THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: PLAISTOW-ATKINSON BRF-X-T-292(1), 12359 COUNTIES AND CODES: ROCKINGHAM 015 DATE BIDS OPEN: FEBRUARY 10, 2005 SCOPE OF WORK: ROADWAY AND BRIDGE REHABILITATION LOCATION: NH ROUTE 121 BRIDGE OVER THE B&M RAILROAD AND THE LITTE RIVER COMPLETION DATE: JULY 27, 2007 A R. S. AUDLEY, INC. 609 ROUTE 3A, BOW, NH 03304 $ 7,488,338.20 B CPM CONSTRUCTORS 30 BONNEY ST., PO BOX B, FREEPORT, ME 04032 $ 7,896,160.30 C MIG CORPORATION, INC. ONE ACTON PLACE, SUITE 200, ACTON, MA 01720 $ 8,078,770.30 D ROADS CORPORATION 241 TREBLE COVE RD., N. BILLERICA, MA 01862 $ 8,175,746.69 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) HA .9 30,000.00 27,000.00 50,000.00 45,000.00 18,000.00 16,200.00 201.21 REMOVING SMALL TREES EA 5. 300.00 1,500.00 300.00 1,500.00 320.00 1,600.00 201.89 FERTILIZING INDIVIDUAL TREES T .1 2,000.00 200.00 2,000.00 200.00 2,000.00 200.00 202.41 REMOVAL OF EXISTING PIPE 0-600 MM DIA. LM 250. 36.00 9,000.00 33.00 8,250.00 35.00 8,750.00 202.43 REMOVAL OF EXIST. ASBEST. CEMENT PIPE 0-600 MM DIA LM 4.5 900.00 4,050.00 200.00 900.00 225.00 1,012.50 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 6. 250.00 1,500.00 250.00 1,500.00 255.00 1,530.00 202.7 REMOVAL OF GUARDRAIL (F) LM 265. 6.00 1,590.00 8.00 2,120.00 18.00 4,770.00 203.1 COMMON EXCAVATION M3 17,000. 6.00 102,000.00 8.00 136,000.00 7.80 132,600.00 203.2 ROCK EXCAVATION M3 980. 48.50 47,530.00 55.00 53,900.00 55.00 53,900.00 203.35 HANDLING EXCAVATED, CONTAMINATED SOILS M3 10.5 25.00 262.50 206.00 2,163.00 220.00 2,310.00 203.5552 GUARDRAIL ELT PLATFORM U 5. 900.00 4,500.00 1,500.00 7,500.00 1,600.00 8,000.00 203.6 EMBANKMENT-IN-PLACE (F) M3 22,750. 6.00 136,500.00 7.50 170,625.00 7.50 170,625.00 206.1 COMMON STRUCTURE EXCAVATION M3 30. 11.00 330.00 27.00 810.00 28.00 840.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY M3 50. 36.00 1,800.00 52.00 2,600.00 55.00 2,750.00 206.2 ROCK STRUCTURE EXCAVATION M3 115. 85.00 9,775.00 105.00 12,075.00 110.00 12,650.00 207.3 UNCLASSIFIED CHANNEL EXCAVATION M3 1,950. 12.00 23,400.00 9.00 17,550.00 8.80 17,160.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) M3 6,000. 25.00 150,000.00 31.00 186,000.00 30.00 180,000.00 12359 PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 209.202 GRANULAR BACKFILL (BRIDGE) (F) M3 580. 25.00 14,500.00 31.00 17,980.00 30.00 17,400.00 209.3 GRANULAR BACKFILL (SAND) M3 30. 30.00 900.00 33.00 990.00 35.00 1,050.00 214. FINE GRADING U 1. 42,000.00 42,000.00 70,000.00 70,000.00 60,000.00 60,000.00 304.1 SAND (F) M3 3,950. 15.00 59,250.00 19.00 75,050.00 19.00 75,050.00 304.2 GRAVEL (F) M3 4,100. 15.00 61,500.00 20.00 82,000.00 20.00 82,000.00 304.3 CRUSHED GRAVEL (F) M3 4,720. 15.00 70,800.00 22.00 103,840.00 22.00 103,840.00 304.35 CRUSHED GRAVEL FOR DRIVES M3 600. 17.00 10,200.00 26.00 15,600.00 27.00 16,200.00 403.11052 HOT BITUMINOUS PAVEMENT MACHINE METHOD (SUPERPAVE)(QC/QA) T 5,200. 45.00 234,000.00 53.00 275,600.00 51.00 265,200.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD T 775. 95.00 73,625.00 95.00 73,625.00 92.00 71,300.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 25 MM BASE COURSE (F) T 109. 125.00 13,625.00 110.00 11,990.00 167.00 18,203.00 417. COLD PLANING BITUMINOUS SURFACES (F) M2 700. 12.00 8,400.00 13.00 9,100.00 14.00 9,800.00 500.02 ACCESS FOR BRIDGE CONSTRUCTION U 1. 35,000.00 35,000.00 200,000.00 200,000.00 100,000.00 100,000.00 502.101 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 215,000.00 215,000.00 200,000.00 200,000.00 200,000.00 200,000.00 502.102 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 39,000.00 39,000.00 40,000.00 40,000.00 100,000.00 100,000.00 503.201 COFFERDAMS U 1. 