THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: ENFIELD X-A000(527), 13185D COUNTIES AND CODES: GRAFTON 009 DATE BIDS OPEN: APRIL 5, 2007 SCOPE OF WORK: ROADWAY REHABILITATION LOCATION: NH ROUTE 4A, MAIN STREET AND COGSWELL WAY COMPLETION DATE: AUGUST 31, 2007 A PIKE INDUSTRIES, INC. 3 EASTGATE PARK RD., BELMONT, NH 03220 $ 1,072,239.70 B B. U. R. CONSTRUCTION, LLC 131 BROAD STREET, CLAREMONT, NH 03743 $ 1,105,574.16 C FRANK W. WHITCOMB CONSTRUCTION CORPORATION 187 WHITCOMB ROAD, PO BOX 1000, WALPOLE, NH 03608 $ 1,245,679.00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 202.41 REMOVAL OF EXISTING PIPE 0-600 MM DIA. LM 34. 120.00 4,080.00 14.50 493.00 75.00 2,550.00 203.1 COMMON EXCAVATION M3 1,100. 16.50 18,150.00 27.50 30,250.00 30.00 33,000.00 203.55551 GUARDRAIL 7.6M EAGRT PLATFORM ALTERNATE U 9. 1,000.00 9,000.00 1,950.00 17,550.00 500.00 4,500.00 203.6 EMBANKMENT-IN-PLACE (F) M3 1,250. 19.50 24,375.00 25.00 31,250.00 25.00 31,250.00 206.1 COMMON STRUCTURE EXCAVATION M3 50. 48.50 2,425.00 27.50 1,375.00 30.00 1,500.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY M3 50. 98.00 4,900.00 66.00 3,300.00 75.00 3,750.00 206.2 ROCK STRUCTURE EXCAVATION M3 220. 140.00 30,800.00 187.00 41,140.00 150.00 33,000.00 209.1 GRANULAR BACKFILL M3 210. 32.00 6,720.00 33.00 6,930.00 32.00 6,720.00 209.4 GRANULAR BACKFILL (GRAV) M3 1,000. 32.00 32,000.00 31.90 31,900.00 32.00 32,000.00 211.11 VIBRATION MONITORING SERVICES HR 150. 85.00 12,750.00 110.00 16,500.00 110.00 16,500.00 214. FINE GRADING U 1. 10,000.00 10,000.00 7,150.00 7,150.00 45,000.00 45,000.00 304.32 CRUSHED GRAVEL FOR SHOULDER LEVELING T 210. 30.00 6,300.00 27.50 5,775.00 35.00 7,350.00 304.35 CRUSHED GRAVEL FOR DRIVES M3 40. 90.00 3,600.00 27.50 1,100.00 35.00 1,400.00 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) T 4,200. 72.50 304,500.00 79.00 331,800.00 79.00 331,800.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD T 300. 115.00 34,500.00 116.00 34,800.00 125.00 37,500.00 403.99 TEMPORARY BITUMINOUS PAVEMENT T 45. 105.00 4,725.00 187.00 8,415.00 190.00 8,550.00 417. COLD PLANING BITUMINOUS SURFACES M2 17,100. 3.17 54,207.00 2.90 49,590.00 3.05 52,155.00 13185D PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 570.401 MORTAR RUBBLE MASONRY M3 2. 628.00 1,256.00 1,980.00 3,960.00 2,100.00 4,200.00 585.2 STONE FILL, CLASS B M3 70. 42.00 2,940.00 35.00 2,450.00 75.00 5,250.00 585.3 STONE FILL, CLASS C M3 40. 44.00 1,760.00 35.00 1,400.00 75.00 3,000.00 593.221 GEOTEXTILE; SEPARATION CL.2, NON-WOVEN M2 340. 2.00 680.00 3.60 1,224.00 4.00 1,360.00 603.34103 300 MM STEEL END SECTION EA 6. 119.00 714.00 383.00 2,298.00 350.00 2,100.00 603.34104 375 MM STEEL END SECTION EA 7. 134.00 938.00 403.00 2,821.00 400.00 2,800.00 603.34105 450 MM STEEL END SECTION EA 2. 170.00 340.00 481.00 962.00 500.00 1,000.00 603.34106 600 MM STEEL END SECTION EA 4. 180.00 720.00 583.00 2,332.00 600.00 2,400.00 603.59013 300 MM PIPES FOR DRIVES & MINOR APPROACHES LM 7. 120.00 840.00 77.00 539.00 80.00 560.00 603.83203 300 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 26. 110.00 2,860.00 82.00 2,132.00 80.00 2,080.00 603.83204 375 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 220. 125.00 27,500.00 88.00 19,360.00 90.00 19,800.00 603.83205 450 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 130. 140.00 18,200.00 103.00 13,390.00 100.00 13,000.00 603.83206 600 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 27. 170.00 4,590.00 139.00 3,753.00 140.00 3,780.00 604.0007 POLYETHYLENE LINER EA 2. 