THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: ALBANY X-A000(190), 13632B COUNTIES AND CODES: CARROLL 003 DATE BIDS OPEN: APRIL 13, 2006 SCOPE OF WORK: ROADWAY RECONSTRUCTION LOCATION: NH ROUTE 112 (KANCAMAGUS HIGHWAY) COMPLETION DATE: JULY 13, 2007 A ALVIN J. COLEMAN & SON, INC. 9 NH RTE 113, CONWAY, NH 03818 $ 2,986,194.84 B GEORGE R. CAIRNS & SONS, INC. 8 LEDGE RD., WINDHAM, NH 03087 $ 3,853,362.80 C R.S. AUDLEY, INC. 609 RT 3A, BOW, NH 03304 $ 4,102,003.40 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) A 3.76 6,000.00 22,560.00 7,250.00 27,260.00 12,000.00 45,120.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 53. 10.00 530.00 16.00 848.00 10.00 530.00 202.42 REMOVAL OF EXISTING PIPE OVER 24" DIAMETER LF 77. 20.00 1,540.00 25.00 1,925.00 14.00 1,078.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 1. 500.00 500.00 500.00 500.00 450.00 450.00 202.7 REMOVAL OF GUARDRAIL (F) LF 4,387.5 2.10 9,213.75 3.60 15,795.00 2.00 8,775.00 203.1 COMMON EXCAVATION CY 35,700. 7.00 249,900.00 8.35 298,095.00 11.00 392,700.00 203.2 ROCK EXCAVATION CY 4,250. 22.00 93,500.00 25.00 106,250.00 36.00 153,000.00 203.5554 GUARDRAIL 50' EAGRT PLATFORM U 4. 2,500.00 10,000.00 1,200.00 4,800.00 1,900.00 7,600.00 203.6 EMBANKMENT-IN-PLACE (F) CY 1,750. 6.00 10,500.00 2.00 3,500.00 11.00 19,250.00 206.1 COMMON STRUCTURE EXCAVATION CY 1,850. 10.00 18,500.00 6.30 11,655.00 13.50 24,975.00 206.2 ROCK STRUCTURE EXCAVATION CY 100. 55.00 5,500.00 50.00 5,000.00 75.00 7,500.00 209.3 GRANULAR BACKFILL (SAND) CY 40. 24.00 960.00 21.00 840.00 26.00 1,040.00 209.4 GRANULAR BACKFILL (GRAV) CY 220. 40.00 8,800.00 23.00 5,060.00 29.00 6,380.00 214. FINE GRADING U 1. 55,000.00 55,000.00 29,000.00 29,000.00 98,000.00 98,000.00 304.1 SAND (F) CY 15,409. 12.50 192,612.50 16.20 249,625.80 19.00 292,771.00 304.2 GRAVEL (F) CY 8,320. 13.50 112,320.00 18.00 149,760.00 21.00 174,720.00 304.3 CRUSHED GRAVEL (F) CY 7,828. 16.50 129,162.00 25.50 199,614.00 26.50 207,442.00 304.35 CRUSHED GRAVEL FOR DRIVES CY 280. 30.00 8,400.00 28.00 7,840.00 29.00 8,120.00 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) TON 4,500. 56.00 252,000.00 64.50 290,250.00 56.00 252,000.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 90. 97.00 8,730.00 115.00 10,350.00 97.00 8,730.00 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 460. 100.00 46,000.00 120.00 55,200.00 100.00 46,000.00 13632B PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 417. COLD PLANING BITUMINOUS SURFACES (F) SY 267. 38.00 10,146.00 43.00 11,481.00 30.00 8,010.00 520.5 LIGHTWEIGHT FOAM CONCRETE (F) CY 1,300. 131.30 170,690.00 180.00 234,000.00 250.00 325,000.00 534.3 WATER REPELLENT (SILANE- SILOXANE) GAL 50. 50.00 2,500.00 48.00 2,400.00 50.00 2,500.00 570.4 MORTAR RUBBLE MASONRY (F) CY 11. 500.00 5,500.00 400.00 4,400.00 400.00 4,400.00 585.2 STONE FILL, CLASS B CY 7,000. 22.00 154,000.00 38.00 266,000.00 32.00 224,000.00 585.3 STONE FILL, CLASS C CY 500. 