62,000.00 62,000.00 75,000.00 75,000.00 30,000.00 30,000.00 503.202 COFFERDAMS U 1. 32,000.00 32,000.00 50,000.00 50,000.00 50,000.00 50,000.00 503.301 COFFERDAMS WITH SHEETING LEFT-IN-PLACE U 1. 7,500.00 7,500.00 20,000.00 20,000.00 1.00 1.00 504.1 COMMON BRIDGE EXCAVATION (F) M3 1,890. 13.25 25,042.50 14.00 26,460.00 13.50 25,515.00 504.2 ROCK BRIDGE EXCAVATION M3 150. 80.00 12,000.00 100.00 15,000.00 66.00 9,900.00 508. STRUCTURAL FILL M3 66. 50.00 3,300.00 27.00 1,782.00 28.50 1,881.00 509.1 MOBILIZATION AND DEMOB. OF DRILLED SHAFT DRILLING EQUIPMENT U 1. 57,000.00 57,000.00 75,000.00 75,000.00 150,000.00 150,000.00 509.2 DRILLED SHAFTS LM 209. 1,950.00 407,550.00 2,025.00 423,225.00 2,400.00 501,600.00 509.3 OBSTRUCTION REMOVAL LM 20. 2,000.00 40,000.00 2,000.00 40,000.00 2,750.00 55,000.00 509.4 ROCK SOCKET EXCAVATION LM 70. 6,200.00 434,000.00 7,500.00 525,000.00 6,500.00 455,000.00 509.5 CROSSHOLE SONIC LOGGING (CSL) TESTS EA 5. 2,000.00 10,000.00 1,000.00 5,000.00 8,000.00 40,000.00 509.6 SONAR PROFILE TESTS EA 5. 5,000.00 25,000.00 5,000.00 25,000.00 4,000.00 20,000.00 520.0031 PRECAST CONCRETE ARCHED FRAME U 1. 75,000.00 75,000.00 75,000.00 75,000.00 100,000.00 100,000.00 520.01 CONCRETE CLASS AA M3 295. 740.00 218,300.00 470.00 138,650.00 560.00 165,200.00 520.0102 CONCRETE CLASS AA (QC/QA) (F) M3 182. 610.00 111,020.00 350.00 63,700.00 500.00 91,000.00 520.06 REINFORCED CONCRETE COLUMNS LM 171. 2,350.00 401,850.00 1,670.00 285,570.00 1,900.00 324,900.00 520.1 CONCRETE CLASS A M3 10. 900.00 9,000.00 750.00 7,500.00 800.00 8,000.00 12359 PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 520.12 CONCRETE CLASS A ABOVE FOOTINGS (F) M3 109. 760.00 82,840.00 700.00 76,300.00 500.00 54,500.00 520.211 CONCRETE CLASS B, FOOTINGS (ON ROCK) M3 175. 300.00 52,500.00 300.00 52,500.00 210.00 36,750.00 520.7002 CONCRETE BRIDGE DECK (QC/QA) (F) M3 305. 520.00 158,600.00 510.00 155,550.00 525.00 160,125.00 528.51 PRESTRESSED CONCRETE DECK PANEL (F) M2 1,496. 165.00 246,840.00 150.00 224,400.00 180.00 269,280.00 534.3 WATER REPELLENT (SILANE- SILOXANE) L 535. 20.00 10,700.00 12.00 6,420.00 12.00 6,420.00 536.11 EPOXY COATING FOR CONCRETE (F) M2 65. 80.00 5,200.00 80.00 5,200.00 95.00 6,175.00 537. CONCRETE SEALER (F) M2 1,240. 8.00 9,920.00 3.00 3,720.00 8.00 9,920.00 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) M2 56. 36.00 2,016.00 35.00 1,960.00 15.00 840.00 538.6 BARRIER MEMBRANE, WELDED BY TORCH MACHINE METHOD (F) M2 1,785. 27.00 48,195.00 22.00 39,270.00 27.00 48,195.00 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LM 22. 20.00 440.00 28.00 616.00 20.00 440.00 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LM 19. 20.00 380.00 26.00 494.00 16.00 304.00 544. REINFORCING STEEL (F) KG 31,319. 2.00 62,638.00 2.00 62,638.00 1.75 54,808.25 544.11 REINFORCING STEEL-MECH'L. CONNECTORS (F) KG 42. 10.00 420.00 8.00 336.00 15.00 630.00 544.2 REINFORCING STEEL, EPOXY COATED (F) KG 61,272. 2.10 128,671.20 2.00 122,544.00 2.00 122,544.00 544.21 REINFORCING STEEL, EPOXY COATED MECHANICAL CONNECTORS (F) KG 24. 12.00 288.00 12.00 288.00 20.00 480.00 547. SHEAR CONNECTORS (F) EA 5,502. 2.00 11,004.00 2.00 11,004.00 2.50 13,755.00 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 28. 1,350.00 37,800.00 1,700.00 47,600.00 2,200.00 61,600.00 550.1 STRUCTURAL STEEL (F) KG 349,700. 3.05 1,066,585.00 3.10 1,084,070.00 3.05 1,066,585.00 550.2 BRIDGE SHOES (F) EA 7. 