THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: ROCHESTER 10620K COUNTIES AND CODES: STRAFFORD 017 DATE BIDS OPEN: DECEMBER 9, 2008 SCOPE OF WORK: ROADWAY RECONSTRUCTION AND WIDENING LOCATION: SPAULDING TURNPIKE IN ROCHESTER COMPLETION DATE: JUNE 3, 2011 A SUR CONSTRUCTION, INC. 233 CHESTNUT HILL ROAD, ROCHESTER, NH 03820 $17,197,100.00 B CONTINENTAL PAVING INC. ONE CONTINENTAL DR., LONDONDERRY, NH 03053 $19,215,421.82 C ALVIN J COLEMAN & SON, INC 9 NH RT 113, CONWAY, NH 03818 $19,285,855.47 D SEVERINO TRUCKING CO., INC. PO BOX 202, CANDIA, NH 03034 $19,311,052.42 E R. S. AUDLEY INC. 609 RT 3A, BOW, NH 03304 $20,793,705.80 F WEAVER BROS. CONST. CO., INC. PO BOX 1326, CONCORD, NH 03301 $21,322,232.85 G PIKE INDUSTRIES, INC. 3 EASTGATE PARK RD., BELMONT, NH 03220 $21,475,431.02 H PARK CONSTRUCTION CORP. PO BOX 600, FITZWILLIAM, NH 03447 $21,831,710.25 I SPS NEW ENGLAND, INC. 98 ELM ST., SALISBURY, MA 01952 $24,329,529.00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) A 4.8 5,250.00 25,200.00 5,000.00 24,000.00 4,779.80 22,943.04 201.6 CLEARING FOR FENCE LINES (F) A .2 8,000.00 1,600.00 5,000.00 1,000.00 2,574.88 514.98 201.8811 INVASIVE SPECIES CONTROL TYPE I A 4.39 1,800.00 7,902.00 3,500.00 15,365.00 1,544.93 6,782.24 201.8821 INVASIVE SPECIES CONTROL TYPE II A 1.43 280.00 400.40 1,000.00 1,430.00 1,544.93 2,209.25 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 504. 10.80 5,443.20 12.00 6,048.00 10.50 5,292.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 52. 360.00 18,720.00 300.00 15,600.00 157.45 8,187.40 202.7 REMOVAL OF GUARDRAIL (F) LF 11,295. 2.00 22,590.00 2.00 22,590.00 1.37 15,474.15 203.1 COMMON EXCAVATION CY 81,000. 2.95 238,950.00 6.00 486,000.00 4.77 386,370.00 203.2 ROCK EXCAVATION CY 9,300. .01 93.00 14.00 130,200.00 14.16 131,688.00 203.35 HANDLING OF EXCAVATED CONTAMINATED SOILS CY 1,100. 10.00 11,000.00 16.00 17,600.00 8.00 8,800.00 10620K PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 203.4 MUCK EXCAVATION CY 50. 10.00 500.00 20.00 1,000.00 20.00 1,000.00 203.52 IMPERVIOUS MATERIAL (F) CY 910. 12.00 10,920.00 12.00 10,920.00 17.44 15,870.40 203.5554 GUARDRAIL 50' EAGRT PLATFORM U 7. 500.00 3,500.00 800.00 5,600.00 649.97 4,549.79 203.5555 GUARDRAIL 25'EAGRT PLATFORM U 3. 500.00 1,500.00 1,000.00 3,000.00 649.97 1,949.91 203.6 EMBANKMENT-IN-PLACE (F) CY 31,000. 2.10 65,100.00 4.00 124,000.00 3.34 103,540.00 206.1 COMMON STRUCTURE EXCAVATION CY 3,200. 12.60 40,320.00 12.00 38,400.00 12.70 40,640.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 100. 20.00 2,000.00 50.00 5,000.00 26.48 2,648.00 206.2 ROCK STRUCTURE EXCAVATION CY 734. 30.00 22,020.00 40.00 29,360.00 29.80 21,873.20 209.1 GRANULAR BACKFILL CY 1,230. 7.00 8,610.00 25.00 30,750.00 11.40 14,022.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 6,252. 33.00 206,316.00 25.00 156,300.00 21.46 134,167.92 209.4 GRANULAR BACKFILL (GRAV) CY 500. 33.00 16,500.00 25.00 12,500.00 27.57 13,785.00 211.11 VIBRATION MONITORING SERVICES HR 100. 75.00 7,500.00 45.00 4,500.00 46.35 4,635.00 214. FINE GRADING U 1. 100,000.00 100,000.00 75,000.00 75,000.00 63,438.28 63,438.28 304.101 SAND CY 23,500. 6.50 152,750.00 16.00 376,000.00 13.75 323,125.00 304.102 ADDITIONAL SAND CY 700. 8.00 5,600.00 16.00 11,200.00 15.30 10,710.00 304.201 GRAVEL CY 26,000. 5.00 130,000.00 20.00 520,000.00 17.86 464,360.00 304.31 CRUSHED GRAVEL FOR SHIMMING CY 12,000. 14.00 168,000.00 22.00 264,000.00 21.52 258,240.00 304.35 CRUSHED GRAVEL FOR DRIVES CY 900. 15.00 13,500.00 22.00 19,800.00 21.65 19,485.00 304.401 CRUSHED STONE (FINE GRADATION) CY 15,700. 13.00 204,100.00 22.00 345,400.00 21.07 330,799.00 304.501 CRUSHED STONE (COARSE GRADATION) CY 13,400. 13.00 174,200.00 22.00 294,800.00 21.13 283,142.00 403.11 HOT BITUMINOUS PAVEMENT, MACHINE METHOD TON 2,400. 74.50 178,800.00 74.00 177,600.00 72.36 173,664.00 403.11001 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 1) TON 16,000. 74.50 1,192,000.00 74.00 1,184,000.00 72.36 1,157,760.00 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) TON 12,500. 74.50 931,250.00 74.00 925,000.00 72.36 904,500.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 720. 130.00 93,600.00 120.00 86,400.00 123.59 88,984.80 403.6 PAVEMENT JOINT ADHESIVE LF 186,600. .23 42,918.00 .30 55,980.00 .29 54,114.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 1" BASE COURSE (F) TON 147. 125.00 18,375.00 125.00 18,375.00 128.74 18,924.78 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD TON 165. 80.00 13,200.00 80.00 13,200.00 82.40 13,596.00 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 135. 80.00 10,800.00 80.00 10,800.00 82.40 11,124.00 417. COLD PLANING BITUMINOUS SURFACES SY 5,800. 5.00 29,000.00 5.00 29,000.00 5.15 29,870.00 502.101 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 127,000.00 127,000.00 200,000.00 200,000.00 662,968.34 662,968.34 10620K PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 502.103 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 175,250.00 175,250.00 325,000.00 325,000.00 537,974.19 537,974.19 503.101 WATER DIVERSION STRUCTURE U 1. 50,000.00 50,000.00 65,000.00 65,000.00 39,653.15 39,653.15 503.201 COFFERDAMS U 1. 125,000.00 125,000.00 120,000.00 120,000.00 130,243.93 130,243.93 503.203 COFFERDAMS U 1. 125,000.00 125,000.00 115,000.00 115,000.00 130,243.93 130,243.93 503.204 COFFERDAMS U 1. 125,000.00 125,000.00 160,000.00 160,000.00 149,343.05 149,343.05 504.1 COMMON BRIDGE EXCAVATION (F) CY 9,515. 10.00 95,150.00 20.00 190,300.00 15.22 144,818.30 504.2 ROCK BRIDGE EXCAVATION CY 682. 30.00 20,460.00 50.00 34,100.00 42.22 28,794.04 504.201 ROCK BRIDGE EXCAVATION (F) CY 680. 250.00 170,000.00 50.00 34,000.00 26.78 18,210.40 506.2 STEEL SHEET PILING LB 61,000. 1.35 82,350.00 1.20 73,200.00 1.57 95,770.00 508. STRUCTURAL FILL CY 321. 29.00 9,309.00 30.00 9,630.00 45.00 14,445.00 510.1 PILE DRIVING EQUIPMENT U 1. 25,000.00 25,000.00 71,000.00 71,000.00 25,748.80 25,748.80 510.521 MOBILIZATION & DEMOBIL. OF PRESSURE INJECTED FOOTING EQUIPMENT U 1. 50,000.00 50,000.00 40,000.00 40,000.00 51,497.60 51,497.60 510.523 FURNISHING AND DRIVING PRESSURE INJECTED FOOTINGS EA 83. 7,500.00 622,500.00 7,500.00 622,500.00 8,426.12 699,367.96 510.524 OBSTRUCTION REMOVAL FOR PRESSURE INJECTED FOOTINGS LF 50. 10.00 500.00 250.00 12,500.00 124.99 6,249.50 510.61 FURNISHING & DRIVING STEE BEARING PILES LB 57,800. 1.00 57,800.00 .65 37,570.00 1.57 90,746.00 510.65 DRIVING-POINTS FOR STEEL BEARING PILES EA 46. 200.00 9,200.00 250.00 11,500.00 205.99 9,475.54 520.0021 PRECAST CONCRETE BOX CULVERT (CONCRETE CLASS AAA) (BRIDGE) U 1. 200,000.00 200,000.00 225,000.00 225,000.00 208,847.98 208,847.98 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) CY 364. 300.00 109,200.00 310.00 112,840.00 308.99 112,472.36 520.12 CONCRETE CLASS A, ABOVE FOOTINGS (F) CY 1,632. 575.00 938,400.00 470.00 767,040.00 592.87 967,563.84 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) CY 914. 250.00 228,500.00 250.00 228,500.00 257.49 235,345.86 520.71026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 600. 850.00 510,000.00 750.00 450,000.00 875.46 525,276.00 520.72026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 297. 850.00 252,450.00 890.00 264,330.00 875.46 260,011.62 520.73026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 312. 850.00 265,200.00 950.00 296,400.00 875.46 273,143.52 520.85 CONCRETE FOR BRIDGE DECK OVERLAY WITH HIGH-RANGE WATER REDUC. ADMIX. (F) CY 9. 1,000.00 9,000.00 2,010.00 18,090.00 1,029.95 9,269.55 534.3 WATER REPELLENT (SILANE- SILOXANE) GAL 303. 100.00 30,300.00 100.00 30,300.00 103.00 31,209.00 536.11 EPOXY COATING FOR CONCRETE (F) SF 1,160. 10.00 11,600.00 10.00 11,600.00 10.30 11,948.00 10620K PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 538.1 BARRIER MEMBRANE (F) SY 203. 21.25 4,313.75 26.00 5,278.00 28.12 5,708.36 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) SY 305. 50.00 15,250.00 45.00 13,725.00 44.60 13,603.00 538.5 BARRIER MEMBRANE, WELDED BY TORCH (F) SY 228. 30.00 6,840.00 28.00 6,384.00 30.90 7,045.20 538.6 BARRIER MEMBRANE, WELDED BY TORCH, MACHINE METHOD (F) SY 2,415. 25.00 60,375.00 22.00 53,130.00 25.75 62,186.25 541.1 PVC WATERSTOPS, NH TYPE 1 (F) LF 310. 5.00 1,550.00 23.00 7,130.00 5.15 1,596.50 541.2 PVC WATERSTOPS, NH TYPE 2 (F) LF 29. 5.00 145.00 10.00 290.00 8.24 238.96 541.3 PVC WATERSTOPS, NH TYPE 3 (F) LF 51. 5.00 255.00 10.00 510.00 5.15 262.65 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LF 154. 8.00 1,232.00 10.00 1,540.00 8.24 1,268.96 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LF 299. 8.00 2,392.00 10.00 2,990.00 8.24 2,463.76 544. REINFORCING STEEL (F) LB 197,698. 1.15 227,352.70 1.42 280,731.16 1.18 233,283.64 544.2 REINFORCING STEEL, EPOXY COATED (F) LB 424,592. 1.20 509,510.40 1.42 602,920.64 1.25 530,740.00 547. SHEAR CONNECTORS (F) EA 5,904. 4.00 23,616.00 3.20 18,892.80 4.12 24,324.48 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 17. 2,500.00 42,500.00 2,190.00 37,230.00 2,574.88 43,772.96 550.101 STRUCTURAL STEEL (F) LB 520,288. 1.70 884,489.60 1.84 957,329.92 1.75 910,504.00 550.102 STRUCTURAL STEEL (F) LB 392,300. 1.72 674,756.00 1.74 682,602.00 1.77 694,371.00 550.103 STRUCTURAL STEEL (F) LB 490,000. 2.23 1,092,700.00 2.24 1,097,600.00 2.30 1,127,000.00 550.2 BRIDGE SHOES (F) EA 17. 1,500.00 25,500.00 1,440.00 24,480.00 1,544.93 26,263.81 550.210 BRIDGE SHOES (F) EA 8. 4,500.00 36,000.00 4,920.00 39,360.00 4,634.78 37,078.24 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LF 222. 125.00 27,750.00 125.00 27,750.00 128.74 28,580.28 561.11002 PREFABRICATED EXPANSION JOINT, TYPE A (F) LF 51. 750.00 38,250.00 730.00 37,230.00 772.46 39,395.46 561.301 PREFABRICATED EXPANSION JOINT, FINGER JOINT (F) LF 35. 2,250.00 78,750.00 1,070.00 37,450.00 2,317.39 81,108.65 563.22 BRIDGE RAIL T2 (F) LF 573. 118.00 67,614.00 120.00 68,760.00 121.53 69,636.69 563.223 BRIDGE RAIL T2 WITH SNOW FENCE (F) LF 150. 146.00 21,900.00 150.00 22,500.00 150.37 22,555.50 565.222 BRIDGE APPROACH RAIL T2 (STEEL POSTS) (F) LF 291. 147.00 42,777.00 140.00 40,740.00 151.40 44,057.40 565.242 BRIDGE APPROACH RAIL T4 (STEEL POSTS) (F) LF 73. 245.00 17,885.00 250.00 18,250.00 252.34 18,420.82 570.4 MORTAR RUBBLE MASONRY (F) CY 47. 475.00 22,325.00 500.00 23,500.00 411.98 19,363.06 582.1 SLOPE PAVING WITH CONCRETE (F) SY 648. 41.00 26,568.00 50.00 32,400.00 43.78 28,369.44 585.2 STONE FILL, CLASS B CY 500. 21.75 10,875.00 22.00 11,000.00 16.91 8,455.00 585.21 STONE FILL, CLASS B (BRIDGE) CY 710. 21.75 15,442.50 25.00 17,750.00 27.87 19,787.70 585.3 STONE FILL, CLASS C CY 350. 36.50 12,775.00 30.00 10,500.00 36.82 12,887.00 585.42 STONE FILL, CLASS D INTERMIXED WITH HUMUS CY 180. 23.00 4,140.00 30.00 5,400.00 41.93 7,547.40 10620K PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 593.411 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN SY 1,300. 2.00 2,600.00 2.50 3,250.00 1.46 1,898.00 593.421 GEOTEXTILE; PERM CONTROL CL.2, NON-WOVEN SY 1,230. 2.50 3,075.00 2.50 3,075.00 .95 1,168.50 603.00215 15" R.C. PIPE, 2000D LF 1,003. 28.50 28,585.50 42.00 42,126.00 40.20 40,320.60 603.00218 18" R.C. PIPE, 2000D LF 266. 38.75 10,307.50 44.00 11,704.00 39.33 10,461.78 603.00224 24" R.C. PIPE, 2000D LF 272. 47.00 12,784.00 50.00 13,600.00 46.58 12,669.76 603.00230 30" R.C. PIPE, 2000D LF 307. 60.60 18,604.20 60.00 18,420.00 51.05 15,672.35 603.00236 36" R.C. PIPE, 2000D LF 54. 110.00 5,940.00 80.00 4,320.00 69.98 3,778.92 603.00242 42" R.C. PIPE, 2000D LF 31. 110.00 3,410.00 100.00 3,100.00 83.53 2,589.43 603.36112 12" ALUMINIZED STEEL END SECTION EA 1. 330.00 330.00 200.00 200.00 130.80 130.80 603.36115 15" ALUMINIZED STEEL END SECTION EA 4. 340.00 1,360.00 300.00 1,200.00 165.82 663.28 603.36118 18" ALUMINIZED STEEL END SECTION EA 4. 400.00 1,600.00 325.00 1,300.00 215.26 861.04 603.36124 24" ALUMINIZED STEEL END SECTION EA 2. 540.00 1,080.00 450.00 900.00 321.35 642.70 603.36130 30" ALUMINIZED STEEL END SECTION EA 2. 900.00 1,800.00 800.00 1,600.00 586.04 1,172.08 603.49018 18" PIPE FOR SLOPE DRAIN. (CONTRACTORS OPTION) LF 105. 26.00 2,730.00 40.00 4,200.00 41.48 4,355.40 603.49024 24" PIPE FOR SLOPE DRAIN. (CONTRACTORS OPTION) LF 69. 34.00 2,346.00 60.00 4,140.00 47.18 3,255.42 603.83212 12" PLASTIC PIPE (SMOOTH INTERIOR) LF 53. 21.25 1,126.25 25.00 1,325.00 26.36 1,397.08 603.83215 15" PLASTIC PIPE (SMOOTH INTERIOR) LF 726. 22.25 16,153.50 28.00 20,328.00 32.34 23,478.84 603.83218 18" PLASTIC PIPE (SMOOTH INTERIOR) LF 296. 26.75 7,918.00 32.00 9,472.00 36.21 10,718.16 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 800. 33.10 26,480.00 50.00 40,000.00 38.27 30,616.00 604.0007 POLYETHYLENE LINER EA 80. 113.00 9,040.00 125.00 10,000.00 96.93 7,754.40 604.12 CATCH BASINS TYPE B U 72. 