THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: PEMBROKE-ALLENSTOWN BRO-X-361(001), 12978 COUNTIES AND CODES: MERRIMACK 013 DATE BIDS OPEN: SEPTEMBER 22, 2004 SCOPE OF WORK: BRIDGE REPLACEMENT AND ROADWAY RECONSTRUCTION LOCATION: THE MAIN STREET BRIDGE OVER THE SUNCOOK RIVER AND RE- CONSTRUCTION OF APPROXIMATELY 262 METERS (860 FT.) OF MAIN STREET BEGINNING SOUTH OF EAST WEBSTER ST. AND CONTINUES NORTH 300 METERS TO A POINT APPROX- IMATELY 20 METERS (65 FT.) PAST FRONT ST. COMPLETION DATE: JUNE 2, 2006 A E.D. SWETT, INC. 8 INDUSTRIAL PARK DR., CONCORD, NH 03301 $ 2,417,293.95 B BECK & BELLUCCI, INC PO BOX 429, FRANKLIN, NH 03235 $ 2,523,827.42 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 202.31 FILL ABANDONED PIPE M3 3.2 300.00 960.00 315.00 1,008.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 5. 400.00 2,000.00 420.00 2,100.00 202.6 CURB REMOVAL FOR STORAGE LM 85. 10.00 850.00 10.50 892.50 203.1 COMMON EXCAVATION M3 1,520. 10.00 15,200.00 10.50 15,960.00 203.2 ROCK EXCAVATION M3 140. 60.00 8,400.00 63.00 8,820.00 203.6 EMBANKMENT-IN-PLACE (F) M3 85. 10.00 850.00 10.50 892.50 206.1 COMMON STRUCTURE EXCAVATION M3 45. 20.00 900.00 21.00 945.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY M3 115. 60.00 6,900.00 63.00 7,245.00 206.2 ROCK STRUCTURE EXCAVATION M3 30. 200.00 6,000.00 210.00 6,300.00 209.1 GRANULAR BACKFILL M3 55. 30.00 1,650.00 31.50 1,732.50 209.201 GRANULAR BACKFILL (BRIDGE) (F) M3 925. 40.00 37,000.00 42.00 38,850.00 209.3 GRANULAR BACKFILL (SAND) M3 21. 30.00 630.00 31.50 661.50 209.5 GRANULAR BACKFILL (STONE) M3 30. 40.00 1,200.00 42.00 1,260.00 211.11 VIBRATION MONITORING SERVICES HR 300. 50.00 15,000.00 60.00 18,000.00 214. FINE GRADING U 1. 25,000.00 25,000.00 26,000.00 26,000.00 304.2 GRAVEL (F) M3 460. 16.00 7,360.00 16.80 7,728.00 12978 PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 304.3 CRUSHED GRAVEL (F) M3 550. 22.00 12,100.00 23.10 12,705.00 304.31 CRUSHED GRAVEL FOR SHIMMING M3 110. 22.00 2,420.00 23.10 2,541.00 304.35 CRUSHED GRAVEL FOR DRIVES M3 25. 30.00 750.00 31.50 787.50 403.11 HOT BITUMINOUS PAVEMENT, MACHINE METHOD T 815. 50.00 40,750.00 52.50 42,787.50 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD T 50. 74.40 3,720.00 78.12 3,906.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 25 MM BASE COURSE (F) T 25. 74.40 1,860.00 78.12 1,953.00 403.99 TEMPORARY BITUMINOUS PAVEMENT T 100. 74.40 7,440.00 81.84 8,184.00 417. COLD PLANING BITUMINOUS SURFACES (F) M2 255. 18.50 4,717.50 20.50 5,227.50 501.21 TEMPORARY FOOTBRIDGE INCLUDING APPROACHES U 1. 125,000.00 125,000.00 94,000.00 94,000.00 502. REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 100,000.00 100,000.00 85,000.00 85,000.00 503.201 COFFERDAMS U 1. 50,000.00 50,000.00 76,000.00 76,000.00 503.202 COFFERDAMS U 1. 50,000.00 50,000.00 49,000.00 49,000.00 504.1 COMMON BRIDGE EXCAVATION (F) M3 1,405. 18.00 25,290.00 18.90 26,554.50 504.2 ROCK BRIDGE EXCAVATION M3 500. 