1,400.00 9,800.00 1,900.00 13,300.00 1,500.00 10,500.00 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LM 15.8 300.00 4,740.00 410.00 6,478.00 400.00 6,320.00 559.5 SILICONE JOINT SEALANT (F LM 6. 50.00 300.00 40.00 240.00 50.00 300.00 561.301 PREFABRICATED EXPANSION JOINT, FINGER JOINT (F) LM 18.8 3,500.00 65,800.00 3,780.00 71,064.00 3,200.00 60,160.00 563.23 BRIDGE RAIL T3 (F) LM 91.2 345.00 31,464.00 490.00 44,688.00 425.00 38,760.00 563.231 BRIDGE RAIL T3 WITH PROTECTIVE SCREENING (F) LM 27. 550.00 14,850.00 620.00 16,740.00 480.00 12,960.00 563.24 BRIDGE RAIL T4 (F) LM 91.2 410.00 37,392.00 566.00 51,619.20 475.00 43,320.00 563.241 BRIDGE RAIL T4 WITH PROTECTIVE SCREENING (F) LM 26.9 640.00 17,216.00 680.00 18,292.00 530.00 14,257.00 565.23 BRIDGE APPROACH RAIL T3 (F) LM 19.8 460.00 9,108.00 500.00 9,900.00 475.00 9,405.00 565.24 BRIDGE APPROACH RAIL T4 (F) LM 19.5 535.00 10,432.50 580.00 11,310.00 550.00 10,725.00 12359 PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 585.2 STONE FILL, CLASS B M3 40. 26.00 1,040.00 40.00 1,600.00 42.00 1,680.00 585.21 STONE FILL, CLASS B (BRIDGE) M3 775. 21.00 16,275.00 40.00 31,000.00 42.00 32,550.00 585.3 STONE FILL, CLASS C M3 170. 38.00 6,460.00 42.00 7,140.00 44.00 7,480.00 592.21 MECHANICALLY STABILIZED EARTH RETAINING WALL (F) M2 966. 280.00 270,480.00 330.00 318,780.00 400.00 386,400.00 593.4112 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN FILTER CATEGORY 2 M2 1,825. 4.00 7,300.00 3.00 5,475.00 2.50 4,562.50 603.00203 300 MM R.C. PIPE, CLASS III LM 3. 110.00 330.00 125.00 375.00 130.00 390.00 603.00204 375 MM R.C. PIPE, CLASS III LM 220. 115.00 25,300.00 130.00 28,600.00 130.00 28,600.00 603.34103 300 MM STEEL END SECTION EA 3. 150.00 450.00 125.00 375.00 150.00 450.00 603.34104 375 MM STEEL END SECTION EA 3. 160.00 480.00 150.00 450.00 175.00 525.00 603.34105 450 MM STEEL END SECTION EA 2. 180.00 360.00 175.00 350.00 200.00 400.00 603.34106 600 MM STEEL END SECTION EA 3. 210.00 630.00 200.00 600.00 225.00 675.00 603.83203 300 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 60. 80.00 4,800.00 80.00 4,800.00 80.00 4,800.00 603.83204 375 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 575. 90.00 51,750.00 85.00 48,875.00 85.00 48,875.00 603.83205 450 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 45. 100.00 4,500.00 90.00 4,050.00 95.00 4,275.00 603.83206 600 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 95. 120.00 11,400.00 110.00 10,450.00 110.00 10,450.00 603.86918 1800MM PROFILE WALL POLY- ETHYLENE PIPE LINER LM 22. 5,000.00 110,000.00 5,500.00 121,000.00 5,500.00 121,000.00 603.8699 CONTROLLED DENSITY FILLED CONCRETE M3 25. 225.00 5,625.00 400.00 10,000.00 390.00 9,750.00 604.0007 POLYETHYLENE LINER EA 19. 225.00 4,275.00 250.00 4,750.00 255.00 4,845.00 604.12 CATCH BASINS TYPE B U 27. 1,400.00 37,800.00 1,250.00 33,750.00 1,300.00 35,100.00 604.1215 CATCH BASINS TYPE B, 1.5 M DIA U 2.5 2,100.00 5,250.00 1,500.00 3,750.00 1,600.00 4,000.00 604.22 DROP INLETS TYPE B U 1. 1,100.00 1,100.00 1,000.00 1,000.00 1,100.00 1,100.00 605.515 150 MM PERF. CORR. POLYETHYL. PIPE. UND. LM 415. 52.00 21,580.00 44.00 18,260.00 44.00 18,260.00 605.79 UNDERDRAIN FLUSHING BASINS EA 2. 490.00 980.00 250.00 500.00 255.00 510.00 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LM 423. 56.00 23,688.00 60.00 25,380.00 56.00 23,688.00 606.141 BEAM GUARDRAIL (CURVED W/CRT POSTS) LM 39. 60.00 2,340.00 73.00 2,847.00 65.00 2,535.00 606.1452 BEAM GUARDRAIL (TERMINAL UNIT TYPE ELT) U 6. 1,750.00 10,500.00 1,900.00 11,400.00 1,750.00 10,500.00 606.147 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) U 5. 