 30.00 1,590.00 10.00 530.00 202.7 REMOVAL OF GUARDRAIL (F) LM 418. 5.40 2,257.20 10.00 4,180.00 6.00 2,508.00 203.1 COMMON EXCAVATION M3 50,000. 9.60 480,000.00 9.00 450,000.00 12.00 600,000.00 203.2 ROCK EXCAVATION M3 3,350. 24.00 80,400.00 40.00 134,000.00 42.00 140,700.00 203.35 HANDLING OF EXCAVATED, CONTAMINATED SOILS M3 420. 10.00 4,200.00 100.00 42,000.00 30.00 12,600.00 203.52 IMPERVIOUS MATERIAL (F) M3 1,394. 14.00 19,516.00 18.00 25,092.00 40.00 55,760.00 203.5554 GUARDRAIL 15.2M EAGRT PLATFORM U 1. 1,000.00 1,000.00 2,500.00 2,500.00 1,250.00 1,250.00 203.5555 GUARDRAIL 7.6M EAGRT PLATFORM U 4. 700.00 2,800.00 2,000.00 8,000.00 850.00 3,400.00 203.6 EMBANKMENT-IN-PLACE (F) M3 11,800. 5.40 63,720.00 7.00 82,600.00 12.00 141,600.00 206.1 COMMON STRUCTURE EXCAVATION M3 2,530. 13.45 34,028.50 30.00 75,900.00 15.00 37,950.00 12916 PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY M3 50. 26.00 1,300.00 50.00 2,500.00 50.00 2,500.00 206.2 ROCK STRUCTURE EXCAVATION M3 235. 185.00 43,475.00 100.00 23,500.00 150.00 35,250.00 207.1 COMMON CHANNEL EXCAVATION M3 1,600. 10.80 17,280.00 25.00 40,000.00 35.00 56,000.00 209.1 GRANULAR BACKFILL M3 500. 37.00 18,500.00 30.00 15,000.00 26.00 13,000.00 211.11 VIBRATION MONITORING SERVICES HR 200. 70.00 14,000.00 100.00 20,000.00 60.00 12,000.00 214. FINE GRADING U 1. 196,000.00 196,000.00 180,000.00 180,000.00 165,000.00 165,000.00 304.1 SAND (F) M3 13,570. 27.00 366,390.00 25.00 339,250.00 20.00 271,400.00 304.2 GRAVEL (F) M3 14,530. 27.00 392,310.00 25.00 363,250.00 22.00 319,660.00 304.3 CRUSHED GRAVEL (F) M3 15,030. 29.85 448,645.50 28.00 420,840.00 28.00 420,840.00 304.31 CRUSHED GRAVEL FOR SHIMMING M3 500. 30.00 15,000.00 35.00 17,500.00 31.00 15,500.00 304.35 CRUSHED GRAVEL FOR DRIVES M3 1,600. 30.00 48,000.00 35.00 56,000.00 31.00 49,600.00 304.399 TEMPORARY CRUSHED GRAVEL M3 1,500. 29.00 43,500.00 30.00 45,000.00 30.00 45,000.00 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) T 17,470. 67.00 1,170,490.00 70.00 1,222,900.00 67.00 1,170,490.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD T 370. 115.00 42,550.00 120.00 44,400.00 105.00 38,850.00 403.99 TEMPORARY BITUMINOUS PAVEMENT T 2,035. 68.00 138,380.00 80.00 162,800.00 67.00 136,345.00 417. COLD PLANING BITUMINOUS SURFACES M2 710. 14.00 9,940.00 20.00 14,200.00 13.00 9,230.00 504.1 COMMON BRIDGE EXCAVATION (F) M3 100. 28.00 2,800.00 25.00 2,500.00 16.00 1,600.00 508. STRUCTURAL FILL M3 22. 50.00 1,100.00 50.00 1,100.00 40.00 880.00 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) M3 1. 1,500.00 1,500.00 500.00 500.00 1,000.00 1,000.00 534.3 WATER REPELLENT (SILANE- SILOXANE) L 15. 20.00 300.00 40.00 600.00 10.00 150.00 570.4 MORTAR RUBBLE MASONRY (F) M3 33. 575.00 18,975.00 600.00 19,800.00 450.00 14,850.00 585.2 STONE FILL, CLASS B M3 1,750. 42.00 73,500.00 40.00 70,000.00 55.00 96,250.00 585.3 STONE FILL, CLASS C M3 1,020. 39.00 39,780.00 30.00 30,600.00 60.00 61,200.00 592.2 PRECAST CONCRETE MODULAR WALL M2 53. 400.00 21,200.00 500.00 26,500.00 600.00 31,800.00 593.421 GEOTEXTILE; PERM CONTROL CL.2, NON-WOVEN M2 1,750. 3.30 5,775.00 5.00 8,750.00 4.75 8,312.50 593.431 GEOTEXTILE; PERM CONTROL CL.3, NON-WOVEN M2 1,700. 3.30 5,610.00 5.00 8,500.00 4.75 8,075.00 603.00204 375 MM R.C. PIPE, CLASS III LM 300. 246.00 73,800.00 155.00 46,500.00 165.00 49,500.00 603.00205 450 MM R.C. PIPE, CLASS III LM 145. 131.00 18,995.00 175.00 25,375.00 185.00 26,825.00 603.00206 600 MM R.C. PIPE, CLASS III LM 66. 163.00 10,758.00 250.00 16,500.00 220.00 14,520.00 603.00208 750 MM R.C. PIPE, CLASS III LM 10. 215.00 2,150.00 300.00 3,000.00 275.00 2,750.00 603.00209 900 MM R.C. PIPE, CLASS III LM 83. 260.00 21,580.00 400.00 33,200.00 340.00 28,220.00 12916 PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 603.00211 1050 MM R.C. PIPE, CLASS III LM 355. 253.00 89,815.00 400.00 142,000.00 500.00 177,500.00 603.00303 300 MM R.C. PIPE, CLASS IV LM 48. 85.00 4,080.00 125.00 6,000.00 160.00 7,680.00 603.00304 375 MM R.C. PIPE, CLASS IV LM 110. 100.00 11,000.00 170.00 18,700.00 175.00 19,250.00 603.00306 600 MM R.C. PIPE, CLASS IV LM 31. 