90.00 45,000.00 84.00 42,000.00 520.01 CONCRETE CLASS AA M3 27. 1,200.00 32,400.00 1,200.00 32,400.00 520.0102 CONCRETE CLASS AA (QC/QA) (F) M3 108. 600.00 64,800.00 580.00 62,640.00 520.1 CONCRETE CLASS A M3 5. 1,200.00 6,000.00 528.00 2,640.00 520.12 CONCRETE CLASS A ABOVE FOOTINGS (F) M3 276. 600.00 165,600.00 538.37 148,590.12 520.211 CONCRETE CLASS B, FOOTINGS (ON ROCK) M3 300. 265.00 79,500.00 256.00 76,800.00 520.70026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION) (F M3 163. 750.00 122,250.00 720.00 117,360.00 534.3 WATER REPELLENT (SILANE- SILOXANE) (F) M2 650. 10.00 6,500.00 11.00 7,150.00 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) M2 54. 60.00 3,240.00 42.00 2,268.00 538.6 BARRIER MEMBRANE, WELDED BY TORCH MACHINE METHOD (F) M2 435. 30.00 13,050.00 25.00 10,875.00 541.2 PVC WATERSTOPS, NH TYPE 2 (F) LM 11. 12.00 132.00 13.00 143.00 541.3 PVC WATERSTOPS, NH TYPE 3 (F) LM 5. 12.00 60.00 17.00 85.00 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LM 23. 24.00 552.00 21.00 483.00 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LM 31. 24.00 744.00 23.00 713.00 12978 PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 544. REINFORCING STEEL (F) KG 19,974. 2.00 39,948.00 1.84 36,752.16 544.2 REINFORCING STEEL, EPOXY COATED (F) KG 35,940. 2.25 80,865.00 2.11 75,833.40 544.7 SYNTHETIC FIBER REINFORCEMENT (F) KG 90. .01 .90 13.00 1,170.00 547. SHEAR CONNECTORS (F) EA 1,452. 2.00 2,904.00 2.22 3,223.44 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 6. 1,500.00 9,000.00 8.14 48.84 550.1 STRUCTURAL STEEL (F) KG 85,700. 4.00 342,800.00 2.86 245,102.00 550.2 BRIDGE SHOES (F) EA 6. 1,000.00 6,000.00 870.00 5,220.00 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LM 23. 300.00 6,900.00 275.00 6,325.00 559.5 SILICONE JOINT SEALANT (F LM 17. 35.00 595.00 80.00 1,360.00 563.739 BRIDGE RAIL F (3-BAR) (ANODIZED) (F) LM 124. 500.00 62,000.00 500.62 62,076.88 564. BRIDGE LIGHTING SYSTEM U 1. 4,690.00 4,690.00 4,900.00 4,900.00 565.739 BRIDGE APPROACH RAIL F (3-BAR) (ANODIZED) (F) LM 116. 500.00 58,000.00 544.00 63,104.00 570.9 RESETTING MASONRY WALL M3 49.5 500.00 24,750.00 393.00 19,453.50 585.2 STONE FILL, CLASS B M3 8. 48.00 384.00 50.40 403.20 585.3 STONE FILL, CLASS C M3 6. 50.00 300.00 52.50 315.00 585.4 STONE FILL, CLASS D M3 20. 39.00 780.00 40.95 819.00 593.4112 GEOTEXTILE,PERM. EROSION ONTROL,CL.1,NON-WOVEN,FI TER CAT. 2 M2 60. 10.00 600.00 10.50 630.00 603.00204 375 MM R.C. PIPE, CLASS III LM 120. 140.00 16,800.00 147.00 17,640.00 603.00205 450 MM R.C. PIPE, CLASS III LM 10. 150.00 1,500.00 157.50 1,575.00 603.00206 600 MM R.C. PIPE, CLASS III LM 30. 200.00 6,000.00 210.00 6,300.00 603.20045 450 MM STEEL CASING PIPE LM 14. 200.00 2,800.00 210.00 2,940.00 604.0007 POLYETHYLENE LINER EA 9. 250.00 2,250.00 262.50 2,362.50 604.12 CATCH BASINS TYPE B U 7. 1,800.00 12,600.00 1,890.00 13,230.00 604.16 CATCH BASINS TYPE F U 5. 