500.00 2,500.00 500.00 2,500.00 500.00 2,500.00 606.84 ANCHOR FOR CURVED GUARD- RAIL W/CRT POSTS U 2. 1,100.00 2,200.00 1,600.00 3,200.00 1,500.00 3,000.00 607.030 CHAIN LINK FENCE (3.0 METERS HIGH) LM 80.6 350.00 28,210.00 240.00 19,344.00 303.00 24,421.80 12359 PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C 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 25. 150.00 3,750.00 150.00 3,750.00 75.00 1,875.00 607.412 POST ASSEMBLIES FOR CHAIN LINK FENCE, 1.2 METERS HIGH EA 3. 150.00 450.00 200.00 600.00 200.00 600.00 608.105 50 MM BITUMINOUS SIDEWALK (F) M2 800. 16.00 12,800.00 13.00 10,400.00 18.00 14,400.00 608.210 100 MM CONCRETE SIDEWALK (F) M2 13. 36.00 468.00 150.00 1,950.00 100.00 1,300.00 608.53 DETECTABLE WARNING PANELS YELLOW (S.W. RAMPS) M2 2. 400.00 800.00 700.00 1,400.00 330.00 660.00 609.01 STRAIGHT GRANITE CURB LM 1,050. 47.00 49,350.00 50.00 52,500.00 55.00 57,750.00 609.2115 STRAIGHT GRANITE SLOPE CURB 150 MM HIGH LM 20. 40.00 800.00 46.00 920.00 55.00 1,100.00 609.3 STRAIGHT GRANITE CURB (BRIDGE) LM 236.4 85.00 20,094.00 100.00 23,640.00 85.00 20,094.00 609.5 RESET GRANITE CURB LM 15. 23.00 345.00 27.00 405.00 33.00 495.00 611.90001 ADJUSTING WATER GATES AND SHUTOFFS SET BY OTHERS EA 3. 110.00 330.00 125.00 375.00 100.00 300.00 614.511 CONCRETE PULL BOX 350 MM EA 9. 350.00 3,150.00 350.00 3,150.00 440.00 3,960.00 614.70814 75 MM PVC PLASTIC CONDUIT SCHEDULE 40 LM 20. 45.00 900.00 30.00 600.00 33.00 660.00 614.70818 75 MM PVC PLASTIC CONDUIT SCHEDULE 80 LM 115. 55.00 6,325.00 82.00 9,430.00 85.00 9,775.00 614.70828 75 MM 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LM 45. 70.00 3,150.00 100.00 4,500.00 105.00 4,725.00 615.02 TRAFFIC SIGN TYPE B (F) M2 .81 500.00 405.00 1,775.00 1,437.75 600.00 486.00 615.024 RELOCATING TRAFFIC SIGN, TYPE B U 2. 1,600.00 3,200.00 1,000.00 2,000.00 1,700.00 3,400.00 615.03 TRAFFIC SIGN TYPE C (F) M2 9.19 350.00 3,216.50 540.00 4,962.60 375.00 3,446.25 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 21. 194.00 4,074.00 150.00 3,150.00 175.00 3,675.00 615.054 RELOCATING TRAFFIC SIGN TYPE BB U 1. 75.00 75.00 500.00 500.00 110.00 110.00 615.06 TRAFFIC SIGN TYPE CC (F) M2 1.44 200.00 288.00 225.00 324.00 225.00 324.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 190,000.00 190,000.00 190,000.00 190,000.00 190,000.00 190,000.00 618.7 FLAGGERS HR 3,800. 17.85 67,830.00 16.00 60,800.00 16.50 62,700.00 619.1 MAINTENANCE OF TRAFFIC U 1. 37,000.00 37,000.00 25,000.00 25,000.00 55,000.00 55,000.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 35. 4.00 140.00 4.00 140.00 5.00 175.00 621.31 SINGLE DELINEATOR WITH POST EA 60. 24.00 1,440.00 28.00 1,680.00 25.00 1,500.00 622.1 STEEL WITNESS MARKERS EA 30. 25.00 750.00 25.00 750.00 25.00 750.00 622.2 CONCRETE BOUNDS EA 25. 250.00 6,250.00 260.00 6,500.00 215.00 5,375.00 628.2 SAWED BITUMINOUS PAVEMENT LM 365. 8.00 2,920.00 10.00 3,650.00 10.00 3,650.00 632.0110 RETROREFLECTIVE PAINT PAVEMENT MARKING, 100 MM LINE LM 10,800. .45 4,860.00 .50 5,400.00 .55 5,940.00 12359 PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 632.3145 RETROREFLECT. THERMOPLAS. PAVE. MARKING 450 MM LIN LM 40. 9.00 360.00 10.00 400.00 9.00 360.00 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD M2 45. 55.00 2,475.00 54.00 2,430.00 80.00 3,600.00 641. LOAM M3 465. 21.00 9,765.00 24.00 11,160.00 25.00 11,625.00 645.21 SLOPE STABILIZATION (2:1 OR FLATTER) M2 15,300. 1.50 22,950.00 1.50 22,950.00 1.65 25,245.00 645.22 SLOPE STABILIZATION (STEEPER THAN 2:1) M2 65. 3.00 195.00 1.75 113.75 1.80 117.00 645.3 EROSION STONE T 200. 30.00 6,000.00 35.00 7,000.00 35.00 7,000.00 645.531 SILT FENCE LM 1,200. 