165.00 5,115.00 270.00 8,370.00 250.00 7,750.00 603.00311 1050 MM R.C. PIPE, CLASS IV LM 105. 285.00 29,925.00 425.00 44,625.00 455.00 47,775.00 603.11204 375 MM CORR. STEEL PIPE, 2.01 MM LM 1.5 333.00 499.50 200.00 300.00 130.00 195.00 603.11205 450 MM CORR. STEEL PIPE, 2.01 MM LM 4. 200.00 800.00 200.00 800.00 160.00 640.00 603.11206 600 MM CORR. STEEL PIPE, 2.01 MM LM 1.5 370.00 555.00 300.00 450.00 180.00 270.00 603.36103 300 MM ALUMINIZED STEEL (TYPE 2) END SECTION EA 3. 130.00 390.00 200.00 600.00 350.00 1,050.00 603.36104 375 MM ALUMINIZED STEEL (TYPE 2) END SECTION EA 7. 155.00 1,085.00 200.00 1,400.00 400.00 2,800.00 603.36105 450 MM ALUMINZED STEEL (TYPE 2) END SECTION EA 6. 200.00 1,200.00 300.00 1,800.00 425.00 2,550.00 603.36106 600 MM ALUMINIZED STEEL (TYPE 2) END SECTION EA 2. 250.00 500.00 400.00 800.00 525.00 1,050.00 603.49003 300 MM PIPE FOR SLOPE DRAIN. (CONTRACTORS OPTION) LM 4.3 122.00 524.60 150.00 645.00 125.00 537.50 603.6 RELAYING 0-600 MM DRAINAG PIPE LM 15. 65.00 975.00 125.00 1,875.00 150.00 2,250.00 603.60009 RELAYING 900 MM DRAINAGE PIPE LM 1.5 100.00 150.00 200.00 300.00 250.00 375.00 603.83203 300 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 62. 85.00 5,270.00 120.00 7,440.00 115.00 7,130.00 603.83204 375 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 1,049. 100.00 104,900.00 135.00 141,615.00 125.00 131,125.00 603.83205 450 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 420. 118.00 49,560.00 150.00 63,000.00 150.00 63,000.00 603.83206 600 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 400. 148.00 59,200.00 180.00 72,000.00 170.00 68,000.00 603.83208 750 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 175. 150.00 26,250.00 200.00 35,000.00 225.00 39,375.00 603.83209 900 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 160. 190.00 30,400.00 230.00 36,800.00 250.00 40,000.00 604.0007 POLYETHYLENE LINER EA 122. 230.00 28,060.00 200.00 24,400.00 230.00 28,060.00 604.12 CATCH BASINS TYPE B U 61. 1,675.00 102,175.00 1,600.00 97,600.00 2,150.00 131,150.00 604.1215 CATCH BASINS TYPE B, 1.5 M DIA U 7. 2,700.00 18,900.00 2,000.00 14,000.00 3,150.00 22,050.00 604.1218 CATCH BASINS TYPE B, 1.8 M DIA U 17. 3,800.00 64,600.00 2,500.00 42,500.00 4,200.00 71,400.00 604.1224 CATCH BASINS TYPE B, 2.4 M DIA U 3. 9,000.00 27,000.00 3,500.00 10,500.00 8,500.00 25,500.00 12916 PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 604.16 CATCH BASINS TYPE F U 33. 1,800.00 59,400.00 2,000.00 66,000.00 2,250.00 74,250.00 604.1615 CATCH BASINS TYPE F, 1.5 M DIA U 13. 2,800.00 36,400.00 2,500.00 32,500.00 3,250.00 42,250.00 604.1618 CATCH BASINS TYPE F, 1.8 M DIA U 2.2 4,000.00 8,800.00 3,000.00 6,600.00 4,250.00 9,350.00 604.1621 CATCH BASIN TYPE F 2.1M DIA U 1.2 9,100.00 10,920.00 4,000.00 4,800.00 8,000.00 9,600.00 604.22 DROP INLETS TYPE B U 1. 1,400.00 1,400.00 2,000.00 2,000.00 1,700.00 1,700.00 604.32 DRAINAGE MANHOLES U 12.1 2,000.00 24,200.00 2,000.00 24,200.00 2,200.00 26,620.00 604.3215 DRAINAGE MANHOLES, 1.5 M DIA U 7. 3,000.00 21,000.00 2,500.00 17,500.00 3,200.00 22,400.00 604.3218 DRAINAGE MANHOLES, 1.8 M DIA U 8.4 4,500.00 37,800.00 3,000.00 25,200.00 4,250.00 35,700.00 604.3221 DRAINAGE MANHOLES, 2.1 M DIA U 1.5 10,000.00 15,000.00 4,000.00 6,000.00 8,000.00 12,000.00 604.3224 DRAINAGE MANHOLES, 2.4 M DIA U 1.2 10,000.00 12,000.00 4,000.00 4,800.00 8,500.00 10,200.00 604.391 SPECIAL MANHOLES U 1. 3,500.00 3,500.00 5,000.00 5,000.00 9,500.00 9,500.00 604.392 SPECIAL MANHOLES U 1. 4,500.00 4,500.00 5,000.00 5,000.00 10,750.00 10,750.00 604.4 RECONSTRUCTING/ADJUSTING CATCH BASIN & DROP INLET LM 1.3 1,100.00 1,430.00 800.00 1,040.00 575.00 747.50 604.51 RECONSTRUCTING/ADJUSTING SEWER MANHOLES LM .9 1,200.00 1,080.00 800.00 720.00 575.00 517.50 604.52 RECONSTRUCTING/ ADJUSTING DRAINAGE MANHOLES LM 2.3 1,100.00 2,530.00 800.00 1,840.00 575.00 1,322.50 605.515 150 MM PERF. CORR. POLYETHYL. PIPE. UND. LM 3,420. 53.00 181,260.00 50.00 171,000.00 70.00 239,400.00 605.79 UNDERDRAIN FLUSHING BASINS EA 13. 575.00 7,475.00 600.00 7,800.00 560.00 7,280.00 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LM 325. 