THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: PETERBOROUGH STP-MGS-X-015-1(15), 12915 COUNTIES AND CODES: HILLSBOROUGH 011 DATE BIDS OPEN: JULY 1, 2004 SCOPE OF WORK: ROADWAY RECONSTRUCTION AND REALIGNMENT LOCATION: US 202 AND NH 123 COMPLETION DATE: NOVEMBER 1, 2006 A WEAVER BROS. CONST. CO. INC. PO BOX 1376, CONCORD, NH 03302 $ 6,099,927.50 B R. S. AUDLEY, INC. 609 ROUTE 3A, BOW, NH 03304 $ 7,327,804.47 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) HA 3.88 11,400.00 44,232.00 16,000.00 62,080.00 201.21 REMOVING SMALL TREES EA 13. 150.00 1,950.00 485.00 6,305.00 202.41 REMOVAL OF EXISTING PIPE 0-600 MM DIA. LM 101. 33.00 3,333.00 56.00 5,656.00 202.42 REMOVAL OF EXISTING PIPE OVER 600 MM DIA. LM 96. 65.00 6,240.00 74.00 7,104.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 8. 200.00 1,600.00 340.00 2,720.00 202.7 REMOVAL OF GUARDRAIL (F) LM 60. 10.00 600.00 5.00 300.00 203.1 COMMON EXCAVATION M3 94,300. 5.60 528,080.00 7.25 683,675.00 203.19 COMMON SOIL BLOCK EXCAVATION M3 110. 95.00 10,450.00 325.00 35,750.00 203.2 ROCK EXCAVATION M3 5,100. 21.00 107,100.00 24.00 122,400.00 203.35 HANDLING OF EXCAVATED, CONTAMINATED SOILS M3 160. 11.25 1,800.00 12.55 2,008.00 203.4 MUCK EXCAVATION M3 16,400. 7.50 123,000.00 7.25 118,900.00 203.601 EMBANKMENT-IN-PLACE M3 45,200. 4.25 192,100.00 4.80 216,960.00 203.7 REHANDLING SURCHARGE MATERIAL M3 4,050. 5.60 22,680.00 6.50 26,325.00 206.1 COMMON STRUCTURE EXCAVATION M3 710. 9.00 6,390.00 14.00 9,940.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY M3 80. 23.00 1,840.00 60.00 4,800.00 206.2 ROCK STRUCTURE EXCAVATION M3 90. 90.00 8,100.00 75.00 6,750.00 209.1 GRANULAR BACKFILL M3 114. 20.00 2,280.00 27.50 3,135.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) M3 515. 25.00 12,875.00 36.00 18,540.00 210.61 GROUNDWATER OBSERVATION WELL (EXCAVATED) VM 8.5 100.00 850.00 250.00 2,125.00 210.7 PROTECTIVE CASING WITH CAP AND LOCK EA 2. 150.00 300.00 100.00 200.00 12915 PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 214. FINE GRADING U 1. 82,000.00 82,000.00 95,000.00 95,000.00 304.1 SAND (F) M3 18,492.6 15.00 277,389.00 20.00 369,852.00 304.201 GRAVEL M3 35,150. 15.00 527,250.00 23.00 808,450.00 304.3 CRUSHED GRAVEL (F) M3 16,902.9 21.50 363,412.35 30.00 507,087.00 304.31 CRUSHED GRAVEL FOR SHIMMING M3 8,700. 21.00 182,700.00 33.00 287,100.00 304.35 CRUSHED GRAVEL FOR DRIVES M3 1,100. 22.50 24,750.00 33.00 36,300.00 304.399 TEMPORARY CRUSHED GRAVEL M3 17. 25.00 425.00 43.00 731.00 403.11 HOT BITUMINOUS PAVEMENT, MACHINE METHOD T 360. 52.00 18,720.00 40.00 14,400.00 403.11052 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (SUPERPAVE)(QC/QA) T 13,100. 44.00 576,400.00 42.00 550,200.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD T 250. 