THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: ALSTEAD X-A000(473), 14541J COUNTIES AND CODES: CHESHIRE 005 DATE BIDS OPEN: JUNE 28, 2007 SCOPE OF WORK: ROADWAY AND BRIDGE RECONSTRUCTION LOCATION: SEE THE PROSECUTION OF WORK COMPLETION DATE: JUNE 26, 2009 A FRANK W. WHITCOMB CONSTRUCTION CORPORATION 187 WHITCOMB ROAD, PO BOX 1000, WALPOLE, NH 03608 $ 3,254,737.50 B J. A. MCDONALD, INC. 585 GILMAN ROAD, PO BOX 132, LYNDON CENTER, VT 05850 $ 3,645,913.70 C S.U.R. CONSTRUCTION WEST, INC. 51 PAYNE RD., WINCHESTER, NH 03470 $ 3,790,010.92 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) A .54 25,000.00 13,500.00 21,000.00 11,340.00 44,000.00 23,760.00 201.21 REMOVING SMALL TREES EA 5. 750.00 3,750.00 300.00 1,500.00 350.00 1,750.00 202.201 DEMOLISHING BUILDINGS U 1. 8,500.00 8,500.00 10,000.00 10,000.00 12,150.00 12,150.00 202.202 DEMOLISHING BUILDINGS U 1. 4,500.00 4,500.00 5,000.00 5,000.00 7,300.00 7,300.00 202.203 DEMOLISHING BUILDINGS U 1. 4,500.00 4,500.00 3,000.00 3,000.00 9,125.00 9,125.00 202.205 DEMOLISHING BUILDINGS U 1. 4,500.00 4,500.00 15,000.00 15,000.00 11,550.00 11,550.00 202.301 BUILDING ASBESTOS ABATEMENT U 1. 2,500.00 2,500.00 2,500.00 2,500.00 2,575.00 2,575.00 202.305 BUILDING ASBESTOS ABATEMENT U 1. 500.00 500.00 850.00 850.00 850.00 850.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 420. 20.00 8,400.00 12.00 5,040.00 25.00 10,500.00 202.7 REMOVAL OF GUARDRAIL (F) LF 895. 2.00 1,790.00 2.50 2,237.50 2.15 1,924.25 203.1 COMMON EXCAVATION CY 19,500. 8.00 156,000.00 8.00 156,000.00 6.00 117,000.00 203.2 ROCK EXCAVATION CY 5,120. 25.00 128,000.00 18.00 92,160.00 28.00 143,360.00 203.5555 GUARDRAIL 25'EAGRT PLATFORM U 17. 750.00 12,750.00 1,100.00 18,700.00 770.00 13,090.00 203.6 EMBANKMENT-IN-PLACE (F) CY 20,600. 3.00 61,800.00 3.90 80,340.00 6.40 131,840.00 206.1 COMMON STRUCTURE EXCAVATION CY 150. 10.00 1,500.00 12.00 1,800.00 13.20 1,980.00 206.2 ROCK STRUCTURE EXCAVATION CY 85. 55.00 4,675.00 84.00 7,140.00 75.00 6,375.00 206.21 ROCK STRUCTURE EXCAVATION MECHANICAL METHODS CY 350. 55.00 19,250.00 195.00 68,250.00 23.00 8,050.00 207.3 UNCLASSIFIED CHANNEL EXCAVATION CY 842. 15.00 12,630.00 9.00 7,578.00 16.80 14,145.60 209.1 GRANULAR BACKFILL CY 75. 35.00 2,625.00 31.00 2,325.00 12.90 967.50 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 400. 35.00 14,000.00 24.00 9,600.00 52.50 21,000.00 214. FINE GRADING U 1. 25,000.00 25,000.00 66,000.00 66,000.00 48,000.00 48,000.00 14541J PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 304.2 GRAVEL (F) CY 9,400. 13.00 122,200.00 17.00 159,800.00 12.90 121,260.00 304.3 CRUSHED GRAVEL (F) CY 9,425. 16.00 150,800.00 25.00 235,625.00 16.20 152,685.00 304.35 CRUSHED GRAVEL FOR DRIVES CY 525. 22.50 11,812.50 28.00 14,700.00 25.00 13,125.00 304.399 TEMPORARY CRUSHED GRAVEL CY 1,000. 13.00 13,000.00 21.00 21,000.00 16.20 16,200.00 403.11001 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 1) TON 5,425. 65.00 352,625.00 63.00 341,775.00 68.78 373,131.50 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 205. 125.00 25,625.00 130.00 26,650.00 115.50 23,677.50 403.6 PAVEMENT JOINT ADHESIVE LF 7,006. .50 3,503.00 .25 1,751.50 .26 1,821.56 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 1" BASE COURSE (F) TON 9. 