53.00 17,225.00 70.00 22,750.00 55.00 17,875.00 606.141 BEAM GUARDRAIL (CURVED W/CRT POSTS) LM 17.2 70.00 1,204.00 90.00 1,548.00 66.00 1,135.20 606.1454 BEAM GUARDRAIL (TERMINAL UNIT TYPE EAGRT 15.2 M) U 1. 2,300.00 2,300.00 3,000.00 3,000.00 2,250.00 2,250.00 606.1455 BEAM GUARDRAIL (TERMINAL UNIT TYPE EAGRT 7.6 M) U 4. 2,000.00 8,000.00 2,500.00 10,000.00 1,950.00 7,800.00 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LM 480. 57.00 27,360.00 40.00 19,200.00 55.00 26,400.00 606.84 ANCHOR FOR CURVED GUARD- RAIL W/CRT POSTS U 1. 1,100.00 1,100.00 1,500.00 1,500.00 1,200.00 1,200.00 606.9523 TEMP. IMPACT ATTENUATION DEVICE (NON-REDIRECTIVE) TEST LEVEL 3 U 4. 3,500.00 14,000.00 2,000.00 8,000.00 4,000.00 16,000.00 607.312 CHAIN LINK FENCE WITH VINYL-COATED STEEL FABRI 1.2 METERS HIGH LM 865. 57.00 49,305.00 60.00 51,900.00 54.00 46,710.00 607.31236 3.6 METER CHAIN LINK GATE WITH VINYL-COATED STEEL FABRIC, 1.2 METERS HIGH EA 3. 1,500.00 4,500.00 1,500.00 4,500.00 1,250.00 3,750.00 12916 PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 607.412 POST ASSEMBLIES FOR CHAIN LINK FENCE, 1.2 METERS HIGH EA 28. 175.00 4,900.00 200.00 5,600.00 150.00 4,200.00 608.105 50 MM BITUMINOUS SIDEWALK (F) M2 1,389. 14.30 19,862.70 40.00 55,560.00 16.00 22,224.00 608.210 100 MM CONCRETE SIDEWALK (F) M2 23.5 37.00 869.50 60.00 1,410.00 37.00 869.50 608.215 150 MM CONCRETE SIDEWALK (F) M2 1,755. 39.00 68,445.00 80.00 140,400.00 40.00 70,200.00 608.54 DETECTABLE WARNING DEVICES, CAST IRON M2 5.3 500.00 2,650.00 1,000.00 5,300.00 350.00 1,855.00 609.01 STRAIGHT GRANITE CURB LM 2,517.5 48.00 120,840.00 60.00 151,050.00 46.00 115,805.00 609.02 CURVED GRANITE CURB LM 145. 80.00 11,600.00 100.00 14,500.00 72.00 10,440.00 609.2115 STRAIGHT GRANITE SLOPE CURB 150 MM HIGH LM 1,935. 45.00 87,075.00 50.00 96,750.00 40.00 77,400.00 609.2215 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS, 150 MM HIGH LM 75. 46.00 3,450.00 70.00 5,250.00 40.00 3,000.00 609.2315 CURVED GRANITE SLOPE CURB 150 MM HIGH LM 1.5 175.00 262.50 150.00 225.00 150.00 225.00 609.5 RESET GRANITE CURB LM 52. 20.00 1,040.00 50.00 2,600.00 20.00 1,040.00 609.811 BITUMINOUS CURB TYPE B (100 MM REVEAL) LM 63. 16.00 1,008.00 50.00 3,150.00 16.00 1,008.00 609.960 SPECIAL STRAIGHT GRANITE CURB (300 MM - 600 MM REVEAL) LM 8. 400.00 3,200.00 400.00 3,200.00 250.00 2,000.00 611.05215 150 MM CEMENT LINED DUCT- ILE IRON WATER PIPE , CL.52 LM 29. 185.00 5,365.00 120.00 3,480.00 200.00 5,800.00 611.05220 200 MM CEMENT LINED DUCT- ILE IRON WATER PIPE , CL.52 LM 46. 315.00 14,490.00 150.00 6,900.00 205.00 9,430.00 611.05230 300 MM CEMENT LINED DUCT- ILE IRON WATER PIPE , CL.52 LM 804. 215.00 172,860.00 180.00 144,720.00 210.00 168,840.00 611.50025 25 MM SERVICE CONNECTIONS LM 4. 625.00 2,500.00 100.00 400.00 250.00 1,000.00 611.50050 50 MM SERVICE CONNECTIONS LM 6. 1,210.00 7,260.00 125.00 750.00 350.00 2,100.00 611.70015 150 MM FITTINGS EA 6. 355.00 2,130.00 200.00 1,200.00 400.00 2,400.00 611.70020 200 MM FITTINGS EA 5. 525.00 2,625.00 300.00 1,500.00 550.00 2,750.00 611.70030 300 MM FITTINGS EA 21. 550.00 11,550.00 500.00 10,500.00 625.00 13,125.00 611.71015 150 MM GATE VALVES EA 5. 900.00 4,500.00 800.00 4,000.00 950.00 4,750.00 611.71020 200 MM GATE VALVES EA 2. 1,135.00 2,270.00 1,000.00 2,000.00 1,300.00 2,600.00 611.71030 300 MM GATE VALVES EA 10. 1,900.00 19,000.00 2,000.00 20,000.00 1,950.00 19,500.00 611.74 CHLORINE INJECTION TAP EA 3. 525.00 1,575.00 600.00 1,800.00 800.00 2,400.00 611.74030 300 MM TAPPING SLEEVE AND VALVE EA 1. 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 611.81 HYDRANTS EA 3. 3,700.00 11,100.00 2,500.00 7,500.00 2,450.00 7,350.00 611.814 REMOVING HYDRANT U 3. 1,000.00 3,000.00 700.00 2,100.00 550.00 1,650.00 611.951 WATER MAIN INSULATION M2 67. 24.00 1,608.00 30.00 2,010.00 25.00 1,675.00 614.3081 75 MM STEEL CONDUIT LM 30. 53.00 1,590.00 90.00 2,700.00 50.00 1,500.00 12916 PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 614.511 CONCRETE PULL BOX 350 MM EA 33. 