6.50 7,800.00 10.00 12,000.00 9.00 10,800.00 645.7 EROSION AND SEDIMENT CONTROL STORMWATER MANAGEMENT PLAN U 1. 2,500.00 2,500.00 25,000.00 25,000.00 8,500.00 8,500.00 645.71 MONITORING EROSION AND SEDIMENT CONTROL HR 220. 70.00 15,400.00 50.00 11,000.00 105.00 23,100.00 646.3 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS HA 1.6 4,000.00 6,400.00 4,000.00 6,400.00 3,100.00 4,960.00 647.1 HUMUS M3 960. 17.00 16,320.00 20.00 19,200.00 20.00 19,200.00 651.82051 THUJA OCCIDENTALIS NIGRA DARK AMERICAN ARBORVITAE 1.5M B&B EA 42. 85.00 3,570.00 85.00 3,570.00 150.00 6,300.00 652.13601 ACER SACCHARUM, GREEN MOUNTAIN SUGAR MAPLE, 63MM B&B EA 4. 325.00 1,300.00 325.00 1,300.00 400.00 1,600.00 652.67601 QUERCUS COCCINEA SCARLET OAK 63MM B&B EA 2. 340.00 680.00 340.00 680.00 400.00 800.00 655.38052 CORNUS SERICEA RED-OSIER DOGWOOD 0.9M 1 YR POT CONT EA 25. 40.00 1,000.00 40.00 1,000.00 50.00 1,250.00 655.80052 ILEX VERTICILLATA COMMON WINTERBERRY HOLLY 0.9M 1 YR POT CONT EA 35. 40.00 1,400.00 40.00 1,400.00 50.00 1,750.00 656.93052 VIBURNUM TRILOBUM AMERICAN CRANBERRYBUSH 0.9M 1 YR POT CONT EA 25. 45.00 1,125.00 45.00 1,125.00 50.00 1,250.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 5. 175.00 875.00 250.00 1,250.00 150.00 750.00 692. MOBILIZATION U 1. 549,000.00 549,000.00 510,000.00 510,000.00 498,000.00 498,000.00 693. ON-THE-JOB TRAINING OF UNSKILLED WORKERS $ 1. 1,200.00 1,200.00 1,200.00 1,200.00 1,200.00 1,200.00 698.12 FIELD OFFICE TYPE B MON 35. 1,100.00 38,500.00 1,000.00 35,000.00 1,000.00 35,000.00 698.2 PHYSICAL TESTING LABORATORY MON 35. 600.00 21,000.00 750.00 26,250.00 1,300.00 45,500.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 20,000.00 1002.1 REPAIRS OR REPLACEMENTS AS NEEDED $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 12359 PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 1008.8 ALTERATIONS AND ADDITIONS AS NEEDED - WINTER MAIN- TENANCE $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1009.1 PROJECT HEALTH AND SAFETY PLAN $ 1. 600.00 600.00 600.00 600.00 600.00 600.00 1009.2 TREATMENT OR DISPOSAL OF CONTAMINATED SOIL GROUNDWATER $ 1. 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 1010.11 FUEL ADJUSTMENT, DIESEL $ 1. 35,000.00 35,000.00 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 35,000.00 35,000.00 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 FOR ASPHALT $ 1. 12,220.00 12,220.00 12,220.00 12,220.00 12,220.00 12,220.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 15,500.00 15,500.00 15,500.00 15,500.00 15,500.00 15,500.00 $7,488,338.20 $7,896,160.30 $8,078,770.30 THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: PLAISTOW-ATKINSON BRF-X-T-292(1), 12359 COUNTIES AND CODES: ROCKINGHAM 015 DATE BIDS OPEN: FEBRUARY 10, 2005 SCOPE OF WORK: ROADWAY AND BRIDGE REHABILITATION LOCATION: NH ROUTE 121 BRIDGE OVER THE B&M RAILROAD AND THE LITTE RIVER COMPLETION DATE: JULY 27, 2007 A R. S. AUDLEY, INC. 609 ROUTE 3A, BOW, NH 03304 $ 7,488,338.20 B CPM CONSTRUCTORS 30 BONNEY ST., PO BOX B, FREEPORT, ME 04032 $ 7,896,160.30 C MIG CORPORATION, INC. ONE ACTON PLACE, SUITE 200, ACTON, MA 01720 $ 8,078,770.30 D ROADS CORPORATION 241 TREBLE COVE RD., N. BILLERICA, MA 01862 $ 8,175,746.69 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) HA .9 4,930.00 4,437.00 201.21 REMOVING SMALL TREES EA 5. 300.00 1,500.00 201.89 FERTILIZING INDIVIDUAL TREES T .1 1,500.00 150.00 202.41 REMOVAL OF EXISTING PIPE 0-600 MM DIA. LM 250. 19.50 4,875.00 202.43 REMOVAL OF EXIST. ASBEST. CEMENT PIPE 0-600 MM DIA LM 4.5 150.00 675.