125.00 1,125.00 130.00 1,170.00 262.50 2,362.50 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 75. 125.00 9,375.00 65.00 4,875.00 115.50 8,662.50 411.1 HOT BITUMINOUS CONCRETE LEVELING COURSE TON 100. 125.00 12,500.00 76.00 7,600.00 68.78 6,878.00 417. COLD PLANING BITUMINOUS SURFACES SY 350. 25.00 8,750.00 20.00 7,000.00 38.85 13,597.50 502. REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 25,000.00 25,000.00 18,000.00 18,000.00 36,750.00 36,750.00 503.101 WATER DIVERSION STRUCTURE U 1. 7,500.00 7,500.00 15,000.00 15,000.00 31,500.00 31,500.00 503.102 WATER DIVERSION STRUCTURE U 1. 1,000.00 1,000.00 6,000.00 6,000.00 33,600.00 33,600.00 503.201 COFFERDAMS U 1. 45,000.00 45,000.00 88,000.00 88,000.00 99,750.00 99,750.00 503.202 COFFERDAMS U 1. 1,000.00 1,000.00 20,000.00 20,000.00 26,250.00 26,250.00 504.1 COMMON BRIDGE EXCAVATION (F) CY 650. 25.00 16,250.00 19.00 12,350.00 23.75 15,437.50 504.2 ROCK BRIDGE EXCAVATION CY 55. 250.00 13,750.00 160.00 8,800.00 75.00 4,125.00 508. STRUCTURAL FILL CY 80. 85.00 6,800.00 42.00 3,360.00 63.00 5,040.00 520.0102 CONCRETE CLASS AA (QC/QA) (F) CY 39. 950.00 37,050.00 800.00 31,200.00 840.00 32,760.00 520.0302 CONCRETE CLASS AA, APPROACH SLABS, (QC/QA) (F) CY 85. 350.00 29,750.00 300.00 25,500.00 420.00 35,700.00 520.1 CONCRETE CLASS A CY 37. 950.00 35,150.00 590.00 21,830.00 550.00 20,350.00 520.12 CONCRETE CLASS A, ABOVE FOOTINGS (F) CY 189. 750.00 141,750.00 600.00 113,400.00 787.50 148,837.50 520.211 CONCRETE CLASS B, FOOTINGS (ON ROCK) CY 130. 500.00 65,000.00 600.00 78,000.00 630.00 81,900.00 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) CY 138. 350.00 48,300.00 360.00 49,680.00 525.00 72,450.00 528.3121 PRESTRESSED CONCRETE BRIDGE DECK, BUTTED DECK BEAMS (F) SF 1,640. 85.00 139,400.00 70.00 114,800.00 73.50 120,540.00 534.3 WATER REPELLENT (SILANE- SILOXANE) GAL 27. 75.00 2,025.00 50.00 1,350.00 73.50 1,984.50 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) SY 21. 25.00 525.00 30.00 630.00 52.50 1,102.50 538.6 BARRIER MEMBRANE, WELDED BY TORCH, MACHINE METHOD (F) SY 200. 30.00 6,000.00 32.00 6,400.00 34.65 6,930.00 14541J PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LF 60. 1.00 60.00 20.00 1,200.00 10.50 630.00 544. REINFORCING STEEL (F) LB 24,368. 1.50 36,552.00 1.10 26,804.80 1.05 25,586.40 544.1 REINFORCING STEEL (ROADWAY) LB 300. 5.00 1,500.00 2.00 600.00 3.00 900.00 544.2 REINFORCING STEEL, EPOXY COATED (F) LB 17,623. 1.50 26,434.50 1.30 22,909.90 1.26 22,204.98 545.2 DRILLED AND GROUTED STEEL DOWELS EA 65. 30.00 1,950.00 85.00 5,525.00 262.50 17,062.50 548.11 ELASTOMERIC BEARING PADS (F) EA 33. 150.00 4,950.00 280.00 9,240.00 472.50 15,592.50 559.41 MODIFIED ELASTOMERIC PLUG TYPE FLEXIBLE JOINT 6" WIDE (F) LF 87. 50.00 4,350.00 63.00 5,481.00 67.20 5,846.40 559.5 SILICONE JOINT SEALANT (F LF 110. 1.00 110.00 13.00 1,430.00 10.50 1,155.00 563.22 BRIDGE RAIL T2 (F) LF 105. 100.00 10,500.00 98.00 10,290.00 108.15 11,355.75 565.22 BRIDGE APPROACH RAIL T2 (F) LF 117. 125.00 14,625.00 124.00 14,508.00 136.50 15,970.50 585.1 STONE FILL, CLASS A CY 3,150. 30.00 94,500.00 22.00 69,300.00 39.00 122,850.00 585.2 STONE FILL, CLASS B CY 925. 33.00 30,525.00 25.00 23,125.00 36.75 33,993.75 585.21 STONE FILL, CLASS B (BRIDGE) CY 340. 33.00 11,220.00 32.00 10,880.00 52.50 17,850.00 585.3 STONE FILL, CLASS C CY 1,000. 