95.00 23,750.00 85.00 21,250.00 403.6 PAVEMENT JOINT ADHESIVE U 1. 3,200.00 3,200.00 3,900.00 3,900.00 403.99 TEMPORARY BITUMINOUS PAVEMENT T 3,050. 45.00 137,250.00 40.00 122,000.00 411.1 HOT BITUMINOUS CONCRETE LEVELING COURSE T 100. 53.00 5,300.00 40.00 4,000.00 417. COLD PLANING BITUMINOUS SURFACES (F) M2 583.1 16.00 9,329.60 10.00 5,831.00 503.301 COFFERDAMS WITH SHEETING LEFT-IN-PLACE U 1. 100,000.00 100,000.00 67,000.00 67,000.00 504.1 COMMON BRIDGE EXCAVATION (F) M3 810. 8.20 6,642.00 20.00 16,200.00 508. STRUCTURAL FILL M3 130. 27.00 3,510.00 46.00 5,980.00 520.0001 PRECAST CONCRETE BOX CULVERT (CLASS AAA) U 1. 35,000.00 35,000.00 37,000.00 37,000.00 520.1 CONCRETE CLASS A M3 60. 1,000.00 60,000.00 1,150.00 69,000.00 520.12 CONCRETE CLASS A ABOVE FOOTINGS (F) M3 31. 1,500.00 46,500.00 1,250.00 38,750.00 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) M3 54. 500.00 27,000.00 470.00 25,380.00 534.3 WATER REPELLENT (SILANE- SILOXANE) (F) M2 127. 10.00 1,270.00 15.00 1,905.00 538.1 BARRIER MEMBRANE (F) M2 56. 40.00 2,240.00 30.00 1,680.00 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) M2 28. 40.00 1,120.00 40.00 1,120.00 544. REINFORCING STEEL (F) KG 5,148. 3.50 18,018.00 2.05 10,553.40 544.1 REINFORCING STEEL (ROADWAY) KG 600. 3.50 2,100.00 3.40 2,040.00 563.3 BRIDGE RAIL T101 (F) LM 17.2 450.00 7,740.00 380.00 6,536.00 585.2 STONE FILL, CLASS B M3 820. 35.00 28,700.00 35.00 28,700.00 585.3 STONE FILL, CLASS C M3 85. 40.00 3,400.00 40.00 3,400.00 593.211 GEOTEXTILE SEPARATION, CL. 1, NON-WOVEN M2 2,100. 2.15 4,515.00 5.70 11,970.00 593.4115 GEOTEXTILE PERMANENT EROSION CONTROL, CL. 1 NON-WOVEN, FILTER CAT. 5 M2 1,400. 2.65 3,710.00 5.70 7,980.00 12915 PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 593.4215 GEOTEXTILE PERMANENT EROSION CONTROL, CL. 2 NON-WOVEN, FILTER CAT. 5 M2 380. 2.65 1,007.00 5.25 1,995.00 603.00204 375 MM R.C. PIPE, CLASS III LM 56. 230.00 12,880.00 112.00 6,272.00 603.00205 450 MM R.C. PIPE, CLASS III LM 226. 85.00 19,210.00 114.00 25,764.00 603.00211 1050 MM R.C. PIPE, CLASS III LM 21. 215.00 4,515.00 235.00 4,935.00 603.00212 1200 MM R.C. PIPE, CLASS III LM 23. 380.00 8,740.00 300.00 6,900.00 603.00218 1800 MM R.C. PIPE, CLASS III LM 59. 740.00 43,660.00 800.00 47,200.00 603.00303 300 MM R.C. PIPE, CLASS IV LM 47. 82.00 3,854.00 110.00 5,170.00 603.00304 375 MM R.C. PIPE, CLASS IV LM 12. 200.00 2,400.00 120.00 1,440.00 603.00305 450 MM R.C. PIPE, CLASS IV LM 192. 140.00 26,880.00 122.00 23,424.00 603.00306 600 MM R.C. PIPE, CLASS IV LM 55. 164.00 9,020.00 150.00 8,250.00 603.00312 1200 MM R.C. PIPE, CLASS IV LM 26. 413.00 10,738.00 330.00 8,580.00 603.11209 900 MM CORR. STEEL PIPE, 2.01 MM LM 17. 265.00 4,505.00 180.00 3,060.00 603.13004 375 MM CORR. ALUMINIZED STEEL (TYPE 2) PIPE 1.63 MM LM 38. 