1,750.00 126,000.00 1,800.00 129,600.00 1,707.54 122,942.88 604.125 CATCH BASINS TYPE B, 5-FOOT DIAMETER U 6.9 2,825.00 19,492.50 2,200.00 15,180.00 2,095.21 14,456.95 604.126 CATCH BASINS TYPE B, 6-FOOT DIAMETER U 7.3 3,600.00 26,280.00 3,000.00 21,900.00 2,461.23 17,966.98 604.127 CATCH BASINS, TYPE B, 7' DIAMETER U 3. 6,900.00 20,700.00 5,500.00 16,500.00 4,001.22 12,003.66 604.13 CATCH BASINS TYPE C U 4. 2,125.00 8,500.00 2,000.00 8,000.00 1,604.50 6,418.00 604.15 CATCH BASINS TYPE E U 9.5 2,400.00 22,800.00 1,800.00 17,100.00 1,797.19 17,073.31 604.155 CATCH BASINS TYPE E, 5-FOOT DIAMETER U 2.6 3,100.00 8,060.00 2,400.00 6,240.00 2,159.41 5,614.47 604.191 SPECIAL CATCH BASINS U 1.6 3,840.00 6,144.00 5,000.00 8,000.00 2,780.36 4,448.58 604.4 RECONSTRUCTING/ADJUSTING CATCH BASIN & DROP INLET LF 135. .01 1.35 350.00 47,250.00 160.43 21,658.05 604.52 RECONSTRUCTING/ADJUSTING DRAINAGE MANHOLES LF 3. 100.00 300.00 350.00 1,050.00 205.99 617.97 605.515 15" PERF. CORR. POLYETHLY PIPE UND. LF 1,261. 28.75 36,253.75 25.00 31,525.00 17.20 21,689.20 10620K PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 605.518 18" PERF. CORR. POLYETHYL PIPE UND. LF 1,207. 24.75 29,873.25 27.00 32,589.00 21.28 25,684.96 605.524 24" PERF. CORR. POLYETHLY PIPE UND LF 93. 37.00 3,441.00 35.00 3,255.00 27.44 2,551.92 605.530 30" PERF. CORR. POLYETHLY PIPE UND LF 441. 47.00 20,727.00 44.00 19,404.00 37.66 16,608.06 605.79 UNDERDRAIN FLUSHING BASINS EA 16. 270.00 4,320.00 600.00 9,600.00 317.50 5,080.00 605.906 6" PIPE UNDERDRAIN (CON- TRACTORS OPTION) LF 5,100. 11.50 58,650.00 14.00 71,400.00 9.63 49,113.00 606.120 BEAM GUARDRAIL (STANDARD SECTION-STEEL POST) LF 5,672.3 20.50 116,282.15 21.00 119,118.30 19.24 109,135.05 606.141 BEAM GUARDRAIL (CURVED W/CRT POSTS) LF 25. 23.50 587.50 24.00 600.00 27.69 692.25 606.1454 BEAM GUARDRAIL (TERM. UNIT TYPE EAGRT 50 FT.) U 7. 2,100.00 14,700.00 2,100.00 14,700.00 2,527.50 17,692.50 606.1455 BEAM GUARDRAIL (TERM. UNIT EAGRT 25 FT.) U 3. 1,750.00 5,250.00 1,800.00 5,400.00 2,244.27 6,732.81 606.147 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) U 8. 550.00 4,400.00 650.00 5,200.00 501.59 4,012.72 606.4129 MODIFIED CONCRETE MEDIAN BARRIER, PRECAST LF 80. 105.00 8,400.00 100.00 8,000.00 82.48 6,598.40 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LF 5,500. 4.50 24,750.00 15.00 82,500.00 19.86 109,230.00 606.6311 SAFETY RAIL, W/GUARD, STEEL LF 114. 125.00 14,250.00 80.00 9,120.00 103.00 11,742.00 606.84 ANCHOR FOR CURVED GUARD- RAIL W/CRT POSTS U 1. 1,100.00 1,100.00 600.00 600.00 1,247.27 1,247.27 606.91 RESETTING OR SETTING GUARDRAIL LF 670. 10.00 6,700.00 10.00 6,700.00 11.75 7,872.50 606.9513 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 3 U 7. 7,950.00 55,650.00 8,000.00 56,000.00 3,604.83 25,233.81 607.1 WOVEN WIRE FENCE LF 2,300. 4.75 10,925.00 8.00 18,400.00 8.12 18,676.00 607.41 POST ASSEMBLIES FOR WOVEN WIRE FENCE EA 9. 345.47 3,109.23 150.00 1,350.00 146.25 1,316.25 608.12 2" BITUMINOUS SIDEWALK (F) SY 1,630. 16.00 26,080.00 16.00 26,080.00 16.48 26,862.40 608.26 6" CONCRETE SIDEWALK (F) SY 600. 35.00 21,000.00 45.00 27,000.00 41.20 24,720.00 608.28 8" CONCRETE SIDEWALK (F) SY 160. 45.00 7,200.00 48.00 7,680.00 45.32 7,251.20 608.54 DETECTABLE WARNING DEVICES, CAST IRON SY 14.3 315.00 4,504.50 440.00 6,292.00 411.98 5,891.31 609.01 STRAIGHT GRANITE CURB LF 4,550. 16.00 72,800.00 14.90 67,795.00 18.67 84,948.50 609.02 CURVED GRANITE CURB LF 150. 24.00 3,600.00 22.50 3,375.00 27.36 4,104.00 609.21 STRAIGHT GRANITE SLOPE CURB LF 9,400. 11.50 108,100.00 10.50 98,700.00 15.36 144,384.00 609.2112 STRAIGHT GRANITE CURB 12" REVEAL LF 50. 28.50 1,425.00 28.00 1,400.00 67.01 3,350.50 609.22 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS LF 80. 11.25 900.00 10.50 840.00 15.36 1,228.80 10620K PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 609.23 CURVED GRANITE SLOPE CURB LF 6. 50.50 303.00 50.00 300.00 59.80 358.80 609.3 STRAIGHT GRANITE CURB (BRIDGE) LF 677. 35.00 23,695.00 30.00 20,310.00 36.05 24,405.85 609.311 STRAIGHT GRANITE CURB (BRIDGE), MODIFIED LF 294. 50.00 14,700.00 42.00 12,348.00 51.50 15,141.00 609.5 RESET GRANITE CURB LF 1,000. 6.00 6,000.00 5.50 5,500.00 8.30 8,300.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 1,950. 4.00 7,800.00 4.00 7,800.00 3.35 6,532.50 614.331 3" STEEL CONDUIT LF 210. 15.50 3,255.00 16.00 3,360.00 15.97 3,353.70 614.34299 4" 2-DUCT CONDUIT (BRIDGE) (DEPARTMENT SUPPLIED) LF 350. 10.00 3,500.00 18.00 6,300.00 18.54 6,489.00 614.512 CONCRETE PULL BOX 18" EA 10. 310.00 3,100.00 310.00 3,100.00 319.29 3,192.90 614.523 MOLDED PULL BOX 17"X30" EA 48. 300.00 14,400.00 300.00 14,400.00 308.99 14,831.52 614.7314 3" PVC PLASTIC CONDUIT, SCHEDULE 40 LF 3,150. 6.00 18,900.00 6.00 18,900.00 6.18 19,467.00 614.7318 3" PVC PLASTIC CONDUIT, SCHEDULE 80 LF 30. 25.00 750.00 25.00 750.00 25.75 772.50 614.7324 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 1,650. 8.00 13,200.00 8.00 13,200.00 8.24 13,596.00 614.7328 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 320. 16.00 5,120.00 16.00 5,120.00 16.48 5,273.60 614.7424 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 960. 12.00 11,520.00 12.00 11,520.00 12.36 11,865.60 614.7428 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 280. 16.10 4,508.00 17.00 4,760.00 17.51 4,902.80 615.003 REMOVING TRAFFIC SIGN U 67. 25.00 1,675.00 25.00 1,675.00 53.56 3,588.52 615.004 RELOCATING TRAFFIC SIGN U 12. 100.00 1,200.00 100.00 1,200.00 257.49 3,089.88 615.01 TRAFFIC SIGN TYPE A (F) SF 261. 53.00 13,833.00 53.00 13,833.00 55.62 14,516.82 615.012 TRAFFIC SIGN TYPE A, BREAKAWAY MOUNTS (F) SF 59.5 87.50 5,206.25 88.00 5,236.00 74.16 4,412.52 615.014 RELOCATING TRAFFIC SIGN, TYPE A U 2. 2,400.00 4,800.00 2,400.00 4,800.00 772.46 1,544.92 615.02 TRAFFIC SIGN TYPE B (F) SF 96.5 68.50 6,610.25 68.50 6,610.25 79.31 7,653.42 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) SF 331. 65.50 21,680.50 66.00 21,846.00 89.10 29,492.10 615.03 TRAFFIC SIGN TYPE C (F) SF 399.35 40.00 15,974.00 40.00 15,974.00 43.26 17,275.88 615.032 TRAFFIC SIGN TYPE C, BREAKAWAY MOUNTS (F) SF 232. 105.00 24,360.00 105.00 24,360.00 76.22 17,683.04 615.04 TRAFFIC SIGN TYPE AA (F) SF 1,438.25 17.00 24,450.25 17.00 24,450.25 17.51 25,183.76 615.06 TRAFFIC SIGN TYPE CC (F) SF 158.8 10.00 1,588.00 10.00 1,588.00 19.06 3,026.73 615.10001 FULL TRAFFIC SIGN STRUCTURE U 1. 69,300.00 69,300.00 70,000.00 70,000.00 71,375.68 71,375.68 615.10002 FULL TRAFFIC SIGN STRUCTURE U 1. 95,000.00 95,000.00 95,000.00 95,000.00 97,845.44 97,845.44 615.10003 FULL TRAFFIC SIGN STRUCTURE U 1. 87,600.00 87,600.00 87,600.00 87,600.00 90,223.80 90,223.80 615.20001 CANTILEVER TRAFFIC SIGN STRUCTURE U 1. 31,900.00 31,900.00 32,000.00 32,000.00 32,855.47 32,855.47 10620K PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 616.101 TRAFFIC SIGNALS U 1. 85,000.00 85,000.00 85,000.00 85,000.00 87,545.92 87,545.92 616.161 TRAFFIC SIGNALS (TEMP.) U 1. 8,500.00 8,500.00 8,500.00 8,500.00 8,754.59 8,754.59 616.162 TRAFFIC SIGNAL (TEMP.) U 1. 9,500.00 9,500.00 9,500.00 9,500.00 9,784.54 9,784.54 616.95 INSTALL TRAFFIC STUDY EQUIPMENT U 1. 1,500.00 1,500.00 1,500.00 1,500.00 1,544.93 1,544.93 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 450,000.00 450,000.00 450,000.00 450,000.00 450,000.00 450,000.00 618.7 FLAGGERS HR 5,000. 26.30 131,500.00 23.00 115,000.00 23.69 118,450.00 619.1 MAINTENANCE OF TRAFFIC U 1. 100,000.00 100,000.00 400,000.00 400,000.00 157,953.44 157,953.44 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 4. 1,000.00 4,000.00 10,000.00 40,000.00 4,119.81 16,479.24 621.21 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR (WHITE) EA 66. 4.00 264.00 4.00 264.00 5.15 339.90 621.22 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR (YELLOW) EA 10. 4.00 40.00 4.00 40.00 5.15 51.50 621.31 SINGLE DELINEATOR WITH POST EA 105. 25.00 2,625.00 25.00 2,625.00 29.87 3,136.35 621.321 DOUBLE DELINEATOR WITH POST (WHITE) EA 26. 30.00 780.00 30.00 780.00 49.44 1,285.44 621.332 SINGLE DELINEATOR DOUBLE FACED WITH POST (YELLOW) EA 10. 30.00 300.00 30.00 300.00 49.44 494.40 622.1 STEEL WITNESS MARKERS EA 29. 25.00 725.00 25.00 725.00 37.08 1,075.32 622.2 CONCRETE BOUNDS EA 2. 325.00 650.00 325.00 650.00 280.15 560.30 622.5 RESETTING BOUNDS EA 2. 300.00 600.00 300.00 600.00 280.15 560.30 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 10. 590.00 5,900.00 600.00 6,000.00 607.67 6,076.70 625.52 LIGHT POLE (HIGHWAY) U 10. 1,695.00 16,950.00 1,700.00 17,000.00 1,745.77 17,457.70 628.2 SAWED BITUMINOUS PAVEMENT LF 1,350. 1.00 1,350.00 2.00 2,700.00 2.73 3,685.50 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 52,300. .09 4,707.00 .09 4,707.00 .10 5,230.00 632.0106 RETROREFLECTIVE PAINT PAVE. MARKING, 6" LINE LF 76,900. .14 10,766.00 .14 10,766.00 .12 9,228.00 632.0112 RETROREFLECTIVE PAINT PAVE. MARKING, 12" LINE LF 5,500. .35 1,925.00 .35 1,925.00 .46 2,530.00 632.0124 RETROREFLECTIVE PAINT PAVE. MARKING, 24" LINE LF 130. 1.35 175.50 1.25 162.50 1.03 133.90 632.3106 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 6" LINE LF 400. 1.25 500.00 1.25 500.00 .57 228.00 632.3124 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 24" LINE LF 250. 3.15 787.50 3.15 787.50 3.09 772.50 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD SF 1,100. 3.75 4,125.00 3.75 4,125.00 4.12 4,532.00 632.9104 OBLITERATE PAVEMENT MARKING, 4" LINE LF 9,900. .25 2,475.00 .25 2,475.00 .31 3,069.00 632.9106 OBLITERATE PAVEMENT MARKING, 6" LINE LF 8,600. .35 3,010.00 .35 3,010.00 .36 3,096.00 10620K PAGE 9 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 632.9124 OBLITERATE PAVEMENT MARKING, 24" LINE LF 30. 1.25 37.50 1.25 37.50 2.06 61.80 643.22 FERTILIZER FOR REFERTIL- IZATION TON 5.1 725.00 3,697.50 725.00 3,697.50 746.72 3,808.27 644.62 WET BASIN/MEADOW SEED LB 10. 250.00 2,500.00 250.00 2,500.00 257.49 2,574.90 644.82 SALT-TOLERANT GRASS SEED, TYPE 82 LB 60. 14.00 840.00 14.00 840.00 14.42 865.20 645.0001 TURBIDITY BARRIER LF 650. 16.00 10,400.00 10.00 6,500.00 11.51 7,481.50 645.12 TEMPORARY MULCH A 3. 750.00 2,250.00 750.00 2,250.00 772.46 2,317.38 645.23 CHANNEL STABILIZATION (LOW VELOCITY) SY 580. 1.85 1,073.00 1.85 1,073.00 1.71 991.80 645.3 EROSION STONE TON 7,500. 15.00 112,500.00 20.00 150,000.00 21.00 157,500.00 645.51 HAY BALES FOR TEMPORARY EROSION CONTROL EA 4,150. 10.50 43,575.00 8.00 33,200.00 7.07 29,340.50 645.52 RYEGRASS FOR TEMPORARY EROSION CONTROL LB 1,050. 1.15 1,207.50 2.00 2,100.00 .54 567.00 645.531 SILT FENCE LF 7,000. 2.25 15,750.00 3.00 21,000.00 2.84 19,880.00 645.532 SILT FENCE WITH SUPPORT FENCE LF 580. 3.15 1,827.00 4.00 2,320.00 5.23 3,033.40 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 1,900.00 1,900.00 3,200.00 3,200.00 3,295.85 3,295.85 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS HR 768. 50.00 38,400.00 62.00 47,616.00 63.86 49,044.48 646.31 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS SY 56,550. .32 18,096.00 .31 17,530.50 .32 18,096.00 647.1 HUMUS CY 5,250. 15.00 78,750.00 15.00 78,750.00 9.51 49,927.50 647.22 HUMUS, INTERMIXED, 2" DEE CY 130. 17.75 2,307.50 25.00 3,250.00 15.00 1,950.00 650.2 LANDSCAPING U 1. 10,800.00 10,800.00 16,700.00 16,700.00 11,123.48 11,123.48 670.101 TEMPORARY LIGHTING U 1. 2,400.00 2,400.00 2,500.00 2,500.00 3,089.86 3,089.86 670.95 TEMPORARY SAFETY FENCE LF 2,000. 1.60 3,200.00 4.00 8,000.00 3.00 6,000.00 678.2 IMPACT ATTENUATION DEVICE (TEST LEVEL 3) U 1. 27,920.00 27,920.00 20,000.00 20,000.00 28,756.26 28,756.26 678.201 IMPACT ATTENUATOR FOUNDATION PAD U 1. 800.00 800.00 2,000.00 2,000.00 2,999.86 2,999.86 692. MOBILIZATION U 1. 1,087,164.02 1,087,164.02 933,600.00 933,600.00 818,000.00 818,000.00 698.11 FIELD OFFICE TYPE A MON 24. 1,900.00 45,600.00 2,000.00 48,000.00 1,649.92 39,598.08 698.2 PHYSICAL TESTING LABORATORY MON 24. 280.00 6,720.00 400.00 9,600.00 1,249.94 29,998.56 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 150,000.00 150,000.00 150,000.00 150,000.00 150,000.00 150,000.00 1008.11 ALTERATIONS AND ADDITIONS AS NEEDED- UNANTICIPATED WORK $ 1. 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 1008.23 ALTERATIONS AND ADDITIONS AS NEEDED - TRAFFIC CONTROL FOR DETOUR $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 1008.53 ALTERATIONS AND ADDITIONS AS NEEDED - INVASIVE SPECIES MANAGEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10620K PAGE 10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 1008.8 WINTER MAINTENANCE $ 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. 