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 6. 300.00 1,800.00 202.7 REMOVAL OF GUARDRAIL (F) LM 265. 4.00 1,060.00 203.1 COMMON EXCAVATION M3 17,000. 7.00 119,000.00 203.2 ROCK EXCAVATION M3 980. 55.10 53,998.00 203.35 HANDLING EXCAVATED, CONTAMINATED SOILS M3 10.5 32.00 336.00 203.5552 GUARDRAIL ELT PLATFORM U 5. 1,250.00 6,250.00 203.6 EMBANKMENT-IN-PLACE (F) M3 22,750. 6.00 136,500.00 206.1 COMMON STRUCTURE EXCAVATION M3 30. 23.00 690.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY M3 50. 39.24 1,962.00 206.2 ROCK STRUCTURE EXCAVATION M3 115. 52.00 5,980.00 207.3 UNCLASSIFIED CHANNEL EXCAVATION M3 1,950. 9.00 17,550.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) M3 6,000. 24.85 149,100.00 12359 PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 209.202 GRANULAR BACKFILL (BRIDGE) (F) M3 580. 23.50 13,630.00 209.3 GRANULAR BACKFILL (SAND) M3 30. 19.00 570.00 214. FINE GRADING U 1. 38,000.00 38,000.00 304.1 SAND (F) M3 3,950. 17.00 67,150.00 304.2 GRAVEL (F) M3 4,100. 18.31 75,071.00 304.3 CRUSHED GRAVEL (F) M3 4,720. 18.00 84,960.00 304.35 CRUSHED GRAVEL FOR DRIVES M3 600. 20.93 12,558.00 403.11052 HOT BITUMINOUS PAVEMENT MACHINE METHOD (SUPERPAVE)(QC/QA) T 5,200. 40.00 208,000.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD T 775. 92.00 71,300.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 25 MM BASE COURSE (F) T 109. 50.00 5,450.00 417. COLD PLANING BITUMINOUS SURFACES (F) M2 700. 7.18 5,026.00 500.02 ACCESS FOR BRIDGE CONSTRUCTION U 1. 275,000.00 275,000.00 502.101 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 125,000.00 125,000.00 502.102 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 37,000.00 37,000.00 503.201 COFFERDAMS U 1. 83,000.00 83,000.00 503.202 COFFERDAMS U 1. 97,000.00 97,000.00 503.301 COFFERDAMS WITH SHEETING LEFT-IN-PLACE U 1. 85,000.00 85,000.00 504.1 COMMON BRIDGE EXCAVATION (F) M3 1,890. 15.70 29,673.00 504.2 ROCK BRIDGE EXCAVATION M3 150. 19.62 2,943.00 508. STRUCTURAL FILL M3 66. 72.00 4,752.00 509.1 MOBILIZATION AND DEMOB. OF DRILLED SHAFT DRILLING EQUIPMENT U 1. 65,000.00 65,000.00 509.2 DRILLED SHAFTS LM 209. 1,800.00 376,200.00 509.3 OBSTRUCTION REMOVAL LM 20. 2,200.00 44,000.00 509.4 ROCK SOCKET EXCAVATION LM 70. 9,100.00 637,000.00 509.5 CROSSHOLE SONIC LOGGING (CSL) TESTS EA 5. 1,000.00 5,000.00 509.6 SONAR PROFILE TESTS EA 5. 5,400.00 27,000.00 520.0031 PRECAST CONCRETE ARCHED FRAME U 1. 305,000.00 305,000.00 520.01 CONCRETE CLASS AA M3 295. 976.00 287,920.00 520.0102 CONCRETE CLASS AA (QC/QA) (F) M3 182. 655.00 119,210.00 520.06 REINFORCED CONCRETE COLUMNS LM 171. 2,500.00 427,500.00 520.1 CONCRETE CLASS A M3 10. 301.00 3,010.00 12359 PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 520.12 CONCRETE CLASS A ABOVE FOOTINGS (F) M3 109. 655.00 71,395.00 520.211 CONCRETE CLASS B, FOOTINGS (ON ROCK) M3 175. 264.00 46,200.00 520.7002 CONCRETE BRIDGE DECK (QC/QA) (F) M3 305. 556.00 169,580.00 528.51 PRESTRESSED CONCRETE DECK PANEL (F) M2 1,496. 185.00 276,760.00 534.3 WATER REPELLENT (SILANE- SILOXANE) L 535. 11.00 5,885.00 536.11 EPOXY COATING FOR CONCRETE (F) M2 65. 83.00 5,395.00 537. CONCRETE SEALER (F) M2 1,240. 4.50 5,580.00 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) M2 56. 36.00 2,016.00 538.6 BARRIER MEMBRANE, WELDED BY TORCH MACHINE METHOD (F) M2 1,785. 25.00 44,625.00 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LM 22. 20.00 440.00 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LM 19. 20.00 380.00 544. REINFORCING STEEL (F) KG 31,319. 1.00 31,319.00 544.11 REINFORCING STEEL-MECH'L. CONNECTORS (F) KG 42. 10.00 420.00 544.2 REINFORCING STEEL, EPOXY COATED (F) KG 61,272. 