35.00 35,000.00 34.00 34,000.00 36.75 36,750.00 593.311 GEOTEXTILE; STABILIZATION CL.1, NON-WOVEN SY 240. 2.00 480.00 2.00 480.00 3.50 840.00 593.411 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN SY 10,850. 2.00 21,700.00 1.50 16,275.00 3.50 37,975.00 603.00324 24" R.C. PIPE, 3000D LF 32. 85.00 2,720.00 80.00 2,560.00 90.00 2,880.00 603.34118 18" STEEL END SECTIONS EA 4. 300.00 1,200.00 150.00 600.00 185.00 740.00 603.34124 24" STEEL END SECTIONS EA 4. 400.00 1,600.00 200.00 800.00 222.00 888.00 603.34130 30" STEEL END SECTIONS EA 2. 500.00 1,000.00 460.00 920.00 380.00 760.00 603.82215 15" CORRUGATED PE PIPE (TYPE S) LF 800. 35.00 28,000.00 36.00 28,800.00 33.00 26,400.00 603.82218 18" CORRUGATED PE PIPE (TYPE S) LF 440. 45.00 19,800.00 73.00 32,120.00 71.00 31,240.00 603.82224 24" CORRUGATED PE PIPE (TYPE S) LF 420. 55.00 23,100.00 58.00 24,360.00 72.50 30,450.00 603.82230 30" CORRUGATED PE PIPE (TYPE S) LF 220. 65.00 14,300.00 75.00 16,500.00 80.00 17,600.00 604.0007 POLYETHYLENE LINER EA 3. 250.00 750.00 300.00 900.00 220.00 660.00 604.12 CATCH BASINS TYPE B U 10. 2,200.00 22,000.00 1,500.00 15,000.00 2,050.00 20,500.00 604.16 CATCH BASINS TYPE F U 2. 3,000.00 6,000.00 1,600.00 3,200.00 2,138.00 4,276.00 604.19 SPECIAL CATCH BASINS U 3. 3,000.00 9,000.00 2,600.00 7,800.00 3,150.00 9,450.00 604.22 DROP INLETS TYPE B U 2. 2,200.00 4,400.00 1,100.00 2,200.00 1,376.00 2,752.00 604.32 DRAINAGE MANHOLES U 3. 3,300.00 9,900.00 1,100.00 3,300.00 1,900.00 5,700.00 605.506 6" PERF. CORR. POLYETHYL PIPE UND. LF 610. 25.00 15,250.00 20.00 12,200.00 24.75 15,097.50 605.79 UNDERDRAIN FLUSHING BASINS EA 2. 250.00 500.00 180.00 360.00 880.00 1,760.00 605.82451 36" AGGRE UND. TYPE 2, WITH P.C. POLY PIPE LF 2,940. 45.00 132,300.00 29.00 85,260.00 26.00 76,440.00 14541J PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LF 3,250. 17.00 55,250.00 16.70 54,275.00 18.00 58,500.00 606.1455 BEAM GUARDRAIL (TERM. UNIT EAGRT 25 FT.) U 17. 2,000.00 34,000.00 2,000.00 34,000.00 2,100.00 35,700.00 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LF 2,800. 5.00 14,000.00 12.00 33,600.00 7.50 21,000.00 606.91 RESETTING OR SETTING GUARDRAIL LF 28. 12.00 336.00 10.00 280.00 10.75 301.00 606.9522 TEMP. IMPACT ATTENUATION DEVICE (NON-REDIRECTIVE) TEST LEVEL 2 U 6. 1,500.00 9,000.00 1,500.00 9,000.00 4,725.00 28,350.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 500. 10.00 5,000.00 10.00 5,000.00 6.30 3,150.00 615.03 TRAFFIC SIGN TYPE C (F) SF 31. 40.00 1,240.00 38.00 1,178.00 37.65 1,167.15 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 11. 75.00 825.00 185.00 2,035.00 107.50 1,182.50 615.054 RELOCATING TRAFFIC SIGN TYPE BB U 11. 75.00 825.00 75.00 825.00 81.00 891.00 615.064 RELOCATING TRAFFIC SIGN TYPE CC U 6. 75.00 450.00 75.00 450.00 26.75 160.50 616.171 TRAFFIC SIGNALS (TEMP.) U 1. 20,000.00 20,000.00 22,000.00 22,000.00 17,640.00 17,640.00 618.7 FLAGGERS HR 7,800. 20.00 156,000.00 21.50 167,700.00 15.00 117,000.00 618.71 AUTOMATED FLAGGER ASSISTANCE DEVICES MON 6. 3,300.00 19,800.00 3,000.00 18,000.00 .01 .06 619.1 MAINTENANCE OF TRAFFIC U 1. 25,000.00 25,000.00 70,000.00 70,000.00 66,220.00 66,220.00 619.253 PORTABLE CHANGEABLE MESSAGE SIGN (UNIT WEEK) UWK 16. 