280.00 9,240.00 300.00 9,900.00 250.00 8,250.00 614.522 MOLDED PULL BOX 325 MM X 600 MM EA 14. 280.00 3,920.00 300.00 4,200.00 275.00 3,850.00 614.70814 75 MM PVC PLASTIC CONDUIT SCHEDULE 40 LM 390. 21.00 8,190.00 30.00 11,700.00 20.00 7,800.00 614.70818 75 MM PVC PLASTIC CONDUIT SCHEDULE 80 LM 460. 45.00 20,700.00 60.00 27,600.00 40.00 18,400.00 614.71014 100 MM PVC PLASTIC CONDUI SCHEDULE 40 LM 430. 29.00 12,470.00 30.00 12,900.00 25.00 10,750.00 614.71018 100 MM PVC PLASTIC CONDUI SCHEDULE 80 LM 125. 53.00 6,625.00 80.00 10,000.00 45.00 5,625.00 615.02 TRAFFIC SIGN TYPE B (F) M2 4.2 750.00 3,150.00 750.00 3,150.00 700.00 2,940.00 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) M2 22.69 900.00 20,421.00 1,200.00 27,228.00 875.00 19,853.75 615.03 TRAFFIC SIGN TYPE C (F) M2 33.12 400.00 13,248.00 600.00 19,872.00 380.00 12,585.60 615.032 TRAFFIC SIGN TYPE C, BREAKAWAY MOUNTS (F) M2 2.88 1,000.00 2,880.00 1,100.00 3,168.00 900.00 2,592.00 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 12. 225.00 2,700.00 250.00 3,000.00 175.00 2,100.00 615.05 TRAFFIC SIGN TYPE BB (F) M2 2.76 300.00 828.00 600.00 1,656.00 175.00 483.00 615.06 TRAFFIC SIGN TYPE CC (F) M2 6.19 180.00 1,114.20 300.00 1,857.00 175.00 1,083.25 615.064 RELOCATING TRAFFIC SIGN TYPE CC U 3. 25.00 75.00 200.00 600.00 25.00 75.00 615.40301 REMOVING SPAN WIRE SIGN STRUCTURE U 1. 3,000.00 3,000.00 5,000.00 5,000.00 650.00 650.00 616.101 TRAFFIC SIGNALS U 1. 65,000.00 65,000.00 70,000.00 70,000.00 60,000.00 60,000.00 616.102 TRAFFIC SIGNALS U 1. 79,000.00 79,000.00 85,000.00 85,000.00 73,000.00 73,000.00 616.103 TRAFFIC SIGNALS U 1. 82,000.00 82,000.00 90,000.00 90,000.00 75,000.00 75,000.00 616.122 COMMUNICATIONS CABLE LM 555. 4.50 2,497.50 6.00 3,330.00 4.50 2,497.50 616.141 COMPUTER EQUIPMENT AND SOFTWARE U 1. 2,700.00 2,700.00 3,500.00 3,500.00 2,000.00 2,000.00 616.161 TRAFFIC SIGNALS (TEMP.) U 1. 11,000.00 11,000.00 13,000.00 13,000.00 10,000.00 10,000.00 616.162 TRAFFIC SIGNALS (TEMP.) U 1. 10,000.00 10,000.00 13,000.00 13,000.00 10,000.00 10,000.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 375,000.00 375,000.00 375,000.00 375,000.00 375,000.00 375,000.00 618.7 FLAGGERS HR 7,000. 17.00 119,000.00 18.00 126,000.00 22.00 154,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 170,000.00 170,000.00 350,000.00 350,000.00 225,000.00 225,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 3. 15,000.00 45,000.00 20,000.00 60,000.00 17,000.00 51,000.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 23. 5.00 115.00 10.00 230.00 4.00 92.00 621.31 SINGLE DELINEATOR WITH POST EA 166. 30.00 4,980.00 30.00 4,980.00 25.00 4,150.00 622.1 STEEL WITNESS MARKERS EA 35. 27.00 945.00 30.00 1,050.00 25.00 875.00 622.2 CONCRETE BOUNDS EA 23. 270.00 6,210.00 300.00 6,900.00 250.00 5,750.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 8. 575.00 4,600.00 1,000.00 8,000.00 500.00 4,000.00 625.52 LIGHT POLE (HIGHWAY) U 6. 1,600.00 9,600.00 2,000.00 12,000.00 1,600.00 9,600.00 625.882 RESET LIGHT POLE (HIGHWAY) EA 2. 550.00 1,100.00 1,000.00 2,000.00 500.00 1,000.00 12916 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 990. 6.60 6,534.00 10.00 9,900.00 6.00 5,940.00 628.3 SAWED PAVEMENT LM 1,930. 10.00 19,300.00 10.00 19,300.00 6.50 12,545.00 632.0110 RETROREFLECTIVE PAINT PAVEMENT MARKING, 100 MM LINE LM 53,500. .52 27,820.00 .55 29,425.00 .50 26,750.00 632.0120 RETROREFLECTIVE PAINT PAVEMENT MARKING, 200 MM LINE LM 520. 1.00 520.00 1.20 624.00 1.00 520.00 632.0145 RETROREFLECTIVE PAINT PAVEMENT MARKING, 450 MM LINE LM 280. 3.75 1,050.00 4.00 1,120.00 3.50 980.00 632.3115 RETROREFLECT. THERMOPLAS. PAVE. MARKING 150 MM LIN LM 93. 4.00 372.00 4.00 372.00 3.00 279.00 632.3145 RETROREFLECT. THERMOPLAS. PAVE. MARKING 450 MM LIN LM 128. 7.00 896.00 7.00 896.00 7.50 960.00 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD M2 100. 47.00 4,700.00 50.00 5,000.00 45.00 4,500.00 632.9110 OBLITERATE PAVEMENT MARKING, 100 MM LINE LM 2,600. 1.25 3,250.00 1.50 3,900.00 1.20 3,120.00 641. LOAM M3 1,350. 23.00 31,050.00 25.00 33,750.00 24.00 32,400.00 643.22 FERTILIZER FOR REFERTIL- IZATION T .4 1,300.00 520.00 1,500.00 600.00 1,000.00 400.00 644.75 WET MEADOW SEED TYPE 75 KG 33. 