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 1009.21 TREATMENT OR DISPOSAL OF CONTAMINATED GROUNDWATER (FRAC TANK) $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1010.15 FUEL ADJUSTMENT $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 75,000.00 75,000.00 75,000.00 75,000.00 75,000.00 75,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA ASPHALT $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 1010.43 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 $17,197,100.00 $19,215,421.82 $19,285,855.47 THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: ROCHESTER 10620K COUNTIES AND CODES: STRAFFORD 017 DATE BIDS OPEN: DECEMBER 9, 2008 SCOPE OF WORK: ROADWAY RECONSTRUCTION AND WIDENING LOCATION: SPAULDING TURNPIKE IN ROCHESTER COMPLETION DATE: JUNE 3, 2011 A SUR CONSTRUCTION, INC. 233 CHESTNUT HILL ROAD, ROCHESTER, NH 03820 $17,197,100.00 B CONTINENTAL PAVING INC. ONE CONTINENTAL DR., LONDONDERRY, NH 03053 $19,215,421.82 C ALVIN J COLEMAN & SON, INC 9 NH RT 113, CONWAY, NH 03818 $19,285,855.47 D SEVERINO TRUCKING CO., INC. PO BOX 202, CANDIA, NH 03034 $19,311,052.42 E R. S. AUDLEY INC. 609 RT 3A, BOW, NH 03304 $20,793,705.80 F WEAVER BROS. CONST. CO., INC. PO BOX 1326, CONCORD, NH 03301 $21,322,232.85 G PIKE INDUSTRIES, INC. 3 EASTGATE PARK RD., BELMONT, NH 03220 $21,475,431.02 H PARK CONSTRUCTION CORP. PO BOX 600, FITZWILLIAM, NH 03447 $21,831,710.25 I SPS NEW ENGLAND, INC. 98 ELM ST., SALISBURY, MA 01952 $24,329,529.00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) A 4.8 6,000.00 28,800.00 8,500.00 40,800.00 6,000.00 28,800.00 201.6 CLEARING FOR FENCE LINES (F) A .2 10,000.00 2,000.00 5,500.00 1,100.00 6,000.00 1,200.00 201.8811 INVASIVE SPECIES CONTROL TYPE I A 4.39 6,000.00 26,340.00 1,500.00 6,585.00 3,000.00 13,170.00 201.8821 INVASIVE SPECIES CONTROL TYPE II A 1.43 8,000.00 11,440.00 2,000.00 2,860.00 1,000.00 1,430.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 504. 10.00 5,040.00 15.00 7,560.00 13.00 6,552.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 52. 400.00 20,800.00 280.00 14,560.00 250.00 13,000.00 202.7 REMOVAL OF GUARDRAIL (F) LF 11,295. 2.50 28,237.50 1.50 16,942.50 2.25 25,413.75 203.1 COMMON EXCAVATION CY 81,000. 3.50 283,500.00 9.00 729,000.00 6.24 505,440.00 203.2 ROCK EXCAVATION CY 9,300. 10.00 93,000.00 37.00 344,100.00 21.00 195,300.00 203.35 HANDLING OF EXCAVATED CONTAMINATED SOILS CY 1,100. 12.00 13,200.00 10.60 11,660.00 15.00 16,500.00 10620K PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 203.4 MUCK EXCAVATION CY 50. 15.00 750.00 9.00 450.00 10.00 500.00 203.52 IMPERVIOUS MATERIAL (F) CY 910. 12.00 10,920.00 13.25 12,057.50 17.00 15,470.00 203.5554 GUARDRAIL 50' EAGRT PLATFORM U 7. 1,200.00 8,400.00 1,400.00 9,800.00 1,300.00 9,100.00 203.5555 GUARDRAIL 25'EAGRT PLATFORM U 3. 800.00 2,400.00 1,100.00 3,300.00 1,000.00 3,000.00 203.6 EMBANKMENT-IN-PLACE (F) CY 31,000. 2.50 77,500.00 9.00 279,000.00 4.70 145,700.00 206.1 COMMON STRUCTURE EXCAVATION CY 3,200. 12.00 38,400.00 12.50 40,000.00 8.00 25,600.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 100. 40.00 4,000.00 55.00 5,500.00 15.00 1,500.00 206.2 ROCK STRUCTURE EXCAVATION CY 734. 30.00 22,020.00 144.00 105,696.00 50.00 36,700.00 209.1 GRANULAR BACKFILL CY 1,230. 15.00 18,450.00 30.00 36,900.00 20.00 24,600.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 6,252. 38.00 237,576.00 38.00 237,576.00 29.00 181,308.00 209.4 GRANULAR BACKFILL (GRAV) CY 500. 20.00 10,000.00 42.00 21,000.00 29.00 14,500.00 211.11 VIBRATION MONITORING SERVICES HR 100. 100.00 10,000.00 50.00 5,000.00 50.00 5,000.00 214. FINE GRADING U 1. 200,000.00 200,000.00 140,000.00 140,000.00 195,000.00 195,000.00 304.101 SAND CY 23,500. 13.00 305,500.00 20.00 470,000.00 16.50 387,750.00 304.102 ADDITIONAL SAND CY 700. 13.00 9,100.00 21.00 14,700.00 17.00 11,900.00 304.201 GRAVEL CY 26,000. 13.50 351,000.00 25.00 650,000.00 21.75 565,500.00 304.31 CRUSHED GRAVEL FOR SHIMMING CY 12,000. 16.00 192,000.00 28.50 342,000.00 24.30 291,600.00 304.35 CRUSHED GRAVEL FOR DRIVES CY 900. 24.00 21,600.00 28.50 25,650.00 25.00 22,500.00 304.401 CRUSHED STONE (FINE GRADATION) CY 15,700. 20.00 314,000.00 25.00 392,500.00 24.30 381,510.00 304.501 CRUSHED STONE (COARSE GRADATION) CY 13,400. 20.00 268,000.00 25.00 335,000.00 24.30 325,620.00 403.11 HOT BITUMINOUS PAVEMENT, MACHINE METHOD TON 2,400. 74.00 177,600.00 74.00 177,600.00 80.00 192,000.00 403.11001 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 1) TON 16,000. 74.00 1,184,000.00 74.00 1,184,000.00 80.00 1,280,000.00 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) TON 12,500. 74.00 925,000.00 74.00 925,000.00 80.00 1,000,000.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 720. 120.00 86,400.00 120.00 86,400.00 130.00 93,600.00 403.6 PAVEMENT JOINT ADHESIVE LF 186,600. .25 46,650.00 .23 42,918.00 .25 46,650.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 1" BASE COURSE (F) TON 147. 125.00 18,375.00 125.00 18,375.00 160.00 23,520.00 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD TON 165. 81.00 13,365.00 75.00 12,375.00 95.00 15,675.00 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 135. 85.00 11,475.00 90.00 12,150.00 95.00 12,825.00 417. COLD PLANING BITUMINOUS SURFACES SY 5,800. 5.25 30,450.00 5.00 29,000.00 10.00 58,000.00 502.101 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 500,000.00 500,000.00 235,000.00 235,000.00 310,000.00 310,000.00 10620K PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 502.103 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 230,000.00 230,000.00 435,000.00 435,000.00 400,000.00 400,000.00 503.101 WATER DIVERSION STRUCTURE U 1. 45,000.00 45,000.00 70,000.00 70,000.00 80,000.00 80,000.00 503.201 COFFERDAMS U 1. 98,000.00 98,000.00 142,000.00 142,000.00 160,000.00 160,000.00 503.203 COFFERDAMS U 1. 101,000.00 101,000.00 96,000.00 96,000.00 115,000.00 115,000.00 503.204 COFFERDAMS U 1. 132,000.00 132,000.00 167,000.00 167,000.00 250,000.00 250,000.00 504.1 COMMON BRIDGE EXCAVATION (F) CY 9,515. 12.50 118,937.50 20.00 190,300.00 18.00 171,270.00 504.2 ROCK BRIDGE EXCAVATION CY 682. 40.00 27,280.00 95.00 64,790.00 20.00 13,640.00 504.201 ROCK BRIDGE EXCAVATION (F) CY 680. 35.00 23,800.00 25.00 17,000.00 80.00 54,400.00 506.2 STEEL SHEET PILING LB 61,000. 1.05 64,050.00 1.15 70,150.00 1.20 73,200.00 508. STRUCTURAL FILL CY 321. 25.00 8,025.00 50.00 16,050.00 36.00 11,556.00 510.1 PILE DRIVING EQUIPMENT U 1. 70,700.00 70,700.00 82,000.00 82,000.00 80,000.00 80,000.00 510.521 MOBILIZATION & DEMOBIL. OF PRESSURE INJECTED FOOTING EQUIPMENT U 1. 40,000.00 40,000.00 56,000.00 56,000.00 38,000.00 38,000.00 510.523 FURNISHING AND DRIVING PRESSURE INJECTED FOOTINGS EA 83. 7,500.00 622,500.00 8,200.00 680,600.00 10,000.00 830,000.00 510.524 OBSTRUCTION REMOVAL FOR PRESSURE INJECTED FOOTINGS LF 50. 50.00 2,500.00 1,400.00 70,000.00 220.00 11,000.00 510.61 FURNISHING & DRIVING STEE BEARING PILES LB 57,800. .65 37,570.00 .65 37,570.00 .75 43,350.00 510.65 DRIVING-POINTS FOR STEEL BEARING PILES EA 46. 250.00 11,500.00 250.00 11,500.00 280.00 12,880.00 520.0021 PRECAST CONCRETE BOX CULVERT (CONCRETE CLASS AAA) (BRIDGE) U 1. 145,000.00 145,000.00 225,000.00 225,000.00 200,000.00 200,000.00 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) CY 364. 310.00 112,840.00 380.00 138,320.00 325.00 118,300.00 520.12 CONCRETE CLASS A, ABOVE FOOTINGS (F) CY 1,632. 470.00 767,040.00 655.00 1,068,960.00 800.00 1,305,600.00 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) CY 914. 250.00 228,500.00 300.00 274,200.00 310.00 283,340.00 520.71026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 600. 750.00 450,000.00 875.00 525,000.00 900.00 540,000.00 520.72026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 297. 890.00 264,330.00 1,000.00 297,000.00 1,100.00 326,700.00 520.73026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 312. 950.00 296,400.00 1,050.00 327,600.00 1,100.00 343,200.00 520.85 CONCRETE FOR BRIDGE DECK OVERLAY WITH HIGH-RANGE WATER REDUC. ADMIX. (F) CY 9. 2,010.00 18,090.00 2,100.00 18,900.00 1,600.00 14,400.00 534.3 WATER REPELLENT (SILANE- SILOXANE) GAL 303. 100.00 30,300.00 75.00 22,725.00 130.00 39,390.00 536.11 EPOXY COATING FOR CONCRETE (F) SF 1,160. 10.00 11,600.00 9.00 10,440.00 10.00 11,600.00 10620K PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 538.1 BARRIER MEMBRANE (F) SY 203. 26.00 5,278.00 30.00 6,090.00 30.00 6,090.00 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) SY 305. 45.00 13,725.00 40.00 12,200.00 28.00 8,540.00 538.5 BARRIER MEMBRANE, WELDED BY TORCH (F) SY 228. 28.00 6,384.00 28.00 6,384.00 30.00 6,840.00 538.6 BARRIER MEMBRANE, WELDED BY TORCH, MACHINE METHOD (F) SY 2,415. 23.00 55,545.00 23.00 55,545.00 25.00 60,375.00 541.1 PVC WATERSTOPS, NH TYPE 1 (F) LF 310. 10.00 3,100.00 5.00 1,550.00 8.00 2,480.00 541.2 PVC WATERSTOPS, NH TYPE 2 (F) LF 29. 10.00 290.00 6.00 174.00 8.00 232.00 541.3 PVC WATERSTOPS, NH TYPE 3 (F) LF 51. 10.00 510.00 8.00 408.00 9.00 459.00 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LF 154. 10.00 1,540.00 10.00 1,540.00 10.00 1,540.00 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LF 299. 10.00 2,990.00 8.00 2,392.00 11.00 3,289.00 544. REINFORCING STEEL (F) LB 197,698. 1.42 280,731.16 1.25 247,122.50 1.20 237,237.60 544.2 REINFORCING STEEL, EPOXY COATED (F) LB 424,592. 1.42 602,920.64 1.30 551,969.60 1.40 594,428.80 547. SHEAR CONNECTORS (F) EA 5,904. 3.20 18,892.80 4.20 24,796.80 4.00 23,616.00 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 17. 2,190.00 37,230.00 1,900.00 32,300.00 2,200.00 37,400.00 550.101 STRUCTURAL STEEL (F) LB 520,288. 1.84 957,329.92 1.60 832,460.80 1.95 1,014,561.60 550.102 STRUCTURAL STEEL (F) LB 392,300. 1.74 682,602.00 1.50 588,450.00 1.95 764,985.00 550.103 STRUCTURAL STEEL (F) LB 490,000. 2.24 1,097,600.00 2.20 1,078,000.00 2.00 980,000.00 550.2 BRIDGE SHOES (F) EA 17. 1,440.00 24,480.00 1,500.00 25,500.00 2,300.00 39,100.00 550.210 BRIDGE SHOES (F) EA 8. 4,920.00 39,360.00 4,200.00 33,600.00 4,500.00 36,000.00 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LF 222. 125.00 27,750.00 110.00 24,420.00 140.00 31,080.00 561.11002 PREFABRICATED EXPANSION JOINT, TYPE A (F) LF 51. 730.00 37,230.00 625.00 31,875.00 1,000.00 51,000.00 561.301 PREFABRICATED EXPANSION JOINT, FINGER JOINT (F) LF 35. 1,070.00 37,450.00 1,600.00 56,000.00 1,400.00 49,000.00 563.22 BRIDGE RAIL T2 (F) LF 573. 113.00 64,749.00 127.00 72,771.00 120.00 68,760.00 563.223 BRIDGE RAIL T2 WITH SNOW FENCE (F) LF 150. 141.00 21,150.00 166.00 24,900.00 153.00 22,950.00 565.222 BRIDGE APPROACH RAIL T2 (STEEL POSTS) (F) LF 291. 147.00 42,777.00 150.00 43,650.00 190.00 55,290.00 565.242 BRIDGE APPROACH RAIL T4 (STEEL POSTS) (F) LF 73. 245.00 17,885.00 280.00 20,440.00 325.00 23,725.00 570.4 MORTAR RUBBLE MASONRY (F) CY 47. 500.00 23,500.00 400.00 18,800.00 500.00 23,500.00 582.1 SLOPE PAVING WITH CONCRETE (F) SY 648. 47.50 30,780.00 110.00 71,280.00 46.00 29,808.00 585.2 STONE FILL, CLASS B CY 500. 20.00 10,000.00 46.00 23,000.00 30.00 15,000.00 585.21 STONE FILL, CLASS B (BRIDGE) CY 710. 20.00 14,200.00 50.00 35,500.00 33.00 23,430.00 585.3 STONE FILL, CLASS C CY 350. 25.00 8,750.00 52.00 18,200.00 36.00 12,600.00 585.42 STONE FILL, CLASS D INTERMIXED WITH HUMUS CY 180. 25.00 4,500.00 50.00 9,000.00 46.00 8,280.00 10620K PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 593.411 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN SY 1,300. 2.20 2,860.00 3.50 4,550.00 2.75 3,575.00 593.421 GEOTEXTILE; PERM CONTROL CL.2, NON-WOVEN SY 1,230. 2.00 2,460.00 3.50 4,305.00 3.25 3,997.50 603.00215 15" R.C. PIPE, 2000D LF 1,003. 33.00 33,099.00 50.00 50,150.00 35.00 35,105.00 603.00218 18" R.C. PIPE, 2000D LF 266. 37.00 9,842.00 55.00 14,630.00 50.00 13,300.00 603.00224 24" R.C. PIPE, 2000D LF 272. 46.00 12,512.00 70.00 19,040.00 65.00 17,680.00 603.00230 30" R.C. PIPE, 2000D LF 307. 55.00 16,885.00 79.00 24,253.00 70.00 21,490.00 603.00236 36" R.C. PIPE, 2000D LF 54. 70.00 3,780.00 100.00 5,400.00 110.00 5,940.00 603.00242 42" R.C. PIPE, 2000D LF 31. 90.00 2,790.00 125.00 3,875.00 125.00 3,875.00 603.36112 12" ALUMINIZED STEEL END SECTION EA 1. 165.00 165.00 300.00 300.00 250.00 250.00 603.36115 15" ALUMINIZED STEEL END SECTION EA 4. 250.00 1,000.00 320.00 1,280.00 350.00 1,400.00 603.36118 18" ALUMINIZED STEEL END SECTION EA 4. 300.00 1,200.00 400.00 1,600.00 400.00 1,600.00 603.36124 24" ALUMINIZED STEEL END SECTION EA 2. 410.00 820.00 500.00 1,000.00 575.00 1,150.00 603.36130 30" ALUMINIZED STEEL END SECTION EA 2. 690.00 1,380.00 750.00 1,500.00 900.00 1,800.00 603.49018 18" PIPE FOR SLOPE DRAIN. (CONTRACTORS OPTION) LF 105. 31.00 3,255.00 44.00 4,620.00 28.00 2,940.00 603.49024 24" PIPE FOR SLOPE DRAIN. (CONTRACTORS OPTION) LF 69. 37.00 2,553.00 53.00 3,657.00 45.00 3,105.00 603.83212 12" PLASTIC PIPE (SMOOTH INTERIOR) LF 53. 28.00 1,484.00 36.00 1,908.00 25.00 1,325.00 603.83215 15" PLASTIC PIPE (SMOOTH INTERIOR) LF 726. 30.00 21,780.00 38.00 27,588.00 27.00 19,602.00 603.83218 18" PLASTIC PIPE (SMOOTH INTERIOR) LF 296. 