1.50 91,908.00 544.21 REINFORCING STEEL, EPOXY COATED MECHANICAL CONNECTORS (F) KG 24. 5.00 120.00 547. SHEAR CONNECTORS (F) EA 5,502. 2.00 11,004.00 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 28. 1,000.00 28,000.00 550.1 STRUCTURAL STEEL (F) KG 349,700. 2.87 1,003,639.00 550.2 BRIDGE SHOES (F) EA 7. 1,100.00 7,700.00 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LM 15.8 350.00 5,530.00 559.5 SILICONE JOINT SEALANT (F LM 6. 82.00 492.00 561.301 PREFABRICATED EXPANSION JOINT, FINGER JOINT (F) LM 18.8 3,100.00 58,280.00 563.23 BRIDGE RAIL T3 (F) LM 91.2 340.00 31,008.00 563.231 BRIDGE RAIL T3 WITH PROTECTIVE SCREENING (F) LM 27. 385.00 10,395.00 563.24 BRIDGE RAIL T4 (F) LM 91.2 400.00 36,480.00 563.241 BRIDGE RAIL T4 WITH PROTECTIVE SCREENING (F) LM 26.9 445.00 11,970.50 565.23 BRIDGE APPROACH RAIL T3 (F) LM 19.8 300.00 5,940.00 565.24 BRIDGE APPROACH RAIL T4 (F) LM 19.5 450.00 8,775.00 12359 PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 585.2 STONE FILL, CLASS B M3 40. 32.70 1,308.00 585.21 STONE FILL, CLASS B (BRIDGE) M3 775. 33.00 25,575.00 585.3 STONE FILL, CLASS C M3 170. 32.70 5,559.00 592.21 MECHANICALLY STABILIZED EARTH RETAINING WALL (F) M2 966. 400.00 386,400.00 593.4112 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN FILTER CATEGORY 2 M2 1,825. 3.00 5,475.00 603.00203 300 MM R.C. PIPE, CLASS III LM 3. 115.00 345.00 603.00204 375 MM R.C. PIPE, CLASS III LM 220. 117.00 25,740.00 603.34103 300 MM STEEL END SECTION EA 3. 175.00 525.00 603.34104 375 MM STEEL END SECTION EA 3. 200.00 600.00 603.34105 450 MM STEEL END SECTION EA 2. 250.00 500.00 603.34106 600 MM STEEL END SECTION EA 3. 400.00 1,200.00 603.83203 300 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 60. 115.00 6,900.00 603.83204 375 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 575. 97.00 55,775.00 603.83205 450 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 45. 112.00 5,040.00 603.83206 600 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 95. 115.00 10,925.00 603.86918 1800MM PROFILE WALL POLY- ETHYLENE PIPE LINER LM 22. 5,100.00 112,200.00 603.8699 CONTROLLED DENSITY FILLED CONCRETE M3 25. 98.00 2,450.00 604.0007 POLYETHYLENE LINER EA 19. 220.00 4,180.00 604.12 CATCH BASINS TYPE B U 27. 1,850.00 49,950.00 604.1215 CATCH BASINS TYPE B, 1.5 M DIA U 2.5 2,700.00 6,750.00 604.22 DROP INLETS TYPE B U 1. 1,300.00 1,300.00 605.515 150 MM PERF. CORR. POLYETHYL. PIPE. UND. LM 415. 96.00 39,840.00 605.79 UNDERDRAIN FLUSHING BASINS EA 2. 750.00 1,500.00 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LM 423. 52.00 21,996.00 606.141 BEAM GUARDRAIL (CURVED W/CRT POSTS) LM 39. 396.00 15,444.00 606.1452 BEAM GUARDRAIL (TERMINAL UNIT TYPE ELT) U 6. 1,650.00 9,900.00 606.147 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) U 5. 425.00 2,125.00 606.84 ANCHOR FOR CURVED GUARD- RAIL W/CRT POSTS U 2. 1,400.00 2,800.00 607.030 CHAIN LINK FENCE (3.0 METERS HIGH) LM 80.6 260.00 20,956.00 12359 PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D 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 25. 72.00 1,800.00 607.412 POST ASSEMBLIES FOR CHAIN LINK FENCE, 1.2 METERS HIGH EA 3. 150.00 450.00 608.105 50 MM BITUMINOUS SIDEWALK (F) M2 800. 13.75 11,000.00 608.210 100 MM CONCRETE SIDEWALK (F) M2 13. 33.00 429.00 608.53 DETECTABLE WARNING PANELS YELLOW (S.W. RAMPS) M2 2. 54.00 108.00 609.01 STRAIGHT GRANITE CURB LM 1,050. 62.34 65,457.00 609.2115 STRAIGHT GRANITE SLOPE CURB 150 MM HIGH LM 20. 50.00 1,000.00 609.3 STRAIGHT GRANITE CURB (BRIDGE) LM 236.4 75.00 17,730.00 609.5 RESET GRANITE CURB LM 15. 