120.00 3,960.00 150.00 4,950.00 110.00 3,630.00 644.82 SALT-TOLERANT GRASS SEED, TYPE 82 KG 6. 55.00 330.00 100.00 600.00 50.00 300.00 645.23 CHANNEL STABILIZATION (LOW VELOCITY) M2 3,450. 1.90 6,555.00 2.00 6,900.00 1.80 6,210.00 645.3 EROSION STONE T 210. 25.00 5,250.00 35.00 7,350.00 40.00 8,400.00 645.51 HAY BALES FOR TEMPORARY EROSION CONTROL EA 2,625. 6.00 15,750.00 6.00 15,750.00 7.00 18,375.00 645.531 SILT FENCE LM 1,650. 8.05 13,282.50 15.00 24,750.00 8.50 14,025.00 646.3 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS HA 3.2 3,800.00 12,160.00 2,000.00 6,400.00 3,500.00 11,200.00 647.1 HUMUS M3 2,050. 21.00 43,050.00 30.00 61,500.00 21.00 43,050.00 647.250 HUMUS INTERMIXED 50 MM M3 49. 19.00 931.00 30.00 1,470.00 25.00 1,225.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 10. 175.00 1,750.00 300.00 3,000.00 200.00 2,000.00 670.0661 MULTIPLE MAILBOXES SUPPORT ASSEMBLIES EA 5. 250.00 1,250.00 400.00 2,000.00 275.00 1,375.00 670.101 TEMPORARY LIGHTING U 1. 15,000.00 15,000.00 15,000.00 15,000.00 10,000.00 10,000.00 692. MOBILIZATION U 1. 380,000.00 380,000.00 450,000.00 450,000.00 810,000.00 810,000.00 693. ON-THE-JOB TRAINING OF UNSKILLED WORKERS $ 1. 600.00 600.00 600.00 600.00 600.00 600.00 698.12 FIELD OFFICE TYPE B MON 20. 1,900.00 38,000.00 2,000.00 40,000.00 1,650.00 33,000.00 698.2 PHYSICAL TESTING LABORATORY MON 20. 1,200.00 24,000.00 1,000.00 20,000.00 1,000.00 20,000.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 75,000.00 75,000.00 75,000.00 75,000.00 75,000.00 75,000.00 12916 PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 1008.11 ALTERATIONS AND ADDITIONS AS NEEDED - UNANTICIPATED WORK $ 1. 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 1008.21 ALTERATIONS AND ADDITIONS AS NEEDED - STONE BLOCKS $ 1. 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 1008.3 ALTERATIONS AND ADDITIONS AS NEEDED - TEMPORARY DRAINAGE $ 1. 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 1009.1 PROJECT HEALTH AND SAFETY PLAN $ 1. 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 3,000.00 1009.2 TREATMENT OR DISPOSAL OF CONTAMINATED SOIL GROUNDWATER $ 1. 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 1010.15 FUEL ADJUSTMENT $ 1. 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 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. 60,000.00 60,000.00 60,000.00 60,000.00 60,000.00 60,000.00 $7,966,941.60 $8,653,624.00 $8,888,972.30 THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: BELMONT STP-X-T-029-1(12), 12916 COUNTY AND CODE: BELKNAP 001 DATE BIDS OPEN: SEPTEMBER 21, 2006 SCOPE OF WORK: ROADWAY REHABILITATION LOCATION: US 3/NH 11 AND OLD STATE ROAD COMPLETION DATE: SEPTEMBER 15, 2008 A WEAVER BROS. CONST. CO .INC. PO BOX 1326, CONCORD, NH 03301 $ 7,966,941.60 B R. D. EDMUNDS & SONS, INC. 221 FRANKLIN STREET, FRANKLIN, NH 03235 $ 8,653,624.00 C R. S. AUDLEY INC 609 RT 3A, BOW, NH 03304 $ 8,888,972.30 D SARGENT CORPORATION 378 BENNOCH RD., STILLWATER, ME 04489 $ 9,161,273.00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) HA 1.34 34,000.00 45,560.00 201.21 REMOVING SMALL TREES EA 10. 400.00 4,000.00 202.201 DEMOLISHING BUILDINGS U 1. 30,000.30 30,000.30 202.202 DEMOLISHING BUILDINGS U 1. 26,000.00 26,000.00 202.31 FILL ABANDONED PIPE M3 27. 225.00 6,075.00 202.41 REMOVAL OF EXISTING PIPE 0-600 MM DIA. LM 1,078.2 35.00 37,737.00 202.42 REMOVAL OF EXISTING PIPE OVER 600 MM DIA. LM 85. 50.00 4,250.00 202.43 REMOVAL OF EXIST. ASBEST. CEMENT PIPE 0-600 MM DIA LM 13. 200.00 2,600.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 20. 400.00 8,000.00 202.6 CURB REMOVAL FOR STORAGE LM 53. 25.00 1,325.00 202.7 REMOVAL OF GUARDRAIL (F) LM 418. 10.00 4,180.00 203.1 COMMON EXCAVATION M3 50,000. 13.00 650,000.00 203.2 ROCK EXCAVATION M3 3,350. 47.00 157,450.00 203.35 HANDLING OF EXCAVATED, CONTAMINATED SOILS M3 420. 55.00 23,100.00 203.52 IMPERVIOUS MATERIAL (F) M3 1,394. 28.00 39,032.00 203.5554 GUARDRAIL 15.2M EAGRT PLATFORM U 1. 2,400.00 2,400.00 203.5555 GUARDRAIL 7.6M EAGRT PLATFORM U 4. 