166.00 332.00 214.50 429.00 400.00 800.00 604.1212 CATCH BASIN TYPE B, 1.2 M DIA. U 8. 1,700.00 13,600.00 2,035.00 16,280.00 2,500.00 20,000.00 604.1612 CATCH BASIN TYPE F, 1.2 M DIA. U 3. 1,800.00 5,400.00 2,557.00 7,671.00 2,500.00 7,500.00 604.1615 CATCH BASINS TYPE F, 1.5 M DIA U 1. 2,250.00 2,250.00 3,245.00 3,245.00 4,000.00 4,000.00 604.1912 CB WITH MH COVER & FRAME, 1.2 M DIA. U 2. 1,750.00 3,500.00 2,667.50 5,335.00 3,000.00 6,000.00 604.4 RECONSTRUCTING/ADJUSTING CATCH BASIN & DROP INLET LM 1. 800.00 800.00 572.00 572.00 1,000.00 1,000.00 605.79 UNDERDRAIN FLUSHING BASINS EA 4. 650.00 2,600.00 495.00 1,980.00 500.00 2,000.00 605.82452 900 MM AGGREGATE UNDERDRAIN TYPE 2, WITH PCP 300 MM PIPE LM 320. 125.00 40,000.00 97.60 31,232.00 100.00 32,000.00 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LM 501.6 54.50 27,337.20 60.00 30,096.00 55.00 27,588.00 606.1455 BEAM GUARDRAIL (TERM. UNIT TYPE EAGRT (7.6M)) U 9. 1,800.00 16,200.00 1,980.00 17,820.00 1,800.00 16,200.00 606.1485 BEAM GUARDRAIL (BRIDGE APPROACH UNIT) U 3. 1,200.00 3,600.00 1,320.00 3,960.00 1,200.00 3,600.00 615.03 TRAFFIC SIGN TYPE C (F) M2 7.74 400.00 3,096.00 453.00 3,506.22 450.00 3,483.00 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 4. 200.00 800.00 203.50 814.00 150.00 600.00 615.06 TRAFFIC SIGN TYPE CC (F) M2 .54 250.00 135.00 286.00 154.44 200.00 108.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 618.7 FLAGGERS HR 2,500. 20.50 51,250.00 21.10 52,750.00 23.00 57,500.00 619.1 MAINTENANCE OF TRAFFIC U 1. 50,000.00 50,000.00 38,500.00 38,500.00 55,000.00 55,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 2. 5,500.00 11,000.00 1,320.00 2,640.00 10,000.00 20,000.00 13185D PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 621.31 SINGLE DELINEATOR WITH POST EA 110. 26.00 2,860.00 29.70 3,267.00 35.00 3,850.00 622.1 STEEL WITNESS MARKERS EA 22. 26.00 572.00 27.50 605.00 35.00 770.00 628.2 SAWED BITUMINOUS PAVEMENT LM 275. 5.50 1,512.50 3.30 907.50 10.00 2,750.00 632.0110 RETROREFLECTIVE PAINT PAVEMENT MARKING, 100 MM LINE LM 9,900. .50 4,950.00 .72 7,128.00 .75 7,425.00 641. LOAM M3 350. 55.00 19,250.00 35.00 12,250.00 60.00 21,000.00 645.12 TEMPORARY MULCH HA .93 7,000.00 6,510.00 3,300.00 3,069.00 5,000.00 4,650.00 645.21 SLOPE STABILIZATION (2:1 OR FLATTER) M2 2,900. 2.10 6,090.00 7.70 22,330.00 3.00 8,700.00 645.23 CHANNEL STABILIZATION (LOW VELOCITY) M2 1,300. 2.70 3,510.00 8.80 11,440.00 4.00 5,200.00 645.3 EROSION STONE T 500. 34.00 17,000.00 25.30 12,650.00 30.00 15,000.00 645.531 SILT FENCE LM 800. 6.50 5,200.00 9.90 7,920.00 10.00 8,000.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 3,600.00 3,600.00 5,500.00 5,500.00 7,500.00 7,500.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROL HR 36. 60.00 2,160.00 50.00 1,800.00 150.00 5,400.00 646.31 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS M2 9,250. .36 3,330.00 .60 5,550.00 1.00 9,250.00 647.1 HUMUS M3 525. 49.00 25,725.00 35.00 18,375.00 50.00 26,250.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 7. 200.00 1,400.00 187.00 1,309.00 200.00 1,400.00 692. MOBILIZATION U 1. 61,000.00 61,000.00 44,000.00 44,000.00 95,000.00 95,000.00 698.14 FIELD OFFICE TYPE D MON 5. 600.00 3,000.00 1,650.00 8,250.00 2,000.00 10,000.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 1008.11 ALTERATIONS AND ADDITIONS AS NEEDED - UNANTICIPATED WORK $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1010.15 FUEL ADJUSTMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR ASPHALT $ 1. 6,300.00 6,300.00 6,300.00 6,300.00 6,300.00 6,300.00 $1,072,239.70 $1,105,574.16 $1,245,679.00