66.00 2,508.00 100.00 3,800.00 603.36104 375 MM ALUMINIZED STEEL (TYPE 2) END SECTION EA 15. 220.00 3,300.00 320.00 4,800.00 603.36105 450 MM ALUMINIZED STEEL (TYPE 2) END SECTION EA 2. 250.00 500.00 350.00 700.00 603.36106 600 MM ALUMINIZED STEEL (TYPE 2) END SECTION EA 18. 375.00 6,750.00 410.00 7,380.00 603.36108 750 MM ALUMINIZED STEEL (TYPE 2) END SECTION EA 2. 550.00 1,100.00 560.00 1,120.00 603.49003 300 MM PIPE FOR SLOPE DRAIN. (CONTRACTORS OPTION) LM 6. 70.00 420.00 91.00 546.00 603.69003 300 MM DRAINAGE PIPE (CONTRACTORS OPTION) LM 56. 65.00 3,640.00 83.00 4,648.00 603.69004 375 MM DRAINAGE PIPE (CONTRACTORS OPTION) LM 93. 72.00 6,696.00 87.00 8,091.00 603.69005 450 MM DRAINAGE PIPE (CONTRACTORS OPTION) LM 31. 73.00 2,263.00 106.00 3,286.00 603.69006 600 MM DRAINAGE PIPE (CONTRACTORS OPTION) LM 64. 76.00 4,864.00 120.00 7,680.00 603.83204 375 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 13. 76.00 988.00 88.00 1,144.00 604.0007 POLYETHYLENE LINER EA 15. 175.00 2,625.00 275.00 4,125.00 12915 PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 604.12 CATCH BASINS TYPE B U 6.2 1,300.00 8,060.00 1,400.00 8,680.00 604.1215 CATCH BASINS TYPE B, 1.5 M DIA U 1.1 1,700.00 1,870.00 2,100.00 2,310.00 604.1218 CATCH BASINS TYPE B, 1.8 M DIA U 1.3 2,500.00 3,250.00 3,000.00 3,900.00 604.15 CATCH BASINS TYPE E U 1. 1,400.00 1,400.00 1,500.00 1,500.00 604.16 CATCH BASINS TYPE F U 3.1 1,350.00 4,185.00 1,400.00 4,340.00 604.22 DROP INLETS TYPE B U 10.3 1,100.00 11,330.00 1,250.00 12,875.00 604.242 DROP INLETS TYPE D-B U 8. 950.00 7,600.00 1,000.00 8,000.00 604.26 DROP INLETS TYPE F U 2.1 1,150.00 2,415.00 1,200.00 2,520.00 604.32 DRAINAGE MANHOLES U 4.2 1,500.00 6,300.00 1,400.00 5,880.00 605.515 150 MM PERF. CORR. POLYETHYL. PIPE. UND. LM 320. 38.00 12,160.00 60.00 19,200.00 605.79 UNDERDRAIN FLUSHING BASINS EA 2. 400.00 800.00 600.00 1,200.00 606.014 150 MM X 200 MM WOOD POST REPLACEMENTS FOR BEAM GUARDRAIL POSTS EA 84. 44.00 3,696.00 50.00 4,200.00 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LM 382.9 56.00 21,442.40 55.00 21,059.50 606.141 BEAM GUARDRAIL (CURVED W/CRT POSTS) LM 22.9 72.00 1,648.80 60.00 1,374.00 606.1452 BEAM GUARDRAIL (TERMINAL UNIT TYPE ELT) U 6. 1,900.00 11,400.00 1,650.00 9,900.00 606.1485 BEAM GUARDRAIL (BRIDGE APPROACH UNIT) U 4. 1,400.00 5,600.00 1,500.00 6,000.00 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LM 1,950. 43.00 83,850.00 76.00 148,200.00 606.93 TEMPORARY BEAM GUARDRAIL LM 125.73 35.00 4,400.55 45.00 5,657.85 606.93452 TEMPORARY BEAM GUARDRAIL (TERMINAL UNIT TYPE ELT) U 2. 1,900.00 3,800.00 1,650.00 3,300.00 607.9 RESETTING RAILING AND FENCING LM 5. 65.00 325.00 65.00 325.00 608.105 50 MM BITUMINOUS SIDEWALK (F) M2 347.7 14.00 4,867.80 12.95 4,502.72 608.750 50 MM STONEDUST RECREATION TRAIL M2 230. 