1,800.00 7,200.00 203.6 EMBANKMENT-IN-PLACE (F) M3 11,800. 8.00 94,400.00 206.1 COMMON STRUCTURE EXCAVATION M3 2,530. 17.00 43,010.00 12916 PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY M3 50. 35.00 1,750.00 206.2 ROCK STRUCTURE EXCAVATION M3 235. 220.00 51,700.00 207.1 COMMON CHANNEL EXCAVATION M3 1,600. 18.00 28,800.00 209.1 GRANULAR BACKFILL M3 500. 40.00 20,000.00 211.11 VIBRATION MONITORING SERVICES HR 200. 200.00 40,000.00 214. FINE GRADING U 1. 164,000.00 164,000.00 304.1 SAND (F) M3 13,570. 21.00 284,970.00 304.2 GRAVEL (F) M3 14,530. 25.00 363,250.00 304.3 CRUSHED GRAVEL (F) M3 15,030. 32.00 480,960.00 304.31 CRUSHED GRAVEL FOR SHIMMING M3 500. 33.00 16,500.00 304.35 CRUSHED GRAVEL FOR DRIVES M3 1,600. 32.00 51,200.00 304.399 TEMPORARY CRUSHED GRAVEL M3 1,500. 38.00 57,000.00 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) T 17,470. 66.50 1,161,755.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD T 370. 109.00 40,330.00 403.99 TEMPORARY BITUMINOUS PAVEMENT T 2,035. 70.00 142,450.00 417. COLD PLANING BITUMINOUS SURFACES M2 710. 16.00 11,360.00 504.1 COMMON BRIDGE EXCAVATION (F) M3 100. 22.00 2,200.00 508. STRUCTURAL FILL M3 22. 38.00 836.00 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) M3 1. 700.00 700.00 534.3 WATER REPELLENT (SILANE- SILOXANE) L 15. 15.00 225.00 570.4 MORTAR RUBBLE MASONRY (F) M3 33. 975.00 32,175.00 585.2 STONE FILL, CLASS B M3 1,750. 55.00 96,250.00 585.3 STONE FILL, CLASS C M3 1,020. 64.00 65,280.00 592.2 PRECAST CONCRETE MODULAR WALL M2 53. 380.00 20,140.00 593.421 GEOTEXTILE; PERM CONTROL CL.2, NON-WOVEN M2 1,750. 2.00 3,500.00 593.431 GEOTEXTILE; PERM CONTROL CL.3, NON-WOVEN M2 1,700. 2.00 3,400.00 603.00204 375 MM R.C. PIPE, CLASS III LM 300. 110.00 33,000.00 603.00205 450 MM R.C. PIPE, CLASS III LM 145. 115.00 16,675.00 603.00206 600 MM R.C. PIPE, CLASS III LM 66. 150.00 9,900.00 603.00208 750 MM R.C. PIPE, CLASS III LM 10. 200.00 2,000.00 603.00209 900 MM R.C. PIPE, CLASS III LM 83. 250.00 20,750.00 12916 PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 603.00211 1050 MM R.C. PIPE, CLASS III LM 355. 402.00 142,710.00 603.00303 300 MM R.C. PIPE, CLASS IV LM 48. 100.00 4,800.00 603.00304 375 MM R.C. PIPE, CLASS IV LM 110. 114.00 12,540.00 603.00306 600 MM R.C. PIPE, CLASS IV LM 31. 162.00 5,022.00 603.00311 1050 MM R.C. PIPE, CLASS IV LM 105. 420.00 44,100.00 603.11204 375 MM CORR. STEEL PIPE, 2.01 MM LM 1.5 224.00 336.00 603.11205 450 MM CORR. STEEL PIPE, 2.01 MM LM 4. 228.00 912.00 603.11206 600 MM CORR. STEEL PIPE, 2.01 MM LM 1.5 255.00 382.50 603.36103 300 MM ALUMINIZED STEEL (TYPE 2) END SECTION EA 3. 400.00 1,200.00 603.36104 375 MM ALUMINIZED STEEL (TYPE 2) END SECTION EA 7. 420.00 2,940.00 603.36105 450 MM ALUMINZED STEEL (TYPE 2) END SECTION EA 6. 460.00 2,760.00 603.36106 600 MM ALUMINIZED STEEL (TYPE 2) END SECTION EA 2. 500.00 1,000.00 603.49003 300 MM PIPE FOR SLOPE DRAIN. (CONTRACTORS OPTION) LM 4.3 170.00 731.00 603.6 RELAYING 0-600 MM DRAINAG PIPE LM 15. 132.00 1,980.00 603.60009 RELAYING 900 MM DRAINAGE PIPE LM 1.5 210.00 315.00 603.83203 300 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 62. 104.00 6,448.00 603.83204 375 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 1,049. 111.00 116,439.00 603.83205 450 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 420. 140.00 58,800.00 603.83206 600 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 400. 166.00 66,400.00 603.83208 750 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 175. 225.00 39,375.00 603.83209 900 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 160. 280.00 44,800.00 604.0007 POLYETHYLENE LINER EA 122. 244.00 29,768.00 604.12 CATCH BASINS TYPE B U 61. 2,215.00 135,115.00 604.1215 CATCH BASINS TYPE B, 1.5 M DIA U 7. 2,970.00 20,790.00 604.1218 CATCH BASINS TYPE B, 1.8 M DIA U 17. 4,038.00 68,646.00 604.1224 CATCH BASINS TYPE B, 2.4 M DIA U 3. 8,060.00 24,180.00 12916 PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 604.16 CATCH BASINS TYPE F U 33. 2,254.00 74,382.00 604.1615 CATCH BASINS TYPE F, 1.5 M DIA U 13. 