35.00 10,360.00 45.00 13,320.00 37.00 10,952.00 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 800. 45.00 36,000.00 52.00 41,600.00 40.00 32,000.00 604.0007 POLYETHYLENE LINER EA 80. 200.00 16,000.00 225.00 18,000.00 225.00 18,000.00 604.12 CATCH BASINS TYPE B U 72. 1,650.00 118,800.00 2,250.00 162,000.00 1,800.00 129,600.00 604.125 CATCH BASINS TYPE B, 5-FOOT DIAMETER U 6.9 1,925.00 13,282.50 2,800.00 19,320.00 2,500.00 17,250.00 604.126 CATCH BASINS TYPE B, 6-FOOT DIAMETER U 7.3 2,525.00 18,432.50 3,650.00 26,645.00 3,500.00 25,550.00 604.127 CATCH BASINS, TYPE B, 7' DIAMETER U 3. 4,500.00 13,500.00 5,000.00 15,000.00 8,100.00 24,300.00 604.13 CATCH BASINS TYPE C U 4. 1,700.00 6,800.00 1,750.00 7,000.00 1,750.00 7,000.00 604.15 CATCH BASINS TYPE E U 9.5 1,700.00 16,150.00 2,300.00 21,850.00 1,950.00 18,525.00 604.155 CATCH BASINS TYPE E, 5-FOOT DIAMETER U 2.6 2,075.00 5,395.00 2,900.00 7,540.00 2,700.00 7,020.00 604.191 SPECIAL CATCH BASINS U 1.6 3,255.00 5,208.00 6,000.00 9,600.00 6,500.00 10,400.00 604.4 RECONSTRUCTING/ADJUSTING CATCH BASIN & DROP INLET LF 135. 250.00 33,750.00 475.00 64,125.00 250.00 33,750.00 604.52 RECONSTRUCTING/ADJUSTING DRAINAGE MANHOLES LF 3. 300.00 900.00 475.00 1,425.00 600.00 1,800.00 605.515 15" PERF. CORR. POLYETHLY PIPE UND. LF 1,261. 30.00 37,830.00 38.00 47,918.00 26.50 33,416.50 10620K PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 605.518 18" PERF. CORR. POLYETHYL PIPE UND. LF 1,207. 35.00 42,245.00 45.00 54,315.00 30.00 36,210.00 605.524 24" PERF. CORR. POLYETHLY PIPE UND LF 93. 45.00 4,185.00 52.00 4,836.00 35.00 3,255.00 605.530 30" PERF. CORR. POLYETHLY PIPE UND LF 441. 55.00 24,255.00 67.00 29,547.00 53.00 23,373.00 605.79 UNDERDRAIN FLUSHING BASINS EA 16. 350.00 5,600.00 450.00 7,200.00 350.00 5,600.00 605.906 6" PIPE UNDERDRAIN (CON- TRACTORS OPTION) LF 5,100. 13.00 66,300.00 20.00 102,000.00 17.00 86,700.00 606.120 BEAM GUARDRAIL (STANDARD SECTION-STEEL POST) LF 5,672.3 20.50 116,282.15 18.00 102,101.40 23.00 130,462.90 606.141 BEAM GUARDRAIL (CURVED W/CRT POSTS) LF 25. 23.50 587.50 26.00 650.00 25.00 625.00 606.1454 BEAM GUARDRAIL (TERM. UNIT TYPE EAGRT 50 FT.) U 7. 2,100.00 14,700.00 2,450.00 17,150.00 2,300.00 16,100.00 606.1455 BEAM GUARDRAIL (TERM. UNIT EAGRT 25 FT.) U 3. 1,750.00 5,250.00 2,200.00 6,600.00 2,000.00 6,000.00 606.147 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) U 8. 550.00 4,400.00 450.00 3,600.00 600.00 4,800.00 606.4129 MODIFIED CONCRETE MEDIAN BARRIER, PRECAST LF 80. 100.00 8,000.00 100.00 8,000.00 120.00 9,600.00 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LF 5,500. 20.00 110,000.00 26.00 143,000.00 21.00 115,500.00 606.6311 SAFETY RAIL, W/GUARD, STEEL LF 114. 80.00 9,120.00 90.00 10,260.00 80.00 9,120.00 606.84 ANCHOR FOR CURVED GUARD- RAIL W/CRT POSTS U 1. 1,100.00 1,100.00 1,200.00 1,200.00 1,200.00 1,200.00 606.91 RESETTING OR SETTING GUARDRAIL LF 670. 10.00 6,700.00 12.00 8,040.00 11.00 7,370.00 606.9513 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 3 U 7. 8,000.00 56,000.00 7,500.00 52,500.00 9,000.00 63,000.00 607.1 WOVEN WIRE FENCE LF 2,300. 7.90 18,170.00 8.00 18,400.00 8.50 19,550.00 607.41 POST ASSEMBLIES FOR WOVEN WIRE FENCE EA 9. 145.00 1,305.00 140.00 1,260.00 150.00 1,350.00 608.12 2" BITUMINOUS SIDEWALK (F) SY 1,630. 21.00 34,230.00 15.00 24,450.00 15.50 25,265.00 608.26 6" CONCRETE SIDEWALK (F) SY 600. 45.00 27,000.00 42.00 25,200.00 43.00 25,800.00 608.28 8" CONCRETE SIDEWALK (F) SY 160. 49.00 7,840.00 46.00 7,360.00 47.00 7,520.00 608.54 DETECTABLE WARNING DEVICES, CAST IRON SY 14.3 400.00 5,720.00 400.00 5,720.00 430.00 6,149.00 609.01 STRAIGHT GRANITE CURB LF 4,550. 15.50 70,525.00 15.00 68,250.00 16.00 72,800.00 609.02 CURVED GRANITE CURB LF 150. 23.00 3,450.00 20.00 3,000.00 25.00 3,750.00 609.21 STRAIGHT GRANITE SLOPE CURB LF 9,400. 11.00 103,400.00 10.00 94,000.00 13.00 122,200.00 609.2112 STRAIGHT GRANITE CURB 12" REVEAL LF 50. 31.00 1,550.00 30.00 1,500.00 65.00 3,250.00 609.22 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS LF 80. 11.00 880.00 10.00 800.00 13.00 1,040.00 10620K PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 609.23 CURVED GRANITE SLOPE CURB LF 6. 51.00 306.00 50.00 300.00 60.00 360.00 609.3 STRAIGHT GRANITE CURB (BRIDGE) LF 677. 29.00 19,633.00 28.00 18,956.00 37.00 25,049.00 609.311 STRAIGHT GRANITE CURB (BRIDGE), MODIFIED LF 294. 42.00 12,348.00 38.00 11,172.00 37.00 10,878.00 609.5 RESET GRANITE CURB LF 1,000. 6.00 6,000.00 6.00 6,000.00 6.00 6,000.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 1,950. 4.25 8,287.50 4.00 7,800.00 5.00 9,750.00 614.331 3" STEEL CONDUIT LF 210. 15.50 3,255.00 15.00 3,150.00 16.00 3,360.00 614.34299 4" 2-DUCT CONDUIT (BRIDGE) (DEPARTMENT SUPPLIED) LF 350. 18.00 6,300.00 18.00 6,300.00 20.00 7,000.00 614.512 CONCRETE PULL BOX 18" EA 10. 310.00 3,100.00 280.00 2,800.00 330.00 3,300.00 614.523 MOLDED PULL BOX 17"X30" EA 48. 300.00 14,400.00 300.00 14,400.00 325.00 15,600.00 614.7314 3" PVC PLASTIC CONDUIT, SCHEDULE 40 LF 3,150. 6.00 18,900.00 6.00 18,900.00 6.50 20,475.00 614.7318 3" PVC PLASTIC CONDUIT, SCHEDULE 80 LF 30. 25.00 750.00 20.00 600.00 28.00 840.00 614.7324 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 1,650. 8.00 13,200.00 8.00 13,200.00 9.00 14,850.00 614.7328 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 320. 16.00 5,120.00 15.00 4,800.00 17.00 5,440.00 614.7424 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 960. 12.00 11,520.00 11.00 10,560.00 13.00 12,480.00 614.7428 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 280. 17.00 4,760.00 17.00 4,760.00 18.00 5,040.00 615.003 REMOVING TRAFFIC SIGN U 67. 25.00 1,675.00 20.00 1,340.00 27.00 1,809.00 615.004 RELOCATING TRAFFIC SIGN U 12. 100.00 1,200.00 125.00 1,500.00 110.00 1,320.00 615.01 TRAFFIC SIGN TYPE A (F) SF 261. 53.00 13,833.00 50.00 13,050.00 58.00 15,138.00 615.012 TRAFFIC SIGN TYPE A, BREAKAWAY MOUNTS (F) SF 59.5 87.50 5,206.25 85.00 5,057.50 90.00 5,355.00 615.014 RELOCATING TRAFFIC SIGN, TYPE A U 2. 2,400.00 4,800.00 2,100.00 4,200.00 2,600.00 5,200.00 615.02 TRAFFIC SIGN TYPE B (F) SF 96.5 68.50 6,610.25 70.00 6,755.00 70.00 6,755.00 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) SF 331. 65.50 21,680.50 70.00 23,170.00 70.00 23,170.00 615.03 TRAFFIC SIGN TYPE C (F) SF 399.35 40.00 15,974.00 40.00 15,974.00 44.00 17,571.40 615.032 TRAFFIC SIGN TYPE C, BREAKAWAY MOUNTS (F) SF 232. 105.00 24,360.00 100.00 23,200.00 110.00 25,520.00 615.04 TRAFFIC SIGN TYPE AA (F) SF 1,438.25 17.00 24,450.25 18.00 25,888.50 18.00 25,888.50 615.06 TRAFFIC SIGN TYPE CC (F) SF 158.8 10.00 1,588.00 14.00 2,223.20 11.00 1,746.80 615.10001 FULL TRAFFIC SIGN STRUCTURE U 1. 69,300.00 69,300.00 72,750.00 72,750.00 75,000.00 75,000.00 615.10002 FULL TRAFFIC SIGN STRUCTURE U 1. 95,000.00 95,000.00 99,750.00 99,750.00 100,000.00 100,000.00 615.10003 FULL TRAFFIC SIGN STRUCTURE U 1. 87,600.00 87,600.00 92,000.00 92,000.00 95,000.00 95,000.00 615.20001 CANTILEVER TRAFFIC SIGN STRUCTURE U 1. 31,900.00 31,900.00 33,500.00 33,500.00 35,000.00 35,000.00 10620K PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 616.101 TRAFFIC SIGNALS U 1. 85,000.00 85,000.00 82,500.00 82,500.00 90,000.00 90,000.00 616.161 TRAFFIC SIGNALS (TEMP.) U 1. 8,500.00 8,500.00 8,600.00 8,600.00 9,000.00 9,000.00 616.162 TRAFFIC SIGNAL (TEMP.) U 1. 9,500.00 9,500.00 9,500.00 9,500.00 10,000.00 10,000.00 616.95 INSTALL TRAFFIC STUDY EQUIPMENT U 1. 1,500.00 1,500.00 1,450.00 1,450.00 2,000.00 2,000.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 450,000.00 450,000.00 450,000.00 450,000.00 450,000.00 450,000.00 618.7 FLAGGERS HR 5,000. 18.00 90,000.00 16.00 80,000.00 24.00 120,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 150,000.00 150,000.00 140,000.00 140,000.00 420,000.00 420,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 4. 20,000.00 80,000.00 12,000.00 48,000.00 15,000.00 60,000.00 621.21 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR (WHITE) EA 66. 4.00 264.00 5.00 330.00 5.00 330.00 621.22 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR (YELLOW) EA 10. 4.00 40.00 5.00 50.00 5.00 50.00 621.31 SINGLE DELINEATOR WITH POST EA 105. 25.00 2,625.00 25.00 2,625.00 30.00 3,150.00 621.321 DOUBLE DELINEATOR WITH POST (WHITE) EA 26. 30.00 780.00 28.00 728.00 35.00 910.00 621.332 SINGLE DELINEATOR DOUBLE FACED WITH POST (YELLOW) EA 10. 30.00 300.00 28.00 280.00 35.00 350.00 622.1 STEEL WITNESS MARKERS EA 29. 25.00 725.00 35.00 1,015.00 27.00 783.00 622.2 CONCRETE BOUNDS EA 2. 325.00 650.00 250.00 500.00 350.00 700.00 622.5 RESETTING BOUNDS EA 2. 300.00 600.00 250.00 500.00 325.00 650.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 10. 590.00 5,900.00 580.00 5,800.00 600.00 6,000.00 625.52 LIGHT POLE (HIGHWAY) U 10. 1,695.00 16,950.00 1,800.00 18,000.00 1,800.00 18,000.00 628.2 SAWED BITUMINOUS PAVEMENT LF 1,350. 2.00 2,700.00 1.00 1,350.00 3.00 4,050.00 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 52,300. .09 4,707.00 .09 4,707.00 .10 5,230.00 632.0106 RETROREFLECTIVE PAINT PAVE. MARKING, 6" LINE LF 76,900. .15 11,535.00 .14 10,766.00 .14 10,766.00 632.0112 RETROREFLECTIVE PAINT PAVE. MARKING, 12" LINE LF 5,500. .35 1,925.00 .28 1,540.00 .37 2,035.00 632.0124 RETROREFLECTIVE PAINT PAVE. MARKING, 24" LINE LF 130. 1.35 175.50 1.25 162.50 1.45 188.50 632.3106 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 6" LINE LF 400. 1.25 500.00 1.15 460.00 1.35 540.00 632.3124 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 24" LINE LF 250. 3.15 787.50 3.00 750.00 3.35 837.50 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD SF 1,100. 3.75 4,125.00 3.50 3,850.00 4.00 4,400.00 632.9104 OBLITERATE PAVEMENT MARKING, 4" LINE LF 9,900. .25 2,475.00 .25 2,475.00 .27 2,673.00 632.9106 OBLITERATE PAVEMENT MARKING, 6" LINE LF 8,600. .35 3,010.00 .35 3,010.00 .38 3,268.00 10620K PAGE 9 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 632.9124 OBLITERATE PAVEMENT MARKING, 24" LINE LF 30. 1.25 37.50 1.50 45.00 1.30 39.00 643.22 FERTILIZER FOR REFERTIL- IZATION TON 5.1 725.00 3,697.50 700.00 3,570.00 800.00 4,080.00 644.62 WET BASIN/MEADOW SEED LB 10. 250.00 2,500.00 200.00 2,000.00 275.00 2,750.00 644.82 SALT-TOLERANT GRASS SEED, TYPE 82 LB 60. 14.00 840.00 14.00 840.00 15.00 900.00 645.0001 TURBIDITY BARRIER LF 650. 22.00 14,300.00 26.00 16,900.00 30.00 19,500.00 645.12 TEMPORARY MULCH A 3. 750.00 2,250.00 750.00 2,250.00 800.00 2,400.00 645.23 CHANNEL STABILIZATION (LOW VELOCITY) SY 580. 1.85 1,073.00 1.80 1,044.00 2.00 1,160.00 645.3 EROSION STONE TON 7,500. 17.00 127,500.00 33.00 247,500.00 32.00 240,000.00 645.51 HAY BALES FOR TEMPORARY EROSION CONTROL EA 4,150. 9.00 37,350.00 7.00 29,050.00 7.00 29,050.00 645.52 RYEGRASS FOR TEMPORARY EROSION CONTROL LB 1,050. 1.50 1,575.00 2.00 2,100.00 3.00 3,150.00 645.531 SILT FENCE LF 7,000. 3.00 21,000.00 2.50 17,500.00 2.75 19,250.00 645.532 SILT FENCE WITH SUPPORT FENCE LF 580. 5.00 2,900.00 4.50 2,610.00 7.50 4,350.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 9,200.00 9,200.00 5,000.00 5,000.00 4,000.00 4,000.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS HR 768. 50.00 38,400.00 50.00 38,400.00 70.00 53,760.00 646.31 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS SY 56,550. .31 17,530.50 .30 16,965.00 .35 19,792.50 647.1 HUMUS CY 5,250. 19.00 99,750.00 19.00 99,750.00 12.00 63,000.00 647.22 HUMUS, INTERMIXED, 2" DEE CY 130. 25.00 3,250.00 20.00 2,600.00 20.00 2,600.00 650.2 LANDSCAPING U 1. 16,700.00 16,700.00 16,500.00 16,500.00 20,000.00 20,000.00 670.101 TEMPORARY LIGHTING U 1. 2,400.00 2,400.00 2,500.00 2,500.00 3,000.00 3,000.00 670.95 TEMPORARY SAFETY FENCE LF 2,000. 5.00 10,000.00 2.00 4,000.00 3.00 6,000.00 678.2 IMPACT ATTENUATION DEVICE (TEST LEVEL 3) U 1. 27,920.00 27,920.00 24,000.00 24,000.00 30,000.00 30,000.00 678.201 IMPACT ATTENUATOR FOUNDATION PAD U 1. 2,500.00 2,500.00 5,200.00 5,200.00 2,000.00 2,000.00 692. MOBILIZATION U 1. 1,750,000.00 1,750,000.00 592,000.00 592,000.00 700,000.00 700,000.00 698.11 FIELD OFFICE TYPE A MON 24. 2,400.00 57,600.00 2,500.00 60,000.00 2,500.00 60,000.00 698.2 PHYSICAL TESTING LABORATORY MON 24. 850.00 20,400.00 1,100.00 26,400.00 1,500.00 36,000.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 150,000.00 150,000.00 150,000.00 150,000.00 150,000.00 150,000.00 1008.11 ALTERATIONS AND ADDITIONS AS NEEDED- UNANTICIPATED WORK $ 1. 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 1008.23 ALTERATIONS AND ADDITIONS AS NEEDED - TRAFFIC CONTROL FOR DETOUR $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 1008.53 ALTERATIONS AND ADDITIONS AS NEEDED - INVASIVE SPECIES MANAGEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10620K PAGE 10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E F NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 1008.8 WINTER MAINTENANCE $ 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. 