2.50 575.00 12.00 2,760.00 609.01 STRAIGHT GRANITE CURB LM 6. 54.00 324.00 49.00 294.00 609.21 STRAIGHT GRANITE SLOPE CURB LM 345. 39.00 13,455.00 32.00 11,040.00 611.01120 200 MM HDPE PIPE, SDR 11 LM 894. 85.00 75,990.00 135.00 120,690.00 611.05215 150 MM CEMENT LINED DUCT- ILE IRON WATER PIPE , CL.52 LM 8. 100.00 800.00 120.00 960.00 611.05220 200 MM CEMENT LINED DUCT- ILE IRON WATER PIPE , CL.52 LM 64. 110.00 7,040.00 150.00 9,600.00 611.70015 150 MM FITTINGS EA 1. 200.00 200.00 275.00 275.00 611.70020 200 MM FITTINGS EA 4. 220.00 880.00 325.00 1,300.00 611.71015 150 MM GATE VALVES EA 2. 500.00 1,000.00 875.00 1,750.00 12915 PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 611.71020 200 MM GATE VALVES EA 3. 700.00 2,100.00 1,050.00 3,150.00 611.81 HYDRANTS EA 1. 1,600.00 1,600.00 1,800.00 1,800.00 611.811 ADJUSTING/RELOCATING HYDRANTS EA 1. 700.00 700.00 1,100.00 1,100.00 611.951 WATER MAIN INSULATION M2 37. 15.00 555.00 20.00 740.00 615.03 TRAFFIC SIGN TYPE C (F) M2 15.19 550.00 8,354.50 500.00 7,595.00 615.06 TRAFFIC SIGN TYPE CC (F) M2 .36 250.00 90.00 250.00 90.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 310,000.00 310,000.00 310,000.00 310,000.00 618.7 FLAGGERS HR 18,000. 16.00 288,000.00 21.00 378,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 130,000.00 130,000.00 175,000.00 175,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 3. 18,000.00 54,000.00 25,000.00 75,000.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 20. 5.00 100.00 3.00 60.00 621.31 SINGLE DELINEATOR WITH POST EA 166. 28.00 4,648.00 25.00 4,150.00 622.1 STEEL WITNESS MARKERS EA 42. 22.00 924.00 20.00 840.00 622.2 CONCRETE BOUNDS EA 47. 200.00 9,400.00 225.00 10,575.00 622.4 STONE BOUNDS EA 7. 210.00 1,470.00 250.00 1,750.00 628.2 SAWED BITUMINOUS PAVEMENT LM 86. 5.00 430.00 10.00 860.00 628.3 SAWED PAVEMENT LM 1,450. 5.00 7,250.00 16.50 23,925.00 632.0110 RETROREFLECTIVE PAINT PAVEMENT MARKING, 100 MM LINE LM 25,850. .41 10,598.50 .38 9,823.00 632.3145 RETROREFLECT. THERMOPLAS. PAVE. MARKING 450 MM LIN LM 40. 12.00 480.00 11.00 440.00 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD M2 4. 62.00 248.00 60.00 240.00 632.9110 OBLITERATE PAVEMENT MARKING, 100 MM LINE LM 8,700. 1.30 11,310.00 1.25 10,875.00 641. LOAM M3 25. 19.00 475.00 32.00 800.00 642. LIMESTONE T 31. 145.00 4,495.00 130.00 4,030.00 643.12 FERTILIZER FOR INITIAL APPLICATION T 6.6 425.00 2,805.00 325.00 2,145.00 643.22 FERTILIZER FOR REFERTIL- IZATION T 6.6 475.00 3,135.00 325.00 2,145.00 644.15 PARK SEED TYPE 15 KG 4. 25.00 100.00 20.00 80.00 644.21 SHRUB SWAMP SEED MIX KG 4. 100.00 400.00 85.00 340.00 644.22 SHRUB/FOREST SWAMP SEED MIX KG 4. 90.00 360.00 75.00 300.00 644.45 SLOPE SEED (WF) TYPE 45 KG 640. 105.00 67,200.00 16.00 10,240.00 644.52 SLOPE SEED, TYPE 52 KG 37. 