3,152.00 40,976.00 604.1618 CATCH BASINS TYPE F, 1.8 M DIA U 2.2 4,030.00 8,866.00 604.1621 CATCH BASIN TYPE F 2.1M DIA U 1.2 7,780.00 9,336.00 604.22 DROP INLETS TYPE B U 1. 2,216.00 2,216.00 604.32 DRAINAGE MANHOLES U 12.1 2,400.00 29,040.00 604.3215 DRAINAGE MANHOLES, 1.5 M DIA U 7. 3,100.00 21,700.00 604.3218 DRAINAGE MANHOLES, 1.8 M DIA U 8.4 3,900.00 32,760.00 604.3221 DRAINAGE MANHOLES, 2.1 M DIA U 1.5 7,800.00 11,700.00 604.3224 DRAINAGE MANHOLES, 2.4 M DIA U 1.2 8,550.00 10,260.00 604.391 SPECIAL MANHOLES U 1. 3,400.00 3,400.00 604.392 SPECIAL MANHOLES U 1. 3,400.00 3,400.00 604.4 RECONSTRUCTING/ADJUSTING CATCH BASIN & DROP INLET LM 1.3 1,000.00 1,300.00 604.51 RECONSTRUCTING/ADJUSTING SEWER MANHOLES LM .9 1,000.00 900.00 604.52 RECONSTRUCTING/ ADJUSTING DRAINAGE MANHOLES LM 2.3 1,000.00 2,300.00 605.515 150 MM PERF. CORR. POLYETHYL. PIPE. UND. LM 3,420. 73.00 249,660.00 605.79 UNDERDRAIN FLUSHING BASINS EA 13. 740.00 9,620.00 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LM 325. 64.00 20,800.00 606.141 BEAM GUARDRAIL (CURVED W/CRT POSTS) LM 17.2 76.00 1,307.20 606.1454 BEAM GUARDRAIL (TERMINAL UNIT TYPE EAGRT 15.2 M) U 1. 2,600.00 2,600.00 606.1455 BEAM GUARDRAIL (TERMINAL UNIT TYPE EAGRT 7.6 M) U 4. 2,200.00 8,800.00 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LM 480. 126.00 60,480.00 606.84 ANCHOR FOR CURVED GUARD- RAIL W/CRT POSTS U 1. 1,600.00 1,600.00 606.9523 TEMP. IMPACT ATTENUATION DEVICE (NON-REDIRECTIVE) TEST LEVEL 3 U 4. 2,500.00 10,000.00 607.312 CHAIN LINK FENCE WITH VINYL-COATED STEEL FABRI 1.2 METERS HIGH LM 865. 65.00 56,225.00 607.31236 3.6 METER CHAIN LINK GATE WITH VINYL-COATED STEEL FABRIC, 1.2 METERS HIGH EA 3. 1,500.00 4,500.00 12916 PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 607.412 POST ASSEMBLIES FOR CHAIN LINK FENCE, 1.2 METERS HIGH EA 28. 210.00 5,880.00 608.105 50 MM BITUMINOUS SIDEWALK (F) M2 1,389. 20.00 27,780.00 608.210 100 MM CONCRETE SIDEWALK (F) M2 23.5 55.00 1,292.50 608.215 150 MM CONCRETE SIDEWALK (F) M2 1,755. 60.00 105,300.00 608.54 DETECTABLE WARNING DEVICES, CAST IRON M2 5.3 125.00 662.50 609.01 STRAIGHT GRANITE CURB LM 2,517.5 70.00 176,225.00 609.02 CURVED GRANITE CURB LM 145. 85.00 12,325.00 609.2115 STRAIGHT GRANITE SLOPE CURB 150 MM HIGH LM 1,935. 50.00 96,750.00 609.2215 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS, 150 MM HIGH LM 75. 55.00 4,125.00 609.2315 CURVED GRANITE SLOPE CURB 150 MM HIGH LM 1.5 175.00 262.50 609.5 RESET GRANITE CURB LM 52. 55.00 2,860.00 609.811 BITUMINOUS CURB TYPE B (100 MM REVEAL) LM 63. 16.00 1,008.00 609.960 SPECIAL STRAIGHT GRANITE CURB (300 MM - 600 MM REVEAL) LM 8. 175.00 1,400.00 611.05215 150 MM CEMENT LINED DUCT- ILE IRON WATER PIPE , CL.52 LM 29. 180.00 5,220.00 611.05220 200 MM CEMENT LINED DUCT- ILE IRON WATER PIPE , CL.52 LM 46. 228.00 10,488.00 611.05230 300 MM CEMENT LINED DUCT- ILE IRON WATER PIPE , CL.52 LM 804. 247.00 198,588.00 611.50025 25 MM SERVICE CONNECTIONS LM 4. 245.00 980.00 611.50050 50 MM SERVICE CONNECTIONS LM 6. 330.00 1,980.00 611.70015 150 MM FITTINGS EA 6. 304.00 1,824.00 611.70020 200 MM FITTINGS EA 5. 412.00 2,060.00 611.70030 300 MM FITTINGS EA 21. 640.00 13,440.00 611.71015 150 MM GATE VALVES EA 5. 1,060.00 5,300.00 611.71020 200 MM GATE VALVES EA 2. 1,425.00 2,850.00 611.71030 300 MM GATE VALVES EA 10. 2,280.00 22,800.00 611.74 CHLORINE INJECTION TAP EA 3. 680.00 2,040.00 611.74030 300 MM TAPPING SLEEVE AND VALVE EA 1. 6,700.00 6,700.00 611.81 HYDRANTS EA 3. 3,800.00 11,400.00 611.814 REMOVING HYDRANT U 3. 500.00 1,500.00 611.951 WATER MAIN INSULATION M2 67. 20.00 1,340.00 614.3081 75 MM STEEL CONDUIT LM 30. 65.00 1,950.00 12916 PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 614.511 CONCRETE PULL BOX 350 MM EA 33. 375.00 12,375.00 614.522 MOLDED PULL BOX 325 MM X 600 MM EA 14. 400.00 5,600.00 614.70814 75 MM PVC PLASTIC CONDUIT SCHEDULE 40 LM 390. 30.00 11,700.00 614.70818 75 MM PVC PLASTIC CONDUIT SCHEDULE 80 LM 460. 55.00 25,300.00 614.71014 100 MM PVC PLASTIC CONDUI SCHEDULE 40 LM 430. 55.00 23,650.00 614.71018 100 MM PVC PLASTIC CONDUI SCHEDULE 80 LM 125. 