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 1009.21 TREATMENT OR DISPOSAL OF CONTAMINATED GROUNDWATER (FRAC TANK) $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1010.15 FUEL ADJUSTMENT $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 75,000.00 75,000.00 75,000.00 75,000.00 75,000.00 75,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA ASPHALT $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 1010.43 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 $19,311,052.42 $20,793,705.80 $21,322,232.85 THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: ROCHESTER 10620K COUNTIES AND CODES: STRAFFORD 017 DATE BIDS OPEN: DECEMBER 9, 2008 SCOPE OF WORK: ROADWAY RECONSTRUCTION AND WIDENING LOCATION: SPAULDING TURNPIKE IN ROCHESTER COMPLETION DATE: JUNE 3, 2011 A SUR CONSTRUCTION, INC. 233 CHESTNUT HILL ROAD, ROCHESTER, NH 03820 $17,197,100.00 B CONTINENTAL PAVING INC. ONE CONTINENTAL DR., LONDONDERRY, NH 03053 $19,215,421.82 C ALVIN J COLEMAN & SON, INC 9 NH RT 113, CONWAY, NH 03818 $19,285,855.47 D SEVERINO TRUCKING CO., INC. PO BOX 202, CANDIA, NH 03034 $19,311,052.42 E R. S. AUDLEY INC. 609 RT 3A, BOW, NH 03304 $20,793,705.80 F WEAVER BROS. CONST. CO., INC. PO BOX 1326, CONCORD, NH 03301 $21,322,232.85 G PIKE INDUSTRIES, INC. 3 EASTGATE PARK RD., BELMONT, NH 03220 $21,475,431.02 H PARK CONSTRUCTION CORP. PO BOX 600, FITZWILLIAM, NH 03447 $21,831,710.25 I SPS NEW ENGLAND, INC. 98 ELM ST., SALISBURY, MA 01952 $24,329,529.00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H I NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) A 4.8 8,020.55 38,498.64 5,500.00 26,400.00 6,500.00 31,200.00 201.6 CLEARING FOR FENCE LINES (F) A .2 5,863.50 1,172.70 2,500.00 500.00 8,500.00 1,700.00 201.8811 INVASIVE SPECIES CONTROL TYPE I A 4.39 3,553.94 15,601.80 1,500.00 6,585.00 3,500.00 15,365.00 201.8821 INVASIVE SPECIES CONTROL TYPE II A 1.43 4,033.32 5,767.65 1,500.00 2,145.00 5,000.00 7,150.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 504. 11.09 5,589.36 15.00 7,560.00 17.00 8,568.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 52. 685.46 35,643.92 350.00 18,200.00 350.00 18,200.00 202.7 REMOVAL OF GUARDRAIL (F) LF 11,295. 1.39 15,700.05 1.50 16,942.50 2.50 28,237.50 203.1 COMMON EXCAVATION CY 81,000. 10.49 849,690.00 5.00 405,000.00 6.50 526,500.00 203.2 ROCK EXCAVATION CY 9,300. 39.94 371,442.00 17.50 162,750.00 35.00 325,500.00 203.35 HANDLING OF EXCAVATED CONTAMINATED SOILS CY 1,100. 25.00 27,500.00 15.00 16,500.00 30.00 33,000.00 10620K PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H I NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 203.4 MUCK EXCAVATION CY 50. 84.95 4,247.50 15.00 750.00 35.00 1,750.00 203.52 IMPERVIOUS MATERIAL (F) CY 910. 11.83 10,765.30 20.00 18,200.00 18.00 16,380.00 203.5554 GUARDRAIL 50' EAGRT PLATFORM U 7. 1,266.77 8,867.39 2,500.00 17,500.00 2,500.00 17,500.00 203.5555 GUARDRAIL 25'EAGRT PLATFORM U 3. 1,003.59 3,010.77 1,500.00 4,500.00 1,500.00 4,500.00 203.6 EMBANKMENT-IN-PLACE (F) CY 31,000. 3.50 108,500.00 4.00 124,000.00 7.00 217,000.00 206.1 COMMON STRUCTURE EXCAVATION CY 3,200. 27.75 88,800.00 8.00 25,600.00 15.00 48,000.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 100. 100.00 10,000.00 15.00 1,500.00 65.00 6,500.00 206.2 ROCK STRUCTURE EXCAVATION CY 734. 97.95 71,895.30 40.00 29,360.00 60.00 44,040.00 209.1 GRANULAR BACKFILL CY 1,230. 16.86 20,737.80 28.50 35,055.00 17.00 20,910.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 6,252. 35.00 218,820.00 25.50 159,426.00 20.00 125,040.00 209.4 GRANULAR BACKFILL (GRAV) CY 500. 46.98 23,490.00 25.50 12,750.00 20.00 10,000.00 211.11 VIBRATION MONITORING SERVICES HR 100. 130.77 13,077.00 55.00 5,500.00 50.00 5,000.00 214. FINE GRADING U 1. 175,000.00 175,000.00 75,000.00 75,000.00 92,000.00 92,000.00 304.101 SAND CY 23,500. 9.25 217,375.00 20.00 470,000.00 17.00 399,500.00 304.102 ADDITIONAL SAND CY 700. 9.25 6,475.00 20.00 14,000.00 17.00 11,900.00 304.201 GRAVEL CY 26,000. 12.50 325,000.00 23.00 598,000.00 20.00 520,000.00 304.31 CRUSHED GRAVEL FOR SHIMMING CY 12,000. 18.29 219,480.00 24.00 288,000.00 25.00 300,000.00 304.35 CRUSHED GRAVEL FOR DRIVES CY 900. 33.68 30,312.00 24.50 22,050.00 30.00 27,000.00 304.401 CRUSHED STONE (FINE GRADATION) CY 15,700. 18.45 289,665.00 28.00 439,600.00 25.00 392,500.00 304.501 CRUSHED STONE (COARSE GRADATION) CY 13,400. 21.15 283,410.00 28.00 375,200.00 25.00 335,000.00 403.11 HOT BITUMINOUS PAVEMENT, MACHINE METHOD TON 2,400. 76.90 184,560.00 74.00 177,600.00 85.00 204,000.00 403.11001 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 1) TON 16,000. 76.90 1,230,400.00 74.00 1,184,000.00 85.00 1,360,000.00 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) TON 12,500. 76.90 961,250.00 74.00 925,000.00 85.00 1,062,500.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 720. 125.00 90,000.00 120.00 86,400.00 150.00 108,000.00 403.6 PAVEMENT JOINT ADHESIVE LF 186,600. .28 52,248.00 .30 55,980.00 .35 65,310.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 1" BASE COURSE (F) TON 147. 150.00 22,050.00 125.00 18,375.00 200.00 29,400.00 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD TON 165. 125.00 20,625.00 80.00 13,200.00 130.00 21,450.00 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 135. 125.00 16,875.00 80.00 10,800.00 130.00 17,550.00 417. COLD PLANING BITUMINOUS SURFACES SY 5,800. 9.50 55,100.00 5.00 29,000.00 5.00 29,000.00 502.101 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 325,000.00 325,000.00 450,000.00 450,000.00 600,000.00 600,000.00 10620K PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H I NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 502.103 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 365,000.00 365,000.00 675,000.00 675,000.00 1,400,000.00 1,400,000.00 503.101 WATER DIVERSION STRUCTURE U 1. 110,000.00 110,000.00 40,000.00 40,000.00 30,000.00 30,000.00 503.201 COFFERDAMS U 1. 165,000.00 165,000.00 125,000.00 125,000.00 250,000.00 250,000.00 503.203 COFFERDAMS U 1. 115,000.00 115,000.00 125,000.00 125,000.00 250,000.00 250,000.00 503.204 COFFERDAMS U 1. 180,000.00 180,000.00 125,000.00 125,000.00 300,000.00 300,000.00 504.1 COMMON BRIDGE EXCAVATION (F) CY 9,515. 18.00 171,270.00 8.00 76,120.00 12.00 114,180.00 504.2 ROCK BRIDGE EXCAVATION CY 682. 75.00 51,150.00 60.00 40,920.00 110.00 75,020.00 504.201 ROCK BRIDGE EXCAVATION (F) CY 680. 23.00 15,640.00 60.00 40,800.00 70.00 47,600.00 506.2 STEEL SHEET PILING LB 61,000. 1.18 71,980.00 1.35 82,350.00 .75 45,750.00 508. STRUCTURAL FILL CY 321. 34.50 11,074.50 25.50 8,185.50 28.00 8,988.00 510.1 PILE DRIVING EQUIPMENT U 1. 85,000.00 85,000.00 25,000.00 25,000.00 95,000.00 95,000.00 510.521 MOBILIZATION & DEMOBIL. OF PRESSURE INJECTED FOOTING EQUIPMENT U 1. 40,000.00 40,000.00 49,000.00 49,000.00 35,000.00 35,000.00 510.523 FURNISHING AND DRIVING PRESSURE INJECTED FOOTINGS EA 83. 9,850.00 817,550.00 7,900.00 655,700.00 8,500.00 705,500.00 510.524 OBSTRUCTION REMOVAL FOR PRESSURE INJECTED FOOTINGS LF 50. 225.00 11,250.00 500.00 25,000.00 2,500.00 125,000.00 510.61 FURNISHING & DRIVING STEE BEARING PILES LB 57,800. .75 43,350.00 1.00 57,800.00 .80 46,240.00 510.65 DRIVING-POINTS FOR STEEL BEARING PILES EA 46. 275.00 12,650.00 200.00 9,200.00 300.00 13,800.00 520.0021 PRECAST CONCRETE BOX CULVERT (CONCRETE CLASS AAA) (BRIDGE) U 1. 200,000.00 200,000.00 220,000.00 220,000.00 400,000.00 400,000.00 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) CY 364. 300.00 109,200.00 300.00 109,200.00 375.00 136,500.00 520.12 CONCRETE CLASS A, ABOVE FOOTINGS (F) CY 1,632. 850.00 1,387,200.00 575.00 938,400.00 850.00 1,387,200.00 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) CY 914. 300.00 274,200.00 250.00 228,500.00 350.00 319,900.00 520.71026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 600. 850.00 510,000.00 850.00 510,000.00 800.00 480,000.00 520.72026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 297. 1,100.00 326,700.00 850.00 252,450.00 975.00 289,575.00 520.73026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 312. 1,100.00 343,200.00 850.00 265,200.00 975.00 304,200.00 520.85 CONCRETE FOR BRIDGE DECK OVERLAY WITH HIGH-RANGE WATER REDUC. ADMIX. (F) CY 9. 1,450.00 13,050.00 1,000.00 9,000.00 1,000.00 9,000.00 534.3 WATER REPELLENT (SILANE- SILOXANE) GAL 303. 135.00 40,905.00 100.00 30,300.00 60.00 18,180.00 536.11 EPOXY COATING FOR CONCRETE (F) SF 1,160. 9.50 11,020.00 10.00 11,600.00 12.00 13,920.00 10620K PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H I NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 538.1 BARRIER MEMBRANE (F) SY 203. 28.50 5,785.50 25.00 5,075.00 35.00 7,105.00 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) SY 305. 30.00 9,150.00 50.00 15,250.00 35.00 10,675.00 538.5 BARRIER MEMBRANE, WELDED BY TORCH (F) SY 228. 32.00 7,296.00 30.00 6,840.00 35.00 7,980.00 538.6 BARRIER MEMBRANE, WELDED BY TORCH, MACHINE METHOD (F) SY 2,415. 25.00 60,375.00 25.00 60,375.00 30.00 72,450.00 541.1 PVC WATERSTOPS, NH TYPE 1 (F) LF 310. 7.00 2,170.00 5.00 1,550.00 5.00 1,550.00 541.2 PVC WATERSTOPS, NH TYPE 2 (F) LF 29. 7.00 203.00 5.00 145.00 6.00 174.00 541.3 PVC WATERSTOPS, NH TYPE 3 (F) LF 51. 9.00 459.00 8.00 408.00 7.00 357.00 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LF 154. 9.50 1,463.00 8.00 1,232.00 8.00 1,232.00 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LF 299. 10.00 2,990.00 8.00 2,392.00 9.00 2,691.00 544. REINFORCING STEEL (F) LB 197,698. 1.25 247,122.50 1.15 227,352.70 1.00 197,698.00 544.2 REINFORCING STEEL, EPOXY COATED (F) LB 424,592. 1.50 636,888.00 1.20 509,510.40 1.00 424,592.00 547. SHEAR CONNECTORS (F) EA 5,904. 3.70 21,844.80 4.00 23,616.00 5.00 29,520.00 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 17. 2,100.00 35,700.00 2,500.00 42,500.00 2,200.00 37,400.00 550.101 STRUCTURAL STEEL (F) LB 520,288. 1.90 988,547.20 1.70 884,489.60 2.50 1,300,720.00 550.102 STRUCTURAL STEEL (F) LB 392,300. 1.90 745,370.00 1.72 674,756.00 2.25 882,675.00 550.103 STRUCTURAL STEEL (F) LB 490,000. 2.00 980,000.00 2.23 1,092,700.00 3.40 1,666,000.00 550.2 BRIDGE SHOES (F) EA 17. 2,200.00 37,400.00 1,500.00 25,500.00 2,200.00 37,400.00 550.210 BRIDGE SHOES (F) EA 8. 4,200.00 33,600.00 4,500.00 36,000.00 5,000.00 40,000.00 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LF 222. 130.00 28,860.00 135.00 29,970.00 250.00 55,500.00 561.11002 PREFABRICATED EXPANSION JOINT, TYPE A (F) LF 51. 850.00 43,350.00 750.00 38,250.00 800.00 40,800.00 561.301 PREFABRICATED EXPANSION JOINT, FINGER JOINT (F) LF 35. 1,300.00 45,500.00 2,250.00 78,750.00 2,000.00 70,000.00 563.22 BRIDGE RAIL T2 (F) LF 573. 115.00 65,895.00 125.00 71,625.00 140.00 80,220.00 563.223 BRIDGE RAIL T2 WITH SNOW FENCE (F) LF 150. 140.00 21,000.00 160.00 24,000.00 175.00 26,250.00 565.222 BRIDGE APPROACH RAIL T2 (STEEL POSTS) (F) LF 291. 150.00 43,650.00 75.00 21,825.00 220.00 64,020.00 565.242 BRIDGE APPROACH RAIL T4 (STEEL POSTS) (F) LF 73. 250.00 18,250.00 75.00 5,475.00 400.00 29,200.00 570.4 MORTAR RUBBLE MASONRY (F) CY 47. 580.00 27,260.00 500.00 23,500.00 500.00 23,500.00 582.1 SLOPE PAVING WITH CONCRETE (F) SY 648. 44.00 28,512.00 47.00 30,456.00 100.00 64,800.00 585.2 STONE FILL, CLASS B CY 500. 39.80 19,900.00 30.00 15,000.00 25.00 12,500.00 585.21 STONE FILL, CLASS B (BRIDGE) CY 710. 36.54 25,943.40 40.00 28,400.00 25.00 17,750.00 585.3 STONE FILL, CLASS C CY 350. 38.90 13,615.00 30.00 10,500.00 25.00 8,750.00 585.42 STONE FILL, CLASS D INTERMIXED WITH HUMUS CY 180. 39.67 7,140.60 35.00 6,300.00 25.00 4,500.00 10620K PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H I NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 593.411 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN SY 1,300. 2.40 3,120.00 3.00 3,900.00 2.20 2,860.00 593.421 GEOTEXTILE; PERM CONTROL CL.2, NON-WOVEN SY 1,230. 2.40 2,952.00 3.00 3,690.00 2.20 2,706.00 603.00215 15" R.C. PIPE, 2000D LF 1,003. 51.39 51,544.17 40.00 40,120.00 40.00 40,120.00 603.00218 18" R.C. PIPE, 2000D LF 266. 73.00 19,418.00 45.00 11,970.00 50.00 13,300.00 603.00224 24" R.C. PIPE, 2000D LF 272. 72.76 19,790.72 52.00 14,144.00 60.00 16,320.00 603.00230 30" R.C. PIPE, 2000D LF 307. 86.72 26,623.04 65.00 19,955.00 65.00 19,955.00 603.00236 36" R.C. PIPE, 2000D LF 54. 86.87 4,690.98 75.00 4,050.00 160.00 8,640.00 603.00242 42" R.C. PIPE, 2000D LF 31. 124.82 3,869.42 90.00 2,790.00 185.00 5,735.00 603.36112 12" ALUMINIZED STEEL END SECTION EA 1. 227.17 227.17 300.00 300.00 500.00 500.00 603.36115 15" ALUMINIZED STEEL END SECTION EA 4. 264.66 1,058.64 400.00 1,600.00 500.00 2,000.00 603.36118 18" ALUMINIZED STEEL END SECTION EA 4. 