33.00 1,221.00 25.00 925.00 644.6 CROWNVETCH SEED KG 4. 65.00 260.00 40.00 160.00 644.73 EMERGENT MARSH SEED MIX KG 5. 100.00 500.00 85.00 425.00 645.11 MULCH HA 7. 1,300.00 9,100.00 1,000.00 7,000.00 645.112 STRAW HA 1.35 2,100.00 2,835.00 1,200.00 1,620.00 645.23 CHANNEL STABILIZATION (LOW VELOCITY) M2 220. 1.70 374.00 1.50 330.00 12915 PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 645.3 EROSION STONE T 1,200. 19.00 22,800.00 40.00 48,000.00 645.51 HAY BALES FOR TEMPORARY EROSION CONTROL EA 6,800. 5.50 37,400.00 6.00 40,800.00 645.52 RYEGRASS FOR TEMPORARY EROSION CONTROL KG 35. 7.00 245.00 15.00 525.00 645.531 SILT FENCE LM 5,000. 6.80 34,000.00 7.50 37,500.00 645.532 SILT FENCE WITH SUPPORT FENCE LM 60. 10.00 600.00 12.00 720.00 645.7 EROSION AND SEDIMENT CONTROL STORMWATER MANAGEMENT PLAN U 1. 4,000.00 4,000.00 2,500.00 2,500.00 645.71 MONITORING EROSION AND SEDIMENT CONTROL HR 400. 60.00 24,000.00 42.00 16,800.00 647.1 HUMUS M3 10,600. 14.40 152,640.00 16.60 175,960.00 650.83 WEED CONTROL MATTING M2 230. 2.20 506.00 2.50 575.00 659.101 WATERING (INCLUDING LABOR MATERIALS,EQUIPMENT) U 1,200. 40.00 48,000.00 40.00 48,000.00 659.401 LANDSCAPE ESTABLISHMENT CREW (4 MEN- 8 HR DAY) DAY 3. 1,700.00 5,100.00 1,500.00 4,500.00 659.5 IRRIGATION SYSTEM U 1. 35,000.00 35,000.00 11,000.00 11,000.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 4. 150.00 600.00 350.00 1,400.00 670.101 TEMPORARY LIGHTING U 1. 19,000.00 19,000.00 16,000.00 16,000.00 678.107 IMPACT ATTENUATION DEVICE (SAND BARREL CRASH CUSHION), 70 KM/H (F) U 6. 2,900.00 17,400.00 4,000.00 24,000.00 692. MOBILIZATION U 1. 345,000.00 345,000.00 468,000.00 468,000.00 693. ON-THE-JOB TRAINING OF UNSKILLED WORKERS $ 1. 600.00 600.00 600.00 600.00 698.12 FIELD OFFICE TYPE B MON 23. 1,700.00 39,100.00 1,400.00 32,200.00 698.2 PHYSICAL TESTING LABORATORY MON 23. 850.00 19,550.00 1,100.00 25,300.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 45,000.00 45,000.00 45,000.00 45,000.00 1007.1 MISCELLANEOUS LANDSCAPE TREATMENT $ 1. 1,000.00 1,000.00 1,000.00 1,000.00 1008.11 ALTERATIONS AND ADDITIONS AS NEEDED - UNANTICIPATED WORK $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1008.52 ALTERATIONS AND ADDITIONS AS NEEDED - DEWATERING $ 1. 7,000.00 7,000.00 7,000.00 7,000.00 1009.1 PROJECT HEALTH AND SAFETY PLAN $ 1. 2,000.00 2,000.00 2,000.00 2,000.00 1009.2 TREATMENT OR DISPOSAL OF CONTAMINATED SOIL GROUNDWATER $ 1. 15,000.00 15,000.00 15,000.00 15,000.00 1010.11 FUEL ADJUSTMENT, DIESEL $ 1. 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 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 35,000.00 35,000.00 35,000.00 35,000.00 12915 PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR ASPHALT $ 1. 31,000.00 31,000.00 31,000.00 31,000.00 $6,099,927.50 $7,327,804.47