300.00 4,800.00 250.00 4,000.00 .01 .16 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 55. 5.00 275.00 4.00 220.00 4.30 236.50 621.31 SINGLE DELINEATOR WITH POST EA 110. 30.00 3,300.00 30.00 3,300.00 27.00 2,970.00 622.1 STEEL WITNESS MARKERS EA 35. 30.00 1,050.00 24.00 840.00 27.00 945.00 622.2 CONCRETE BOUNDS EA 38. 225.00 8,550.00 320.00 12,160.00 349.00 13,262.00 628.2 SAWED BITUMINOUS PAVEMENT LF 325. 5.00 1,625.00 3.00 975.00 3.00 975.00 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 56,000. .12 6,720.00 .12 6,720.00 .19 10,640.00 632.0118 RETROREFLECTIVE PAINT PAVE. MARKING, 18" LINE LF 110. 3.00 330.00 3.00 330.00 .60 66.00 632.3118 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 18" LINE LF 110. 6.00 660.00 6.00 660.00 2.65 291.50 641. LOAM CY 425. 25.00 10,625.00 24.00 10,200.00 35.52 15,096.00 645.12 TEMPORARY MULCH A 10. 1,500.00 15,000.00 1,200.00 12,000.00 833.00 8,330.00 645.21 SLOPE STABILIZATION (2:1 OR FLATTER) SY 6,200. 2.00 12,400.00 1.80 11,160.00 1.50 9,300.00 645.22 SLOPE STABILIZATION (STEEPER THAN 2:1) SY 1,630. 2.50 4,075.00 2.80 4,564.00 2.00 3,260.00 645.23 CHANNEL STABILIZATION (LOW VELOCITY) SY 2,150. 2.50 5,375.00 2.30 4,945.00 2.00 4,300.00 645.3 EROSION STONE TON 1,200. 15.00 18,000.00 21.00 25,200.00 25.00 30,000.00 645.531 SILT FENCE LF 6,200. 2.00 12,400.00 2.50 15,500.00 3.00 18,600.00 14541J PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 6,000.00 6,000.00 11,000.00 11,000.00 10,500.00 10,500.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS HR 210. 25.00 5,250.00 50.00 10,500.00 157.50 33,075.00 646.3 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS A 7.63 1,750.00 13,352.50 1,700.00 12,971.00 3,300.00 25,179.00 646.41 TURF ESTABLISHMENT WITH MULCH, TACKIFIERS AND HUMUS SY 330. 8.00 2,640.00 4.00 1,320.00 5.00 1,650.00 647.1 HUMUS CY 3,548. 14.00 49,672.00 15.00 53,220.00 20.00 70,960.00 650.2 LANDSCAPING U 1. 7,500.00 7,500.00 7,500.00 7,500.00 8,000.00 8,000.00 662.281 DECOMMISION DRILLED WELL LF 240. 10.00 2,400.00 10.00 2,400.00 11.20 2,688.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 6. 150.00 900.00 125.00 750.00 161.25 967.50 692. MOBILIZATION U 1. 155,000.00 155,000.00 350,000.00 350,000.00 320,000.00 320,000.00 698.13 FIELD OFFICE TYPE C MON 24. 500.00 12,000.00 1,100.00 26,400.00 .01 .24 698.2 PHYSICAL TESTING LABORATORY MON 12. 500.00 6,000.00 800.00 9,600.00 .01 .12 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 1002.1 REPAIRS OR REPLACEMENTS AS NEEDED $ 1. 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 1008.1 ALTERATIONS AND ADDITIONS AS NEEDED - TEMPORARY LIGHTING $ 1. 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 1008.6 ALTERATIONS AND ADDITIONS AS NEEDED - IMPROVEMENTS TO EXIST. RETAINING WALL $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1008.9 ALTERATIONS AND ADDITIONS DIFFERING SITE CONDITION FOR CONCRETE TOE WALL $ 1. 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 1010.15 FUEL ADJUSTMENT $ 1. 40,000.00 40,000.00 40,000.00 40,000.00 40,000.00 40,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA ASPHALT $ 1. 18,000.00 18,000.00 18,000.00 18,000.00 18,000.00 18,000.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 4,600.00 4,600.00 4,600.00 4,600.00 4,600.00 4,600.00 $3,254,737.50 $3,645,913.70 $3,790,010.92