35.00 17,500.00 35.00 17,500.00 35.00 17,500.00 592.11 FIELD COLORING OF MSE FACING PANELS AND CONCRETE CAP (F) SF 1,950. 5.38 10,491.00 5.75 11,212.50 5.65 11,017.50 592.12 MECHANICALLY STABILIZED EARTH RETAINING WALL (F) SF 3,175. 56.86 180,530.50 46.00 146,050.00 47.00 149,225.00 593.411 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN SY 180. 1.40 252.00 3.00 540.00 5.40 972.00 603.34112 12" STEEL END SECTIONS EA 2. 125.00 250.00 100.00 200.00 130.00 260.00 603.34115 15" STEEL END SECTIONS EA 1. 150.00 150.00 110.00 110.00 155.00 155.00 603.34118 18" STEEL END SECTIONS EA 17. 180.00 3,060.00 130.00 2,210.00 225.00 3,825.00 603.83212 12" PLASTIC PIPE (SMOOTH INTERIOR) LF 25. 28.00 700.00 48.00 1,200.00 31.50 787.50 603.83215 15" PLASTIC PIPE (SMOOTH INTERIOR) LF 60. 30.00 1,800.00 46.00 2,760.00 35.00 2,100.00 603.83218 18" PLASTIC PIPE (SMOOTH INTERIOR) LF 890. 30.00 26,700.00 50.00 44,500.00 40.00 35,600.00 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 55. 45.00 2,475.00 59.00 3,245.00 60.00 3,300.00 603.83230 30" PLASTIC PIPE (SMOOTH INTERIOR) LF 90. 70.00 6,300.00 70.00 6,300.00 75.00 6,750.00 604.0007 POLYETHYLENE LINER EA 12. 200.00 2,400.00 235.00 2,820.00 360.00 4,320.00 604.12 CATCH BASINS TYPE B U 30. 1,600.00 48,000.00 1,550.00 46,500.00 1,725.00 51,750.00 604.242 DROP INLETS TYPE D-B U 1. 980.00 980.00 1,400.00 1,400.00 1,325.00 1,325.00 605.506 6" PERF. CORR. POLYETHYL PIPE UND. LF 2,400. 12.50 30,000.00 20.00 48,000.00 25.50 61,200.00 605.512 12" PERF. CORR. POLYETHLY PIPE UND. LF 450. 22.00 9,900.00 28.00 12,600.00 36.00 16,200.00 605.79 UNDERDRAIN FLUSHING BASINS EA 6. 550.00 3,300.00 550.00 3,300.00 500.00 3,000.00 605.82452 36" AGGREGATE UNDERDRAIN TYPE 2, 12" PERF. CORR. POLYETHYLENE PIPE UND. LF 3,100. 26.00 80,600.00 41.00 127,100.00 55.00 170,500.00 606.000 STEEL BEAM FOR BEAM GUARDRAIL LF 1,500. 7.35 11,025.00 8.20 12,300.00 6.50 9,750.00 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LF 5,300. 18.32 97,096.00 16.85 89,305.00 16.00 84,800.00 606.1454 BEAM GUARDRAIL (TERM. UNIT TYPE EAGRT 50 FT.) U 5. 2,226.03 11,130.15 2,350.00 11,750.00 2,250.00 11,250.00 606.94 RETROFIT TERMINAL UNIT MELT WITH GALVANIZED COMPONENTS U 5. 1,026.92 5,134.60 805.00 4,025.00 1,150.00 5,750.00 13632B PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 606.95 TEMPORARY TRAFFIC CONTROL BARRIER LF 5,000. 20.00 100,000.00 42.00 210,000.00 10.00 50,000.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 2,600. 4.50 11,700.00 4.60 11,960.00 4.00 10,400.00 615.02 TRAFFIC SIGN TYPE B (F) SF 16. 68.00 1,088.00 75.00 1,200.00 60.00 960.00 615.03 TRAFFIC SIGN TYPE C (F) SF 97.25 38.00 3,695.50 58.00 5,640.50 40.00 3,890.00 615.06 TRAFFIC SIGN TYPE CC (F) SF 10.25 18.00 184.50 24.00 246.00 16.00 164.00 616.161 TRAFFIC SIGNALS (TEMP.) U 1. 16,000.00 16,000.00 15,000.00 15,000.00 13,000.00 13,000.00 618.7 FLAGGERS HR 6,000. 