1,900.00 9,500.00 1,995.00 9,975.00 604.32 DRAINAGE MANHOLES U 2. 2,400.00 4,800.00 25.20 50.40 604.3215 DRAINAGE MANHOLES, 1.5 M DIA U 1.2 2,800.00 3,360.00 29.40 35.28 604.4 RECONSTRUCTING CATCH BASINS & DROP INLETS LM .4 1,200.00 480.00 1,260.00 504.00 604.55 ADJUSTING MANHOLE COVERS AND FRAMES EA 12. 350.00 4,200.00 367.50 4,410.00 604.6 MANHOLE COVERS & FRAMES EA 3. 500.00 1,500.00 525.00 1,575.00 604.72 GRATES & FRAMES, TYPE B EA 1. 400.00 400.00 420.00 420.00 604.85 WATER REPELLENT FOR EXISTING CB'S AND DI'S EA 5. 200.00 1,000.00 210.00 1,050.00 607.112 WOVEN WIRE FENCE, 1.2 METERS HIGH LM 45. 52.50 2,362.50 36.00 1,620.00 607.1129 POST ASSEMBLIES FOR WOVEN WIRE FENCE, 1.2 METERS HIGH EA 15. 218.00 3,270.00 150.00 2,250.00 12978 PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 607.212 CHAIN LINK FENCE WITH ALU COATED STEEL FABRIC, 1.2 METERS HIGH LM 15. 78.75 1,181.25 78.00 1,170.00 607.412 POST ASSEMBLIES FOR CHAIN LINK FENCE, 1.2 METERS HIGH EA 6. 228.00 1,368.00 175.00 1,050.00 608.105 50 MM BITUMINOUS SIDEWALK (F) M2 665. 8.00 5,320.00 9.00 5,985.00 608.210 100 MM CONCRETE SIDEWALK (F) M2 70. 100.00 7,000.00 49.00 3,430.00 608.531 DETECTABLE WARNING PANELS RED (SIDEWALK RAMPS) M2 6. 750.00 4,500.00 334.30 2,005.80 609.01 STRAIGHT GRANITE CURB LM 300. 54.50 16,350.00 58.00 17,400.00 609.3 STRAIGHT GRANITE CURB (BRIDGE) LM 75.2 110.00 8,272.00 99.00 7,444.80 609.5 RESET GRANITE CURB LM 115. 30.00 3,450.00 28.00 3,220.00 609.950 SPECIAL STRAIGHT GRANITE CURB LM 30. 237.00 7,110.00 317.00 9,510.00 609.955 SPECIAL CURVED GRANITE CURB LM 6. 407.00 2,442.00 328.00 1,968.00 611.05215 150 MM CEMENT LINED DUCT- ILE IRON WATER PIPE , CL.52 LM 15. 150.00 2,250.00 157.50 2,362.50 611.05225 250 MM CEMENT LINED DUCTILE IRON WATER PIPE, CL. 52 LM 10. 180.00 1,800.00 189.00 1,890.00 611.6125 250 MM SDR 11 HDPE WATER PIPE LM 102. 400.00 40,800.00 420.00 42,840.00 611.61251 250 MM SDR 11 HDPE WATER PIPE, BRIDGE CROSSING LM 38. 450.00 17,100.00 472.50 17,955.00 611.61253 250 MM HDPE MH ADAPTORS EA 6. 500.00 3,000.00 525.00 3,150.00 611.70015 150 MM FITTINGS EA 4. 500.00 2,000.00 525.00 2,100.00 611.70025 250 MM FITTINGS EA 4. 800.00 3,200.00 840.00 3,360.00 611.70125 250 MM HDPE ELECTROFUSION COUPLINGS EA 6. 1,000.00 6,000.00 1,050.00 6,300.00 611.71125 250 MM MECHANICAL JOINT GATE VALVES EA 1. 1,000.00 1,000.00 1,050.00 1,050.00 611.811 ADJUSTING/RELOCATING HYDRANTS EA 1. 1,200.00 1,200.00 1,260.00 1,260.00 611.90001 ADJUSTING WATER GATES AND SHUTOFFS SET BY OTHERS EA 10. 300.00 3,000.00 315.00 3,150.00 612.43220 200 MM DUCTILE IRON SEWER PIPE, CLASS 52 LM 125. 300.00 37,500.00 315.00 39,375.00 614.511 CONCRETE PULL BOX 350 MM EA 1. 334.00 334.00 350.70 350.70 614.70514 50 MM PVC PLASTIC CONDUIT SCHEDULE 40 LM 5. 34.00 170.00 35.70 178.50 615.03 TRAFFIC SIGN TYPE C (F) M2 5.29 575.00 3,041.75 603.75 3,193.84 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 4. 