346.33 1,385.32 450.00 1,800.00 600.00 2,400.00 603.36124 24" ALUMINIZED STEEL END SECTION EA 2. 459.84 919.68 575.00 1,150.00 650.00 1,300.00 603.36130 30" ALUMINIZED STEEL END SECTION EA 2. 773.31 1,546.62 875.00 1,750.00 800.00 1,600.00 603.49018 18" PIPE FOR SLOPE DRAIN. (CONTRACTORS OPTION) LF 105. 56.59 5,941.95 40.00 4,200.00 35.00 3,675.00 603.49024 24" PIPE FOR SLOPE DRAIN. (CONTRACTORS OPTION) LF 69. 52.27 3,606.63 45.00 3,105.00 45.00 3,105.00 603.83212 12" PLASTIC PIPE (SMOOTH INTERIOR) LF 53. 30.53 1,618.09 40.00 2,120.00 30.00 1,590.00 603.83215 15" PLASTIC PIPE (SMOOTH INTERIOR) LF 726. 37.88 27,500.88 40.00 29,040.00 30.00 21,780.00 603.83218 18" PLASTIC PIPE (SMOOTH INTERIOR) LF 296. 43.32 12,822.72 43.00 12,728.00 35.00 10,360.00 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 800. 52.69 42,152.00 48.00 38,400.00 40.00 32,000.00 604.0007 POLYETHYLENE LINER EA 80. 200.00 16,000.00 250.00 20,000.00 140.00 11,200.00 604.12 CATCH BASINS TYPE B U 72. 1,816.88 130,815.36 1,400.00 100,800.00 2,100.00 151,200.00 604.125 CATCH BASINS TYPE B, 5-FOOT DIAMETER U 6.9 2,558.72 17,655.17 1,800.00 12,420.00 2,800.00 19,320.00 604.126 CATCH BASINS TYPE B, 6-FOOT DIAMETER U 7.3 3,284.23 23,974.88 2,400.00 17,520.00 3,200.00 23,360.00 604.127 CATCH BASINS, TYPE B, 7' DIAMETER U 3. 5,195.30 15,585.90 4,500.00 13,500.00 9,000.00 27,000.00 604.13 CATCH BASINS TYPE C U 4. 1,889.87 7,559.48 1,600.00 6,400.00 3,500.00 14,000.00 604.15 CATCH BASINS TYPE E U 9.5 2,062.62 19,594.89 1,600.00 15,200.00 2,900.00 27,550.00 604.155 CATCH BASINS TYPE E, 5-FOOT DIAMETER U 2.6 2,928.60 7,614.36 2,000.00 5,200.00 3,300.00 8,580.00 604.191 SPECIAL CATCH BASINS U 1.6 4,240.24 6,784.38 3,500.00 5,600.00 3,000.00 4,800.00 604.4 RECONSTRUCTING/ADJUSTING CATCH BASIN & DROP INLET LF 135. 375.00 50,625.00 300.00 40,500.00 400.00 54,000.00 604.52 RECONSTRUCTING/ADJUSTING DRAINAGE MANHOLES LF 3. 375.00 1,125.00 300.00 900.00 1,000.00 3,000.00 605.515 15" PERF. CORR. POLYETHLY PIPE UND. LF 1,261. 50.82 64,084.02 35.00 44,135.00 30.00 37,830.00 10620K PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H I NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 605.518 18" PERF. CORR. POLYETHYL PIPE UND. LF 1,207. 51.80 62,522.60 37.00 44,659.00 32.00 38,624.00 605.524 24" PERF. CORR. POLYETHLY PIPE UND LF 93. 80.83 7,517.19 45.00 4,185.00 45.00 4,185.00 605.530 30" PERF. CORR. POLYETHLY PIPE UND LF 441. 84.16 37,114.56 56.00 24,696.00 45.00 19,845.00 605.79 UNDERDRAIN FLUSHING BASINS EA 16. 697.64 11,162.24 350.00 5,600.00 500.00 8,000.00 605.906 6" PIPE UNDERDRAIN (CON- TRACTORS OPTION) LF 5,100. 16.39 83,589.00 22.00 112,200.00 20.00 102,000.00 606.120 BEAM GUARDRAIL (STANDARD SECTION-STEEL POST) LF 5,672.3 19.50 110,609.85 22.00 124,790.60 25.00 141,807.50 606.141 BEAM GUARDRAIL (CURVED W/CRT POSTS) LF 25. 28.06 701.50 30.00 750.00 32.00 800.00 606.1454 BEAM GUARDRAIL (TERM. UNIT TYPE EAGRT 50 FT.) U 7. 2,562.15 17,935.05 2,700.00 18,900.00 2,600.00 18,200.00 606.1455 BEAM GUARDRAIL (TERM. UNIT EAGRT 25 FT.) U 3. 2,275.03 6,825.09 2,400.00 7,200.00 2,500.00 7,500.00 606.147 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) U 8. 508.46 4,067.68 600.00 4,800.00 625.00 5,000.00 606.4129 MODIFIED CONCRETE MEDIAN BARRIER, PRECAST LF 80. 106.63 8,530.40 45.00 3,600.00 100.00 8,000.00 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LF 5,500. 41.81 229,955.00 75.00 412,500.00 30.00 165,000.00 606.6311 SAFETY RAIL, W/GUARD, STEEL LF 114. 87.28 9,949.92 45.00 5,130.00 100.00 11,400.00 606.84 ANCHOR FOR CURVED GUARD- RAIL W/CRT POSTS U 1. 1,264.37 1,264.37 1,450.00 1,450.00 1,700.00 1,700.00 606.91 RESETTING OR SETTING GUARDRAIL LF 670. 11.91 7,979.70 12.00 8,040.00 12.00 8,040.00 606.9513 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 3 U 7. 8,300.36 58,102.52 8,750.00 61,250.00 15,000.00 105,000.00 607.1 WOVEN WIRE FENCE LF 2,300. 7.31 16,813.00 9.00 20,700.00 6.00 13,800.00 607.41 POST ASSEMBLIES FOR WOVEN WIRE FENCE EA 9. 15.66 140.94 160.00 1,440.00 325.00 2,925.00 608.12 2" BITUMINOUS SIDEWALK (F) SY 1,630. 13.95 22,738.50 16.00 26,080.00 15.00 24,450.00 608.26 6" CONCRETE SIDEWALK (F) SY 600. 41.76 25,056.00 44.00 26,400.00 45.00 27,000.00 608.28 8" CONCRETE SIDEWALK (F) SY 160. 50.12 8,019.20 49.00 7,840.00 90.00 14,400.00 608.54 DETECTABLE WARNING DEVICES, CAST IRON SY 14.3 417.63 5,972.11 440.00 6,292.00 450.00 6,435.00 609.01 STRAIGHT GRANITE CURB LF 4,550. 19.80 90,090.00 19.50 88,725.00 20.00 91,000.00 609.02 CURVED GRANITE CURB LF 150. 28.24 4,236.00 28.00 4,200.00 28.00 4,200.00 609.21 STRAIGHT GRANITE SLOPE CURB LF 9,400. 15.26 143,444.00 16.00 150,400.00 15.00 141,000.00 609.2112 STRAIGHT GRANITE CURB 12" REVEAL LF 50. 39.81 1,990.50 74.00 3,700.00 35.00 1,750.00 609.22 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS LF 80. 15.41 1,232.80 16.00 1,280.00 15.00 1,200.00 10620K PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H I NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 609.23 CURVED GRANITE SLOPE CURB LF 6. 73.15 438.90 29.00 174.00 60.00 360.00 609.3 STRAIGHT GRANITE CURB (BRIDGE) LF 677. 36.54 24,737.58 35.00 23,695.00 32.00 21,664.00 609.311 STRAIGHT GRANITE CURB (BRIDGE), MODIFIED LF 294. 36.54 10,742.76 50.00 14,700.00 45.00 13,230.00 609.5 RESET GRANITE CURB LF 1,000. 9.65 9,650.00 7.00 7,000.00 8.50 8,500.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 1,950. 4.50 8,775.00 4.00 7,800.00 4.00 7,800.00 614.331 3" STEEL CONDUIT LF 210. 16.18 3,397.80 25.30 5,313.00 20.00 4,200.00 614.34299 4" 2-DUCT CONDUIT (BRIDGE) (DEPARTMENT SUPPLIED) LF 350. 18.79 6,576.50 32.00 11,200.00 25.00 8,750.00 614.512 CONCRETE PULL BOX 18" EA 10. 323.66 3,236.60 550.00 5,500.00 410.00 4,100.00 614.523 MOLDED PULL BOX 17"X30" EA 48. 313.22 15,034.56 341.00 16,368.00 400.00 19,200.00 614.7314 3" PVC PLASTIC CONDUIT, SCHEDULE 40 LF 3,150. 6.26 19,719.00 7.00 22,050.00 8.00 25,200.00 614.7318 3" PVC PLASTIC CONDUIT, SCHEDULE 80 LF 30. 26.10 783.00 20.00 600.00 33.00 990.00 614.7324 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 1,650. 8.35 13,777.50 11.00 18,150.00 10.00 16,500.00 614.7328 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 320. 16.71 5,347.20 17.00 5,440.00 21.00 6,720.00 614.7424 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 960. 12.53 12,028.80 13.00 12,480.00 16.00 15,360.00 614.7428 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 280. 17.75 4,970.00 18.00 5,040.00 22.00 6,160.00 615.003 REMOVING TRAFFIC SIGN U 67. 26.10 1,748.70 28.00 1,876.00 60.00 4,020.00 615.004 RELOCATING TRAFFIC SIGN U 12. 104.41 1,252.92 110.00 1,320.00 220.00 2,640.00 615.01 TRAFFIC SIGN TYPE A (F) SF 261. 55.34 14,443.74 59.00 15,399.00 60.00 15,660.00 615.012 TRAFFIC SIGN TYPE A, BREAKAWAY MOUNTS (F) SF 59.5 91.36 5,435.92 95.00 5,652.50 80.00 4,760.00 615.014 RELOCATING TRAFFIC SIGN, TYPE A U 2. 2,505.77 5,011.54 2,640.00 5,280.00 800.00 1,600.00 615.02 TRAFFIC SIGN TYPE B (F) SF 96.5 71.52 6,901.68 76.00 7,334.00 85.00 8,202.50 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) SF 331. 68.39 22,637.09 76.00 25,156.00 100.00 33,100.00 615.03 TRAFFIC SIGN TYPE C (F) SF 399.35 41.76 16,676.86 44.00 17,571.40 50.00 19,967.50 615.032 TRAFFIC SIGN TYPE C, BREAKAWAY MOUNTS (F) SF 232. 109.63 25,434.16 115.00 26,680.00 90.00 20,880.00 615.04 TRAFFIC SIGN TYPE AA (F) SF 1,438.25 17.75 25,528.94 19.00 27,326.75 20.00 28,765.00 615.06 TRAFFIC SIGN TYPE CC (F) SF 158.8 10.44 1,657.87 11.00 1,746.80 20.00 3,176.00 615.10001 FULL TRAFFIC SIGN STRUCTURE U 1. 72,354.11 72,354.11 76,000.00 76,000.00 120,000.00 120,000.00 615.10002 FULL TRAFFIC SIGN STRUCTURE U 1. 99,186.72 99,186.72 49,500.00 49,500.00 150,000.00 150,000.00 615.10003 FULL TRAFFIC SIGN STRUCTURE U 1. 91,460.60 91,460.60 82,000.00 82,000.00 135,000.00 135,000.00 615.20001 CANTILEVER TRAFFIC SIGN STRUCTURE U 1. 33,305.86 33,305.86 35,000.00 35,000.00 65,000.00 65,000.00 10620K PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H I NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 616.101 TRAFFIC SIGNALS U 1. 88,746.02 88,746.02 86,000.00 86,000.00 95,000.00 95,000.00 616.161 TRAFFIC SIGNALS (TEMP.) U 1. 8,874.60 8,874.60 5,900.00 5,900.00 10,000.00 10,000.00 616.162 TRAFFIC SIGNAL (TEMP.) U 1. 9,918.67 9,918.67 5,900.00 5,900.00 10,500.00 10,500.00 616.95 INSTALL TRAFFIC STUDY EQUIPMENT U 1. 1,566.11 1,566.11 1,100.00 1,100.00 2,000.00 2,000.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 450,000.00 450,000.00 450,000.00 450,000.00 450,000.00 450,000.00 618.7 FLAGGERS HR 5,000. 21.93 109,650.00 25.00 125,000.00 25.00 125,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 305,016.58 305,016.58 450,000.00 450,000.00 100,000.00 100,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 4. 16,705.13 66,820.52 15,000.00 60,000.00 18,000.00 72,000.00 621.21 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR (WHITE) EA 66. 5.22 344.52 7.00 462.00 6.00 396.00 621.22 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR (YELLOW) EA 10. 5.22 52.20 7.00 70.00 6.00 60.00 621.31 SINGLE DELINEATOR WITH POST EA 105. 30.28 3,179.40 35.00 3,675.00 30.00 3,150.00 621.321 DOUBLE DELINEATOR WITH POST (WHITE) EA 26. 50.12 1,303.12 45.00 1,170.00 40.00 1,040.00 621.332 SINGLE DELINEATOR DOUBLE FACED WITH POST (YELLOW) EA 10. 50.12 501.20 45.00 450.00 40.00 400.00 622.1 STEEL WITNESS MARKERS EA 29. 37.59 1,090.11 30.00 870.00 30.00 870.00 622.2 CONCRETE BOUNDS EA 2. 283.99 567.98 300.00 600.00 350.00 700.00 622.5 RESETTING BOUNDS EA 2. 283.99 567.98 150.00 300.00 150.00 300.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 10. 616.00 6,160.00 700.00 7,000.00 800.00 8,000.00 625.52 LIGHT POLE (HIGHWAY) U 10. 1,769.70 17,697.00 2,200.00 22,000.00 2,500.00 25,000.00 628.2 SAWED BITUMINOUS PAVEMENT LF 1,350. 1.25 1,687.50 2.00 2,700.00 4.00 5,400.00 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 52,300. .16 8,368.00 .10 5,230.00 .12 6,276.00 632.0106 RETROREFLECTIVE PAINT PAVE. MARKING, 6" LINE LF 76,900. .19 14,611.00 .15 11,535.00 .15 11,535.00 632.0112 RETROREFLECTIVE PAINT PAVE. MARKING, 12" LINE LF 5,500. .38 2,090.00 .40 2,200.00 .60 3,300.00 632.0124 RETROREFLECTIVE PAINT PAVE. MARKING, 24" LINE LF 130. .78 101.40 1.50 195.00 1.20 156.00 632.3106 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 6" LINE LF 400. 1.04 416.00 1.30 520.00 .70 280.00 632.3124 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 24" LINE LF 250. 3.13 782.50 3.50 875.00 4.00 1,000.00 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD SF 1,100. 3.45 3,795.00 4.15 4,565.00 5.00 5,500.00 632.9104 OBLITERATE PAVEMENT MARKING, 4" LINE LF 9,900. .37 3,663.00 .30 2,970.00 .35 3,465.00 632.9106 OBLITERATE PAVEMENT MARKING, 6" LINE LF 8,600. .42 3,612.00 .40 3,440.00 .40 3,440.00 10620K PAGE 9 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H I NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 632.9124 OBLITERATE PAVEMENT MARKING, 24" LINE LF 30. 1.57 47.10 1.40 42.00 2.50 75.00 643.22 FERTILIZER FOR REFERTIL- IZATION TON 5.1 756.95 3,860.45 800.00 4,080.00 800.00 4,080.00 644.62 WET BASIN/MEADOW SEED LB 10. 261.02 2,610.20 275.00 2,750.00 325.00 3,250.00 644.82 SALT-TOLERANT GRASS SEED, TYPE 82 LB 60. 14.62 877.20 15.00 900.00 15.00 900.00 645.0001 TURBIDITY BARRIER LF 650. 25.00 16,250.00 25.00 16,250.00 65.00 42,250.00 645.12 TEMPORARY MULCH A 3. 783.05 2,349.15 825.00 2,475.00 950.00 2,850.00 645.23 CHANNEL STABILIZATION (LOW VELOCITY) SY 580. 1.93 1,119.40 2.00 1,160.00 2.00 1,160.00 645.3 EROSION STONE TON 7,500. 35.78 268,350.00 25.00 187,500.00 24.00 180,000.00 645.51 HAY BALES FOR TEMPORARY EROSION CONTROL EA 4,150. 17.62 73,123.00 6.00 24,900.00 12.00 49,800.00 645.52 RYEGRASS FOR TEMPORARY EROSION CONTROL LB 1,050. 2.09 2,194.50 5.00 5,250.00 2.50 2,625.00 645.531 SILT FENCE LF 7,000. 3.38 23,660.00 3.00 21,000.00 3.50 24,500.00 645.532 SILT FENCE WITH SUPPORT FENCE LF 580. 5.00 2,900.00 6.00 3,480.00 8.00 4,640.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 3,341.03 3,341.03 5,000.00 5,000.00 4,500.00 4,500.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS HR 768. 64.73 49,712.64 70.00 53,760.00 62.00 47,616.00 646.31 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS SY 56,550. .32 18,096.00 .35 19,792.50 .40 22,620.00 647.1 HUMUS CY 5,250. 19.67 103,267.50 15.00 78,750.00 15.00 78,750.00 647.22 HUMUS, INTERMIXED, 2" DEE CY 130. 31.90 4,147.00 35.00 4,550.00 16.00 2,080.00 650.2 LANDSCAPING U 1. 17,435.98 17,435.98 18,500.00 18,500.00 25,000.00 25,000.00 670.101 TEMPORARY LIGHTING U 1. 2,505.77 2,505.77 10,000.00 10,000.00 2,500.00 2,500.00 670.95 TEMPORARY SAFETY FENCE LF 2,000. 2.87 5,740.00 4.00 8,000.00 3.50 7,000.00 678.2 IMPACT ATTENUATION DEVICE (TEST LEVEL 3) U 1. 22,917.35 22,917.35 7,500.00 7,500.00 25,000.00 25,000.00 678.201 IMPACT ATTENUATOR FOUNDATION PAD U 1. 