30.00 450.00 611.90001 ADJUSTING WATER GATES AND SHUTOFFS SET BY OTHERS EA 3. 110.00 330.00 614.511 CONCRETE PULL BOX 350 MM EA 9. 375.00 3,375.00 614.70814 75 MM PVC PLASTIC CONDUIT SCHEDULE 40 LM 20. 30.00 600.00 614.70818 75 MM PVC PLASTIC CONDUIT SCHEDULE 80 LM 115. 79.00 9,085.00 614.70828 75 MM 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LM 45. 92.00 4,140.00 615.02 TRAFFIC SIGN TYPE B (F) M2 .81 555.56 450.00 615.024 RELOCATING TRAFFIC SIGN, TYPE B U 2. 1,500.00 3,000.00 615.03 TRAFFIC SIGN TYPE C (F) M2 9.19 304.70 2,800.19 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 21. 160.00 3,360.00 615.054 RELOCATING TRAFFIC SIGN TYPE BB U 1. 100.00 100.00 615.06 TRAFFIC SIGN TYPE CC (F) M2 1.44 208.33 300.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 190,000.00 190,000.00 618.7 FLAGGERS HR 3,800. 16.00 60,800.00 619.1 MAINTENANCE OF TRAFFIC U 1. 32,000.00 32,000.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 35. 3.00 105.00 621.31 SINGLE DELINEATOR WITH POST EA 60. 23.00 1,380.00 622.1 STEEL WITNESS MARKERS EA 30. 21.00 630.00 622.2 CONCRETE BOUNDS EA 25. 200.00 5,000.00 628.2 SAWED BITUMINOUS PAVEMENT LM 365. 3.00 1,095.00 632.0110 RETROREFLECTIVE PAINT PAVEMENT MARKING, 100 MM LINE LM 10,800. .56 6,048.00 12359 PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 632.3145 RETROREFLECT. THERMOPLAS. PAVE. MARKING 450 MM LIN LM 40. 7.50 300.00 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD M2 45. 65.00 2,925.00 641. LOAM M3 465. 30.00 13,950.00 645.21 SLOPE STABILIZATION (2:1 OR FLATTER) M2 15,300. 1.55 23,715.00 645.22 SLOPE STABILIZATION (STEEPER THAN 2:1) M2 65. 4.00 260.00 645.3 EROSION STONE T 200. 33.07 6,614.00 645.531 SILT FENCE LM 1,200. 26.25 31,500.00 645.7 EROSION AND SEDIMENT CONTROL STORMWATER MANAGEMENT PLAN U 1. 2,500.00 2,500.00 645.71 MONITORING EROSION AND SEDIMENT CONTROL HR 220. 75.00 16,500.00 646.3 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS HA 1.6 3,437.50 5,500.00 647.1 HUMUS M3 960. 12.00 11,520.00 651.82051 THUJA OCCIDENTALIS NIGRA DARK AMERICAN ARBORVITAE 1.5M B&B EA 42. 85.00 3,570.00 652.13601 ACER SACCHARUM, GREEN MOUNTAIN SUGAR MAPLE, 63MM B&B EA 4. 300.00 1,200.00 652.67601 QUERCUS COCCINEA SCARLET OAK 63MM B&B EA 2. 360.00 720.00 655.38052 CORNUS SERICEA RED-OSIER DOGWOOD 0.9M 1 YR POT CONT EA 25. 40.00 1,000.00 655.80052 ILEX VERTICILLATA COMMON WINTERBERRY HOLLY 0.9M 1 YR POT CONT EA 35. 35.00 1,225.00 656.93052 VIBURNUM TRILOBUM AMERICAN CRANBERRYBUSH 0.9M 1 YR POT CONT EA 25. 42.00 1,050.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 5. 125.00 625.00 692. MOBILIZATION U 1. 400,000.00 400,000.00 693. ON-THE-JOB TRAINING OF UNSKILLED WORKERS $ 1. 1,200.00 1,200.00 698.12 FIELD OFFICE TYPE B MON 35. 1,100.00 38,500.00 698.2 PHYSICAL TESTING LABORATORY MON 35. 850.00 29,750.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 20,000.00 20,000.00 1002.1 REPAIRS OR REPLACEMENTS AS NEEDED $ 1. 100,000.00 100,000.00 12359 PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 1008.8 ALTERATIONS AND ADDITIONS AS NEEDED - WINTER MAIN- TENANCE $ 1. 10,000.00 10,000.00 1009.1 PROJECT HEALTH AND SAFETY PLAN $ 1. 600.00 600.00 1009.2 TREATMENT OR DISPOSAL OF CONTAMINATED SOIL GROUNDWATER $ 1. 2,000.00 2,000.00 1010.11 FUEL ADJUSTMENT, DIESEL $ 1. 35,000.00 35,000.00 1010.12 FUEL ADJUSTMENT, GASOLINE $ 1. 35,000.00 35,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 10,000.00 10,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR ASPHALT $ 1. 12,220.00 12,220.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 15,500.00 15,500.00 $8,175,746.69