175.00 700.00 183.75 735.00 615.06 TRAFFIC SIGN TYPE CC (F) M2 .24 240.00 57.60 252.00 60.48 12978 PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 40,000.00 40,000.00 40,000.00 40,000.00 618.7 FLAGGERS HR 1,250. 16.00 20,000.00 20.00 25,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 25,000.00 25,000.00 38,000.00 38,000.00 622.4 STONE BOUNDS EA 13. 295.00 3,835.00 309.75 4,026.75 625.2 CONCRETE LIGHT POLE BASES, TYPE B EA 2. 469.00 938.00 492.45 984.90 625.551 ORNAMENTAL LIGHT POLE, 14'-0" HIGH EA 4. 5,279.00 21,116.00 5,542.95 22,171.80 625.881 RELOCATE LIGHT POLE (ORNAMENTAL) EA 2. 542.00 1,084.00 569.10 1,138.20 628.2 SAWED BITUMINOUS PAVEMENT LM 125. 10.00 1,250.00 10.50 1,312.50 632.0110 RETROREFLECTIVE PAINT PAVEMENT MARKING, 100 MM LINE LM 1,050. 1.75 1,837.50 1.84 1,932.00 632.3115 RETROREFLECT. THERMOPLAS. PAVE. MARKING 150 MM LIN LM 120. 12.50 1,500.00 13.13 1,575.60 632.3145 RETROREFLECT. THERMOPLAS. PAVE. MARKING 450 MM LIN LM 20. 20.00 400.00 21.00 420.00 641. LOAM M3 15. 40.00 600.00 50.00 750.00 642. LIMESTONE T .05 250.00 12.50 262.50 13.13 643.11 FERTILIZER FOR INITIAL APPLICATION KG 12. 2.00 24.00 2.10 25.20 645.1510 BARK MULCH 100 MM DEEP M2 20. 8.00 160.00 8.40 168.00 645.21 SLOPE STABILIZATION (2:1 OR FLATTER) M2 300. 4.00 1,200.00 4.20 1,260.00 645.51 HAY BALES FOR TEMPORARY EROSION CONTROL EA 150. 10.00 1,500.00 10.50 1,575.00 645.531 SILT FENCE LM 300. 12.00 3,600.00 12.60 3,780.00 645.7 EROSION AND SEDIMENT CONTROL STORMWATER MANAGEMENT PLAN U 1. 5,000.00 5,000.00 2,940.00 2,940.00 645.71 MONITORING EROSION AND SEDIMENT CONTROL HR 200. 50.00 10,000.00 68.25 13,650.00 646.31 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS M2 660. 1.50 990.00 157.50 103,950.00 647.1 HUMUS M3 60. 40.00 2,400.00 42.00 2,520.00 648. SOD M2 100. 7.50 750.00 7.88 788.00 670.95 TEMPORARY SAFETY FENCE LM 100. 15.00 1,500.00 14.70 1,470.00 692. MOBILIZATION U 1. 89,935.45 89,935.45 193,000.00 193,000.00 698.12 FIELD OFFICE TYPE B MON 18. 1,300.00 23,400.00 1,700.00 30,600.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 60,000.00 60,000.00 60,000.00 60,000.00 814.1 TEMPORARY UTILITY SUPPORT U 1. 25,000.00 25,000.00 49,000.00 49,000.00 815.1 EXCAVATION AND REMOVAL OF CONCRETE ENCASEMENT LM 60. 150.00 9,000.00 157.00 9,420.00 815.2 INSTALLATION OF PERMANENT SUPPORT SYSTEM U 1. 5,000.00 5,000.00 13,000.00 13,000.00 1002.1 REPAIRS OR REPLACEMENTS AS NEEDED $ 1. 20,000.00 20,000.00 20,000.00 20,000.00 12978 PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 1008.8 ALTERATIONS AND ADDITIONS AS NEEDED - WINTER MAINTENANCE $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1010.11 FUEL ADJUSTMENT, DIESEL $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1010.12 FUEL ADJUSTMENT, GASOLINE $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 1,000.00 1,000.00 1,000.00 1,000.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 22,000.00 22,000.00 22,000.00 22,000.00 $2,417,293.95 $2,523,827.42