1,250.00 1,250.00 2,500.00 2,500.00 1,000.00 1,000.00 692. MOBILIZATION U 1. 775,000.00 775,000.00 2,150,000.00 2,150,000.00 610,000.00 610,000.00 698.11 FIELD OFFICE TYPE A MON 24. 1,923.70 46,168.80 1,800.00 43,200.00 3,000.00 72,000.00 698.2 PHYSICAL TESTING LABORATORY MON 24. 313.99 7,535.76 900.00 21,600.00 450.00 10,800.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 150,000.00 150,000.00 150,000.00 150,000.00 150,000.00 150,000.00 1008.11 ALTERATIONS AND ADDITIONS AS NEEDED- UNANTICIPATED WORK $ 1. 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 70,000.00 1008.23 ALTERATIONS AND ADDITIONS AS NEEDED - TRAFFIC CONTROL FOR DETOUR $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 1008.53 ALTERATIONS AND ADDITIONS AS NEEDED - INVASIVE SPECIES MANAGEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10620K PAGE 10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM G H I NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 1008.8 WINTER MAINTENANCE $ 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. 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 2,500.00 1009.21 TREATMENT OR DISPOSAL OF CONTAMINATED GROUNDWATER (FRAC TANK) $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1010.15 FUEL ADJUSTMENT $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 75,000.00 75,000.00 75,000.00 75,000.00 75,000.00 75,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA ASPHALT $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 1010.43 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 $21,475,431.02 $21,831,710.25 $24,329,529.00 STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION A-PS&E COMPARISION PROJECT: ROCHESTER 10620K COUNTIES AND CODES: STRAFFORD 017 DATE BIDS OPEN: DECEMBER 9, 2008 SCOPE OF WORK: ROADWAY RECONSTRUCTION AND WIDENING LOCATION: SPAULDING TURNPIKE IN ROCHESTER COMPLETION DATE: JUNE 3, 2011 A SUR CONSTRUCTION, INC. 233 CHESTNUT HILL ROAD, ROCHESTER, NH 03820 $17,197,100.00 B CONTINENTAL PAVING INC. ONE CONTINENTAL DR., LONDONDERRY, NH 03053 $19,215,421.82 C ALVIN J COLEMAN & SON, INC 9 NH RT 113, CONWAY, NH 03818 $19,285,855.47 D SEVERINO TRUCKING CO., INC. PO BOX 202, CANDIA, NH 03034 $19,311,052.42 E R. S. AUDLEY INC. 609 RT 3A, BOW, NH 03304 $20,793,705.80 F WEAVER BROS. CONST. CO., INC. PO BOX 1326, CONCORD, NH 03301 $21,322,232.85 G PIKE INDUSTRIES, INC. 3 EASTGATE PARK RD., BELMONT, NH 03220 $21,475,431.02 H PARK CONSTRUCTION CORP. PO BOX 600, FITZWILLIAM, NH 03447 $21,831,710.25 I SPS NEW ENGLAND, INC. 98 ELM ST., SALISBURY, MA 01952 $24,329,529.00 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 201.1 CLEARING AND GRUBBING (F) A 4.8 5,250.00 25,200.00 5,350.00 25,680.00 -480.00 201.6 CLEARING FOR FENCE LINES (F) A .2 8,000.00 1,600.00 5,250.00 1,050.00 550.00 201.8811 INVASIVE SPECIES CONTROL TYPE I A 4.39 1,800.00 7,902.00 800.00 3,512.00 4,390.00 201.8821 INVASIVE SPECIES CONTROL TYPE II A 1.43 280.00 400.40 1,200.00 1,716.00 -1,315.60 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 504. 10.80 5,443.20 12.00 6,048.00 -604.80 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 52. 360.00 18,720.00 300.00 15,600.00 3,120.00 202.7 REMOVAL OF GUARDRAIL (F) LF 11,295. 2.00 22,590.00 2.00 22,590.00 203.1 COMMON EXCAVATION CY 81,000. 2.95 238,950.00 5.00 405,000.00 -166,050.00 203.2 ROCK EXCAVATION CY 9,300. .01 93.00 18.00 167,400.00 -167,307.00 203.35 HANDLING OF EXCAVATED CONTAMINATED SOILS CY 1,100. 10.00 11,000.00 12.50 13,750.00 -2,750.00 10620K PAGE 2 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 203.4 MUCK EXCAVATION CY 50. 10.00 500.00 10.00 500.00 203.52 IMPERVIOUS MATERIAL (F) CY 910. 12.00 10,920.00 12.00 10,920.00 203.5554 GUARDRAIL 50' EAGRT PLATFORM U 7. 500.00 3,500.00 1,500.00 10,500.00 -7,000.00 203.5555 GUARDRAIL 25'EAGRT PLATFORM U 3. 500.00 1,500.00 950.00 2,850.00 -1,350.00 203.6 EMBANKMENT-IN-PLACE (F) CY 31,000. 2.10 65,100.00 3.00 93,000.00 -27,900.00 206.1 COMMON STRUCTURE EXCAVATION CY 3,200. 12.60 40,320.00 13.00 41,600.00 -1,280.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 100. 20.00 2,000.00 30.00 3,000.00 -1,000.00 206.2 ROCK STRUCTURE EXCAVATION CY 734. 30.00 22,020.00 50.00 36,700.00 -14,680.00 209.1 GRANULAR BACKFILL CY 1,230. 7.00 8,610.00 15.00 18,450.00 -9,840.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 6,252. 33.00 206,316.00 25.00 156,300.00 50,016.00 209.4 GRANULAR BACKFILL (GRAV) CY 500. 33.00 16,500.00 17.00 8,500.00 8,000.00 211.11 VIBRATION MONITORING SERVICES HR 100. 75.00 7,500.00 83.00 8,300.00 -800.00 214. FINE GRADING U 1. 100,000.00 100,000.00 50,000.00 50,000.00 50,000.00 304.101 SAND CY 23,500. 6.50 152,750.00 15.00 352,500.00 -199,750.00 304.102 ADDITIONAL SAND CY 700. 8.00 5,600.00 15.00 10,500.00 -4,900.00 304.201 GRAVEL CY 26,000. 5.00 130,000.00 17.00 442,000.00 -312,000.00 304.31 CRUSHED GRAVEL FOR SHIMMING CY 12,000. 14.00 168,000.00 20.00 240,000.00 -72,000.00 304.35 CRUSHED GRAVEL FOR DRIVES CY 900. 15.00 13,500.00 26.00 23,400.00 -9,900.00 304.401 CRUSHED STONE (FINE GRADATION) CY 15,700. 13.00 204,100.00 20.00 314,000.00 -109,900.00 304.501 CRUSHED STONE (COARSE GRADATION) CY 13,400. 13.00 174,200.00 23.00 308,200.00 -134,000.00 403.11 HOT BITUMINOUS PAVEMENT, MACHINE METHOD TON 2,400. 74.50 178,800.00 74.00 177,600.00 1,200.00 403.11001 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 1) TON 16,000. 74.50 1,192,000.00 74.00 1,184,000.00 8,000.00 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) TON 12,500. 74.50 931,250.00 74.00 925,000.00 6,250.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 720. 130.00 93,600.00 125.00 90,000.00 3,600.00 403.6 PAVEMENT JOINT ADHESIVE LF 186,600. .23 42,918.00 .50 93,300.00 -50,382.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 1" BASE COURSE (F) TON 147. 125.00 18,375.00 160.00 23,520.00 -5,145.00 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD TON 165. 80.00 13,200.00 75.00 12,375.00 825.00 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 135. 80.00 10,800.00 70.00 9,450.00 1,350.00 417. COLD PLANING BITUMINOUS SURFACES SY 5,800. 5.00 29,000.00 4.00 23,200.00 5,800.00 502.101 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 127,000.00 127,000.00 175,000.00 175,000.00 -48,000.00 502.103 REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 175,250.00 175,250.00 150,000.00 150,000.00 25,250.00 10620K PAGE 3 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 503.101 WATER DIVERSION STRUCTURE U 1. 50,000.00 50,000.00 18,000.00 18,000.00 32,000.00 503.201 COFFERDAMS U 1. 125,000.00 125,000.00 100,000.00 100,000.00 25,000.00 503.203 COFFERDAMS U 1. 125,000.00 125,000.00 150,000.00 150,000.00 -25,000.00 503.204 COFFERDAMS U 1. 125,000.00 125,000.00 70,000.00 70,000.00 55,000.00 504.1 COMMON BRIDGE EXCAVATION (F) CY 9,515. 10.00 95,150.00 11.00 104,665.00 -9,515.00 504.2 ROCK BRIDGE EXCAVATION CY 682. 30.00 20,460.00 75.00 51,150.00 -30,690.00 504.201 ROCK BRIDGE EXCAVATION (F) CY 680. 250.00 170,000.00 70.00 47,600.00 122,400.00 506.2 STEEL SHEET PILING LB 61,000. 1.35 82,350.00 1.00 61,000.00 21,350.00 508. STRUCTURAL FILL CY 321. 29.00 9,309.00 27.00 8,667.00 642.00 510.1 PILE DRIVING EQUIPMENT U 1. 25,000.00 25,000.00 35,000.00 35,000.00 -10,000.00 510.521 MOBILIZATION & DEMOBIL. OF PRESSURE INJECTED FOOTING EQUIPMENT U 1. 50,000.00 50,000.00 30,000.00 30,000.00 20,000.00 510.523 FURNISHING AND DRIVING PRESSURE INJECTED FOOTINGS EA 83. 7,500.00 622,500.00 8,000.00 664,000.00 -41,500.00 510.524 OBSTRUCTION REMOVAL FOR PRESSURE INJECTED FOOTINGS LF 50. 10.00 500.00 50.00 2,500.00 -2,000.00 510.61 FURNISHING & DRIVING STEE BEARING PILES LB 57,800. 1.00 57,800.00 .80 46,240.00 11,560.00 510.65 DRIVING-POINTS FOR STEEL BEARING PILES EA 46. 200.00 9,200.00 200.00 9,200.00 520.0021 PRECAST CONCRETE BOX CULVERT (CONCRETE CLASS AAA) (BRIDGE) U 1. 200,000.00 200,000.00 350,000.00 350,000.00 -150,000.00 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) CY 364. 300.00 109,200.00 320.00 116,480.00 -7,280.00 520.12 CONCRETE CLASS A, ABOVE FOOTINGS (F) CY 1,632. 575.00 938,400.00 500.00 816,000.00 122,400.00 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) CY 914. 250.00 228,500.00 250.00 228,500.00 520.71026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 600. 850.00 510,000.00 900.00 540,000.00 -30,000.00 520.72026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 297. 850.00 252,450.00 900.00 267,300.00 -14,850.00 520.73026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 312. 850.00 265,200.00 900.00 280,800.00 -15,600.00 520.85 CONCRETE FOR BRIDGE DECK OVERLAY WITH HIGH-RANGE WATER REDUC. ADMIX. (F) CY 9. 1,000.00 9,000.00 1,000.00 9,000.00 534.3 WATER REPELLENT (SILANE- SILOXANE) GAL 303. 100.00 30,300.00 100.00 30,300.00 536.11 EPOXY COATING FOR CONCRETE (F) SF 1,160. 10.00 11,600.00 9.00 10,440.00 1,160.00 538.1 BARRIER MEMBRANE (F) SY 203. 21.25 4,313.75 33.00 6,699.00 -2,385.25 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) SY 305. 50.00 15,250.00 50.00 15,250.00 538.5 BARRIER MEMBRANE, WELDED BY TORCH (F) SY 228. 30.00 6,840.00 25.00 5,700.00 1,140.00 10620K PAGE 4 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 538.6 BARRIER MEMBRANE, WELDED BY TORCH, MACHINE METHOD (F) SY 2,415. 25.00 60,375.00 21.00 50,715.00 9,660.00 541.1 PVC WATERSTOPS, NH TYPE 1 (F) LF 310. 5.00 1,550.00 5.00 1,550.00 541.2 PVC WATERSTOPS, NH TYPE 2 (F) LF 29. 5.00 145.00 10.00 290.00 -145.00 541.3 PVC WATERSTOPS, NH TYPE 3 (F) LF 51. 5.00 255.00 6.00 306.00 -51.00 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LF 154. 8.00 1,232.00 6.00 924.00 308.00 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LF 299. 8.00 2,392.00 6.00 1,794.00 598.00 544. REINFORCING STEEL (F) LB 197,698. 1.15 227,352.70 1.50 296,547.00 -69,194.30 544.2 REINFORCING STEEL, EPOXY COATED (F) LB 424,592. 1.20 509,510.40 1.50 636,888.00 -127,377.60 547. SHEAR CONNECTORS (F) EA 5,904. 4.00 23,616.00 3.00 17,712.00 5,904.00 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 17. 2,500.00 42,500.00 2,000.00 34,000.00 8,500.00 550.101 STRUCTURAL STEEL (F) LB 520,288. 1.70 884,489.60 1.90 988,547.20 -104,057.60 550.102 STRUCTURAL STEEL (F) LB 392,300. 1.72 674,756.00 1.90 745,370.00 -70,614.00 550.103 STRUCTURAL STEEL (F) LB 490,000. 2.23 1,092,700.00 1.90 931,000.00 161,700.00 550.2 BRIDGE SHOES (F) EA 17. 1,500.00 25,500.00 1,500.00 25,500.00 550.210 BRIDGE SHOES (F) EA 8. 4,500.00 36,000.00 3,000.00 24,000.00 12,000.00 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LF 222. 125.00 27,750.00 100.00 22,200.00 5,550.00 561.11002 PREFABRICATED EXPANSION JOINT, TYPE A (F) LF 51. 750.00 38,250.00 550.00 28,050.00 10,200.00 561.301 PREFABRICATED EXPANSION JOINT, FINGER JOINT (F) LF 35. 2,250.00 78,750.00 1,600.00 56,000.00 22,750.00 563.22 BRIDGE RAIL T2 (F) LF 573. 118.00 67,614.00 130.00 74,490.00 -6,876.00 563.223 BRIDGE RAIL T2 WITH SNOW FENCE (F) LF 150. 146.00 21,900.00 150.00 22,500.00 -600.00 565.222 BRIDGE APPROACH RAIL T2 (STEEL POSTS) (F) LF 291. 147.00 42,777.00 175.00 50,925.00 -8,148.00 565.242 BRIDGE APPROACH RAIL T4 (STEEL POSTS) (F) LF 73. 245.00 17,885.00 185.00 13,505.00 4,380.00 570.4 MORTAR RUBBLE MASONRY (F) CY 47. 475.00 22,325.00 500.00 23,500.00 -1,175.00 582.1 SLOPE PAVING WITH CONCRETE (F) SY 648. 41.00 26,568.00 90.00 58,320.00 -31,752.00 585.2 STONE FILL, CLASS B CY 500. 21.75 10,875.00 26.00 13,000.00 -2,125.00 585.21 STONE FILL, CLASS B (BRIDGE) CY 710. 21.75 15,442.50 26.00 18,460.00 -3,017.50 585.3 STONE FILL, CLASS C CY 350. 36.50 12,775.00 28.00 9,800.00 2,975.00 585.42 STONE FILL, CLASS D INTERMIXED WITH HUMUS CY 180. 23.00 4,140.00 30.00 5,400.00 -1,260.00 593.411 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN SY 1,300. 2.00 2,600.00 3.00 3,900.00 -1,300.00 593.421 GEOTEXTILE; PERM CONTROL CL.2, NON-WOVEN SY 1,230. 2.50 3,075.00 3.00 3,690.00 -615.00 603.00215 15" R.C. PIPE, 2000D LF 1,003. 28.50 28,585.50 40.00 40,120.00 -11,534.50 603.00218 18" R.C. PIPE, 2000D LF 266. 38.75 10,307.50 42.00 11,172.00 -864.50 10620K PAGE 5 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 603.00224 24" R.C. PIPE, 2000D LF 272. 47.00 12,784.00 50.00 13,600.00 -816.00 603.00230 30" R.C. PIPE, 2000D LF 307. 60.60 18,604.20 60.00 18,420.00 184.20 603.00236 36" R.C. PIPE, 2000D LF 54. 110.00 5,940.00 80.00 4,320.00 1,620.00 603.00242 42" R.C. PIPE, 2000D LF 31. 110.00 3,410.00 90.00 2,790.00 620.00 603.36112 12" ALUMINIZED STEEL END SECTION EA 1. 330.00 330.00 270.00 270.00 60.00 603.36115 15" ALUMINIZED STEEL END SECTION EA 4. 340.00 1,360.00 310.00 1,240.00 120.00 603.36118 18" ALUMINIZED STEEL END SECTION EA 4. 400.00 1,600.00 375.00 1,500.00 100.00 603.36124 24" ALUMINIZED STEEL END SECTION EA 2. 540.00 1,080.00 450.00 900.00 180.00 603.36130 30" ALUMINIZED STEEL END SECTION EA 2. 