68.00 8,500.00 615.02 TRAFFIC SIGN TYPE B (F) M2 4.2 770.00 3,234.00 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) M2 22.69 950.00 21,555.50 615.03 TRAFFIC SIGN TYPE C (F) M2 33.12 400.00 13,248.00 615.032 TRAFFIC SIGN TYPE C, BREAKAWAY MOUNTS (F) M2 2.88 1,000.00 2,880.00 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 12. 220.00 2,640.00 615.05 TRAFFIC SIGN TYPE BB (F) M2 2.76 325.00 897.00 615.06 TRAFFIC SIGN TYPE CC (F) M2 6.19 200.00 1,238.00 615.064 RELOCATING TRAFFIC SIGN TYPE CC U 3. 125.00 375.00 615.40301 REMOVING SPAN WIRE SIGN STRUCTURE U 1. 3,500.00 3,500.00 616.101 TRAFFIC SIGNALS U 1. 80,850.00 80,850.00 616.102 TRAFFIC SIGNALS U 1. 99,725.00 99,725.00 616.103 TRAFFIC SIGNALS U 1. 101,975.00 101,975.00 616.122 COMMUNICATIONS CABLE LM 555. 7.00 3,885.00 616.141 COMPUTER EQUIPMENT AND SOFTWARE U 1. 4,000.00 4,000.00 616.161 TRAFFIC SIGNALS (TEMP.) U 1. 14,000.00 14,000.00 616.162 TRAFFIC SIGNALS (TEMP.) U 1. 14,000.00 14,000.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 375,000.00 375,000.00 618.7 FLAGGERS HR 7,000. 21.00 147,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 150,000.00 150,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 3. 30,000.00 90,000.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 23. 7.00 161.00 621.31 SINGLE DELINEATOR WITH POST EA 166. 30.00 4,980.00 622.1 STEEL WITNESS MARKERS EA 35. 24.00 840.00 622.2 CONCRETE BOUNDS EA 23. 300.00 6,900.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 8. 600.00 4,800.00 625.52 LIGHT POLE (HIGHWAY) U 6. 3,000.00 18,000.00 625.882 RESET LIGHT POLE (HIGHWAY) EA 2. 2,500.00 5,000.00 12916 PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 628.2 SAWED BITUMINOUS PAVEMENT LM 990. 12.00 11,880.00 628.3 SAWED PAVEMENT LM 1,930. 11.00 21,230.00 632.0110 RETROREFLECTIVE PAINT PAVEMENT MARKING, 100 MM LINE LM 53,500. .55 29,425.00 632.0120 RETROREFLECTIVE PAINT PAVEMENT MARKING, 200 MM LINE LM 520. 1.10 572.00 632.0145 RETROREFLECTIVE PAINT PAVEMENT MARKING, 450 MM LINE LM 280. 5.00 1,400.00 632.3115 RETROREFLECT. THERMOPLAS. PAVE. MARKING 150 MM LIN LM 93. 4.00 372.00 632.3145 RETROREFLECT. THERMOPLAS. PAVE. MARKING 450 MM LIN LM 128. 10.00 1,280.00 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD M2 100. 48.00 4,800.00 632.9110 OBLITERATE PAVEMENT MARKING, 100 MM LINE LM 2,600. 2.00 5,200.00 641. LOAM M3 1,350. 32.00 43,200.00 643.22 FERTILIZER FOR REFERTIL- IZATION T .4 575.00 230.00 644.75 WET MEADOW SEED TYPE 75 KG 33. 125.00 4,125.00 644.82 SALT-TOLERANT GRASS SEED, TYPE 82 KG 6. 55.00 330.00 645.23 CHANNEL STABILIZATION (LOW VELOCITY) M2 3,450. 3.00 10,350.00 645.3 EROSION STONE T 210. 64.00 13,440.00 645.51 HAY BALES FOR TEMPORARY EROSION CONTROL EA 2,625. 10.00 26,250.00 645.531 SILT FENCE LM 1,650. 8.00 13,200.00 646.3 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS HA 3.2 3,800.00 12,160.00 647.1 HUMUS M3 2,050. 18.00 36,900.00 647.250 HUMUS INTERMIXED 50 MM M3 49. 33.00 1,617.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 10. 275.00 2,750.00 670.0661 MULTIPLE MAILBOXES SUPPORT ASSEMBLIES EA 5. 500.00 2,500.00 670.101 TEMPORARY LIGHTING U 1. 2,500.00 2,500.00 692. MOBILIZATION U 1. 637,830.00 637,830.00 693. ON-THE-JOB TRAINING OF UNSKILLED WORKERS $ 1. 600.00 600.00 698.12 FIELD OFFICE TYPE B MON 20. 1,800.00 36,000.00 698.2 PHYSICAL TESTING LABORATORY MON 20. 1,200.00 24,000.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 75,000.00 75,000.00 12916 PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 1008.11 ALTERATIONS AND ADDITIONS AS NEEDED - UNANTICIPATED WORK $ 1. 25,000.00 25,000.00 1008.21 ALTERATIONS AND ADDITIONS AS NEEDED - STONE BLOCKS $ 1. 5,000.00 5,000.00 1008.3 ALTERATIONS AND ADDITIONS AS NEEDED - TEMPORARY DRAINAGE $ 1. 25,000.00 25,000.00 1009.1 PROJECT HEALTH AND SAFETY PLAN $ 1. 3,000.00 3,000.00 1009.2 TREATMENT OR DISPOSAL OF CONTAMINATED SOIL GROUNDWATER $ 1. 15,000.00 15,000.00 1010.15 FUEL ADJUSTMENT $ 1. 70,000.00 70,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 35,000.00 35,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR ASPHALT $ 1. 60,000.00 60,000.00 $9,161,273.00