18.00 108,000.00 18.00 108,000.00 21.00 126,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 50,000.00 50,000.00 58,000.00 58,000.00 175,000.00 175,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 2. 400.00 800.00 12,000.00 24,000.00 15,000.00 30,000.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 95. 5.25 498.75 4.60 437.00 4.00 380.00 621.31 SINGLE DELINEATOR WITH POST EA 250. 31.50 7,875.00 32.20 8,050.00 25.00 6,250.00 622.1 STEEL WITNESS MARKERS EA 36. 26.25 945.00 31.00 1,116.00 25.00 900.00 622.2 CONCRETE BOUNDS EA 9. 367.51 3,307.59 400.00 3,600.00 300.00 2,700.00 628.2 SAWED BITUMINOUS PAVEMENT LF 150. 5.00 750.00 5.00 750.00 2.00 300.00 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 205,000. .11 22,550.00 .12 24,600.00 .10 20,500.00 632.0118 RETROREFLECTIVE PAINT PAVE. MARKING, 18" LINE LF 24. 1.00 24.00 3.50 84.00 3.00 72.00 632.9104 OBLITERATE PAVEMENT MARKING, 4" LINE LF 960. .25 240.00 .50 480.00 .45 432.00 632.9118 OBLITERATE PAVEMENT MARKING, 18" LINE LF 24. 2.00 48.00 2.00 48.00 1.35 32.40 643.22 FERTILIZER FOR REFERTIL- IZATION TON 3. 700.00 2,100.00 800.00 2,400.00 700.00 2,100.00 645.2 MATTING FOR EROSION CONTROL SY 4,700. 1.50 7,050.00 1.65 7,755.00 1.45 6,815.00 645.21 SLOPE STABILIZATION (2:1 OR FLATTER) SY 26,700. 1.50 40,050.00 1.70 45,390.00 1.45 38,715.00 645.22 SLOPE STABILIZATION (STEEPER THAN 2:1) SY 16,300. 1.75 28,525.00 1.95 31,785.00 1.70 27,710.00 645.3 EROSION STONE TON 400. 30.00 12,000.00 24.00 9,600.00 45.00 18,000.00 645.531 SILT FENCE LF 6,500. 3.00 19,500.00 6.00 39,000.00 4.50 29,250.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 7,125.00 7,125.00 9,200.00 9,200.00 3,500.00 3,500.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS HR 120. 100.00 12,000.00 115.00 13,800.00 80.00 9,600.00 646.3 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS A 9. 1,450.00 13,050.00 1,600.00 14,400.00 1,390.00 12,510.00 647.1 HUMUS CY 5,100. 12.00 61,200.00 30.00 153,000.00 24.00 122,400.00 650.2 LANDSCAPING U 1. 13,000.00 13,000.00 14,700.00 14,700.00 13,000.00 13,000.00 670.101 TEMPORARY LIGHTING U 1. 3,500.00 3,500.00 1,700.00 1,700.00 5,000.00 5,000.00 670.6 LIQUID CALCIUM CHLORIDE GAL 120. 5.00 600.00 10.00 1,200.00 8.00 960.00 692. MOBILIZATION U 1. 200,000.00 200,000.00 341,000.00 341,000.00 290,000.00 290,000.00 698.13 FIELD OFFICE TYPE C MON 17. 1,500.00 25,500.00 1,525.00 25,925.00 1,525.00 25,925.00 13632B PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 698.2 PHYSICAL TESTING LABORATORY MON 17. 890.00 15,130.00 800.00 13,600.00 870.00 14,790.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1008.6 ALTERATIONS AND ADDITIONS AS NEEDED -SOIL NAIL WALL IMPROVEMENTS $ 1. 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 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. 4,320.00 4,320.00 4,320.00 4,320.00 4,320.00 4,320.00 $2,986,194.84 $3,853,362.80 $4,102,003.40