900.00 1,800.00 900.00 1,800.00 603.49018 18" PIPE FOR SLOPE DRAIN. (CONTRACTORS OPTION) LF 105. 26.00 2,730.00 35.00 3,675.00 -945.00 603.49024 24" PIPE FOR SLOPE DRAIN. (CONTRACTORS OPTION) LF 69. 34.00 2,346.00 45.00 3,105.00 -759.00 603.83212 12" PLASTIC PIPE (SMOOTH INTERIOR) LF 53. 21.25 1,126.25 28.00 1,484.00 -357.75 603.83215 15" PLASTIC PIPE (SMOOTH INTERIOR) LF 726. 22.25 16,153.50 30.00 21,780.00 -5,626.50 603.83218 18" PLASTIC PIPE (SMOOTH INTERIOR) LF 296. 26.75 7,918.00 34.00 10,064.00 -2,146.00 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 800. 33.10 26,480.00 40.00 32,000.00 -5,520.00 604.0007 POLYETHYLENE LINER EA 80. 113.00 9,040.00 175.00 14,000.00 -4,960.00 604.12 CATCH BASINS TYPE B U 72. 1,750.00 126,000.00 1,900.00 136,800.00 -10,800.00 604.125 CATCH BASINS TYPE B, 5-FOOT DIAMETER U 6.9 2,825.00 19,492.50 2,650.00 18,285.00 1,207.50 604.126 CATCH BASINS TYPE B, 6-FOOT DIAMETER U 7.3 3,600.00 26,280.00 3,500.00 25,550.00 730.00 604.127 CATCH BASINS, TYPE B, 7' DIAMETER U 3. 6,900.00 20,700.00 5,000.00 15,000.00 5,700.00 604.13 CATCH BASINS TYPE C U 4. 2,125.00 8,500.00 1,640.00 6,560.00 1,940.00 604.15 CATCH BASINS TYPE E U 9.5 2,400.00 22,800.00 2,000.00 19,000.00 3,800.00 604.155 CATCH BASINS TYPE E, 5-FOOT DIAMETER U 2.6 3,100.00 8,060.00 2,800.00 7,280.00 780.00 604.191 SPECIAL CATCH BASINS U 1.6 3,840.00 6,144.00 7,000.00 11,200.00 -5,056.00 604.4 RECONSTRUCTING/ADJUSTING CATCH BASIN & DROP INLET LF 135. .01 1.35 350.00 47,250.00 -47,248.65 604.52 RECONSTRUCTING/ADJUSTING DRAINAGE MANHOLES LF 3. 100.00 300.00 280.00 840.00 -540.00 605.515 15" PERF. CORR. POLYETHLY PIPE UND. LF 1,261. 28.75 36,253.75 25.00 31,525.00 4,728.75 605.518 18" PERF. CORR. POLYETHYL PIPE UND. LF 1,207. 24.75 29,873.25 27.00 32,589.00 -2,715.75 605.524 24" PERF. CORR. POLYETHLY PIPE UND LF 93. 37.00 3,441.00 35.00 3,255.00 186.00 605.530 30" PERF. CORR. POLYETHLY PIPE UND LF 441. 47.00 20,727.00 51.00 22,491.00 -1,764.00 605.79 UNDERDRAIN FLUSHING BASINS EA 16. 270.00 4,320.00 530.00 8,480.00 -4,160.00 10620K PAGE 6 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 605.906 6" PIPE UNDERDRAIN (CON- TRACTORS OPTION) LF 5,100. 11.50 58,650.00 13.00 66,300.00 -7,650.00 606.120 BEAM GUARDRAIL (STANDARD SECTION-STEEL POST) LF 5,672.3 20.50 116,282.15 23.00 130,462.90 -14,180.75 606.141 BEAM GUARDRAIL (CURVED W/CRT POSTS) LF 25. 23.50 587.50 22.00 550.00 37.50 606.1454 BEAM GUARDRAIL (TERM. UNIT TYPE EAGRT 50 FT.) U 7. 2,100.00 14,700.00 2,400.00 16,800.00 -2,100.00 606.1455 BEAM GUARDRAIL (TERM. UNIT EAGRT 25 FT.) U 3. 1,750.00 5,250.00 1,950.00 5,850.00 -600.00 606.147 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) U 8. 550.00 4,400.00 550.00 4,400.00 606.4129 MODIFIED CONCRETE MEDIAN BARRIER, PRECAST LF 80. 105.00 8,400.00 75.00 6,000.00 2,400.00 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LF 5,500. 4.50 24,750.00 21.00 115,500.00 -90,750.00 606.6311 SAFETY RAIL, W/GUARD, STEEL LF 114. 125.00 14,250.00 40.00 4,560.00 9,690.00 606.84 ANCHOR FOR CURVED GUARD- RAIL W/CRT POSTS U 1. 1,100.00 1,100.00 1,225.00 1,225.00 -125.00 606.91 RESETTING OR SETTING GUARDRAIL LF 670. 10.00 6,700.00 9.00 6,030.00 670.00 606.9513 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 3 U 7. 7,950.00 55,650.00 7,000.00 49,000.00 6,650.00 607.1 WOVEN WIRE FENCE LF 2,300. 4.75 10,925.00 5.00 11,500.00 -575.00 607.41 POST ASSEMBLIES FOR WOVEN WIRE FENCE EA 9. 345.47 3,109.23 250.00 2,250.00 859.23 608.12 2" BITUMINOUS SIDEWALK (F) SY 1,630. 16.00 26,080.00 12.50 20,375.00 5,705.00 608.26 6" CONCRETE SIDEWALK (F) SY 600. 35.00 21,000.00 50.00 30,000.00 -9,000.00 608.28 8" CONCRETE SIDEWALK (F) SY 160. 45.00 7,200.00 55.00 8,800.00 -1,600.00 608.54 DETECTABLE WARNING DEVICES, CAST IRON SY 14.3 315.00 4,504.50 440.00 6,292.00 -1,787.50 609.01 STRAIGHT GRANITE CURB LF 4,550. 16.00 72,800.00 16.00 72,800.00 609.02 CURVED GRANITE CURB LF 150. 24.00 3,600.00 27.50 4,125.00 -525.00 609.21 STRAIGHT GRANITE SLOPE CURB LF 9,400. 11.50 108,100.00 12.00 112,800.00 -4,700.00 609.2112 STRAIGHT GRANITE CURB 12" REVEAL LF 50. 28.50 1,425.00 100.00 5,000.00 -3,575.00 609.22 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS LF 80. 11.25 900.00 14.00 1,120.00 -220.00 609.23 CURVED GRANITE SLOPE CURB LF 6. 50.50 303.00 54.00 324.00 -21.00 609.3 STRAIGHT GRANITE CURB (BRIDGE) LF 677. 35.00 23,695.00 30.00 20,310.00 3,385.00 609.311 STRAIGHT GRANITE CURB (BRIDGE), MODIFIED LF 294. 50.00 14,700.00 44.00 12,936.00 1,764.00 609.5 RESET GRANITE CURB LF 1,000. 6.00 6,000.00 7.00 7,000.00 -1,000.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 1,950. 4.00 7,800.00 4.00 7,800.00 614.331 3" STEEL CONDUIT LF 210. 15.50 3,255.00 15.00 3,150.00 105.00 10620K PAGE 7 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 614.34299 4" 2-DUCT CONDUIT (BRIDGE) (DEPARTMENT SUPPLIED) LF 350. 10.00 3,500.00 34.00 11,900.00 -8,400.00 614.512 CONCRETE PULL BOX 18" EA 10. 310.00 3,100.00 315.00 3,150.00 -50.00 614.523 MOLDED PULL BOX 17"X30" EA 48. 300.00 14,400.00 330.00 15,840.00 -1,440.00 614.7314 3" PVC PLASTIC CONDUIT, SCHEDULE 40 LF 3,150. 6.00 18,900.00 7.00 22,050.00 -3,150.00 614.7318 3" PVC PLASTIC CONDUIT, SCHEDULE 80 LF 30. 25.00 750.00 12.00 360.00 390.00 614.7324 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 1,650. 8.00 13,200.00 12.00 19,800.00 -6,600.00 614.7328 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 320. 16.00 5,120.00 17.00 5,440.00 -320.00 614.7424 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 960. 12.00 11,520.00 10.00 9,600.00 1,920.00 614.7428 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 280. 16.10 4,508.00 11.00 3,080.00 1,428.00 615.003 REMOVING TRAFFIC SIGN U 67. 25.00 1,675.00 300.00 20,100.00 -18,425.00 615.004 RELOCATING TRAFFIC SIGN U 12. 100.00 1,200.00 525.00 6,300.00 -5,100.00 615.01 TRAFFIC SIGN TYPE A (F) SF 261. 53.00 13,833.00 47.00 12,267.00 1,566.00 615.012 TRAFFIC SIGN TYPE A, BREAKAWAY MOUNTS (F) SF 59.5 87.50 5,206.25 62.00 3,689.00 1,517.25 615.014 RELOCATING TRAFFIC SIGN, TYPE A U 2. 2,400.00 4,800.00 1,560.00 3,120.00 1,680.00 615.02 TRAFFIC SIGN TYPE B (F) SF 96.5 68.50 6,610.25 59.00 5,693.50 916.75 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) SF 331. 65.50 21,680.50 70.00 23,170.00 -1,489.50 615.03 TRAFFIC SIGN TYPE C (F) SF 399.35 40.00 15,974.00 40.00 15,974.00 615.032 TRAFFIC SIGN TYPE C, BREAKAWAY MOUNTS (F) SF 232. 105.00 24,360.00 70.00 16,240.00 8,120.00 615.04 TRAFFIC SIGN TYPE AA (F) SF 1,438.25 17.00 24,450.25 18.00 25,888.50 -1,438.25 615.06 TRAFFIC SIGN TYPE CC (F) SF 158.8 10.00 1,588.00 16.00 2,540.80 -952.80 615.10001 FULL TRAFFIC SIGN STRUCTURE U 1. 69,300.00 69,300.00 60,000.00 60,000.00 9,300.00 615.10002 FULL TRAFFIC SIGN STRUCTURE U 1. 95,000.00 95,000.00 76,500.00 76,500.00 18,500.00 615.10003 FULL TRAFFIC SIGN STRUCTURE U 1. 87,600.00 87,600.00 76,500.00 76,500.00 11,100.00 615.20001 CANTILEVER TRAFFIC SIGN STRUCTURE U 1. 31,900.00 31,900.00 30,000.00 30,000.00 1,900.00 616.101 TRAFFIC SIGNALS U 1. 85,000.00 85,000.00 86,000.00 86,000.00 -1,000.00 616.161 TRAFFIC SIGNALS (TEMP.) U 1. 8,500.00 8,500.00 12,000.00 12,000.00 -3,500.00 616.162 TRAFFIC SIGNAL (TEMP.) U 1. 9,500.00 9,500.00 12,500.00 12,500.00 -3,000.00 616.95 INSTALL TRAFFIC STUDY EQUIPMENT U 1. 1,500.00 1,500.00 1,600.00 1,600.00 -100.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 450,000.00 450,000.00 450,000.00 450,000.00 618.7 FLAGGERS HR 5,000. 26.30 131,500.00 20.00 100,000.00 31,500.00 619.1 MAINTENANCE OF TRAFFIC U 1. 100,000.00 100,000.00 150,000.00 150,000.00 -50,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 4. 1,000.00 4,000.00 16,000.00 64,000.00 -60,000.00 621.21 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR (WHITE) EA 66. 4.00 264.00 5.00 330.00 -66.00 10620K PAGE 8 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 621.22 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR (YELLOW) EA 10. 4.00 40.00 5.00 50.00 -10.00 621.31 SINGLE DELINEATOR WITH POST EA 105. 25.00 2,625.00 28.50 2,992.50 -367.50 621.321 DOUBLE DELINEATOR WITH POST (WHITE) EA 26. 30.00 780.00 39.00 1,014.00 -234.00 621.332 SINGLE DELINEATOR DOUBLE FACED WITH POST (YELLOW) EA 10. 30.00 300.00 29.00 290.00 10.00 622.1 STEEL WITNESS MARKERS EA 29. 25.00 725.00 26.00 754.00 -29.00 622.2 CONCRETE BOUNDS EA 2. 325.00 650.00 295.00 590.00 60.00 622.5 RESETTING BOUNDS EA 2. 300.00 600.00 225.00 450.00 150.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 10. 590.00 5,900.00 600.00 6,000.00 -100.00 625.52 LIGHT POLE (HIGHWAY) U 10. 1,695.00 16,950.00 2,100.00 21,000.00 -4,050.00 628.2 SAWED BITUMINOUS PAVEMENT LF 1,350. 1.00 1,350.00 1.80 2,430.00 -1,080.00 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 52,300. .09 4,707.00 .12 6,276.00 -1,569.00 632.0106 RETROREFLECTIVE PAINT PAVE. MARKING, 6" LINE LF 76,900. .14 10,766.00 .12 9,228.00 1,538.00 632.0112 RETROREFLECTIVE PAINT PAVE. MARKING, 12" LINE LF 5,500. .35 1,925.00 .20 1,100.00 825.00 632.0124 RETROREFLECTIVE PAINT PAVE. MARKING, 24" LINE LF 130. 1.35 175.50 1.70 221.00 -45.50 632.3106 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 6" LINE LF 400. 1.25 500.00 .50 200.00 300.00 632.3124 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 24" LINE LF 250. 3.15 787.50 3.00 750.00 37.50 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD SF 1,100. 3.75 4,125.00 4.20 4,620.00 -495.00 632.9104 OBLITERATE PAVEMENT MARKING, 4" LINE LF 9,900. .25 2,475.00 .35 3,465.00 -990.00 632.9106 OBLITERATE PAVEMENT MARKING, 6" LINE LF 8,600. .35 3,010.00 .40 3,440.00 -430.00 632.9124 OBLITERATE PAVEMENT MARKING, 24" LINE LF 30. 1.25 37.50 .45 13.50 24.00 643.22 FERTILIZER FOR REFERTIL- IZATION TON 5.1 725.00 3,697.50 775.00 3,952.50 -255.00 644.62 WET BASIN/MEADOW SEED LB 10. 250.00 2,500.00 9.00 90.00 2,410.00 644.82 SALT-TOLERANT GRASS SEED, TYPE 82 LB 60. 14.00 840.00 7.00 420.00 420.00 645.0001 TURBIDITY BARRIER LF 650. 16.00 10,400.00 25.00 16,250.00 -5,850.00 645.12 TEMPORARY MULCH A 3. 750.00 2,250.00 1,390.00 4,170.00 -1,920.00 645.23 CHANNEL STABILIZATION (LOW VELOCITY) SY 580. 1.85 1,073.00 1.60 928.00 145.00 645.3 EROSION STONE TON 7,500. 15.00 112,500.00 21.50 161,250.00 -48,750.00 645.51 HAY BALES FOR TEMPORARY EROSION CONTROL EA 4,150. 10.50 43,575.00 9.00 37,350.00 6,225.00 645.52 RYEGRASS FOR TEMPORARY EROSION CONTROL LB 1,050. 1.15 1,207.50 2.00 2,100.00 -892.50 10620K PAGE 9 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 645.531 SILT FENCE LF 7,000. 2.25 15,750.00 3.50 24,500.00 -8,750.00 645.532 SILT FENCE WITH SUPPORT FENCE LF 580. 3.15 1,827.00 4.50 2,610.00 -783.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 1,900.00 1,900.00 4,000.00 4,000.00 -2,100.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS HR 768. 50.00 38,400.00 55.00 42,240.00 -3,840.00 646.31 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS SY 56,550. .32 18,096.00 .40 22,620.00 -4,524.00 647.1 HUMUS CY 5,250. 15.00 78,750.00 15.00 78,750.00 647.22 HUMUS, INTERMIXED, 2" DEE CY 130. 17.75 2,307.50 17.00 2,210.00 97.50 650.2 LANDSCAPING U 1. 10,800.00 10,800.00 33,760.00 33,760.00 -22,960.00 670.101 TEMPORARY LIGHTING U 1. 2,400.00 2,400.00 10,000.00 10,000.00 -7,600.00 670.95 TEMPORARY SAFETY FENCE LF 2,000. 1.60 3,200.00 2.50 5,000.00 -1,800.00 678.2 IMPACT ATTENUATION DEVICE (TEST LEVEL 3) U 1. 27,920.00 27,920.00 20,000.00 20,000.00 7,920.00 678.201 IMPACT ATTENUATOR FOUNDATION PAD U 1. 800.00 800.00 1,000.00 1,000.00 -200.00 692. MOBILIZATION U 1. 1,087,164.02 1,087,164.02 750,000.00 750,000.00 337,164.02 698.11 FIELD OFFICE TYPE A MON 24. 1,900.00 45,600.00 1,500.00 36,000.00 9,600.00 698.2 PHYSICAL TESTING LABORATORY MON 24. 280.00 6,720.00 800.00 19,200.00 -12,480.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 150,000.00 150,000.00 150,000.00 150,000.00 1008.11 ALTERATIONS AND ADDITIONS AS NEEDED- UNANTICIPATED WORK $ 1. 70,000.00 70,000.00 70,000.00 70,000.00 1008.23 ALTERATIONS AND ADDITIONS AS NEEDED - TRAFFIC CONTROL FOR DETOUR $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 1008.53 ALTERATIONS AND ADDITIONS AS NEEDED - INVASIVE SPECIES MANAGEMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1008.8 WINTER MAINTENANCE $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1009.1 PROJECT HEALTH AND SAFETY PLAN $ 1. 2,500.00 2,500.00 2,500.00 2,500.00 1009.21 TREATMENT OR DISPOSAL OF CONTAMINATED GROUNDWATER (FRAC TANK) $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1010.15 FUEL ADJUSTMENT $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 75,000.00 75,000.00 75,000.00 75,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA ASPHALT $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 1010.43 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 $17,197,100.00 $18,518,407.40 -1,321,307.40