THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: ROCHESTER 10620J COUNTIES AND CODES: STRAFFORD 017 DATE BIDS OPEN: OCTOBER 13, 2010 SCOPE OF WORK: BRIDGE AND ROADWAY REHABILITATION LOCATION: SPAULDING TURNPIKE (NH ROUTE 16) COMPLETION DATE: OCTOBER 25, 2013 A R. S. AUDLEY, INC. 609 RT 3A, BOW, NH 03304 $11,988,842.30 B S U R CONSTRUCTION, INC. 233 CHESTNUT HILL ROAD, ROCHESTER, NH 03867 $12,018,898.00 C ALVIN J. COLEMAN & SON INC. 9 NH ROUTE 113, CONWAY, NH 03818 $12,110,751.40 D SEVERINO TRUCKING CO. INC. PO BOX 202, CANDIA, NH 03034 $12,486,246.11 E PIKE INDUSTRIES, INC. 3 EASTGATE PARK RD., BELMONT, NH 03220 $13,445,685.65 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) A 8. 2,500.00 20,000.00 7,500.00 60,000.00 6,770.00 54,160.00 201.6 CLEARING FOR FENCE LINES (F) A 1. 1,500.00 1,500.00 300.00 300.00 1,565.00 1,565.00 201.881 INVASIVE SPECIES CONTROL TYPE I SY 1,220. 4.00 4,880.00 1.20 1,464.00 4.15 5,063.00 201.882 INVASIVE SPECIES CONTROL TYPE II SY 440. 4.00 1,760.00 5.30 2,332.00 3.15 1,386.00 202.31 FILL ABANDONED PIPE CY 260. 165.00 42,900.00 165.00 42,900.00 10.00 2,600.00 202.32 FILL& ABANDONED STRUCTURE CY 105. 135.00 14,175.00 115.00 12,075.00 10.00 1,050.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 1,350. 10.00 13,500.00 8.20 11,070.00 10.10 13,635.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 9. 250.00 2,250.00 300.00 2,700.00 253.00 2,277.00 202.7 REMOVAL OF GUARDRAIL LF 4,450. 1.30 5,785.00 1.50 6,675.00 1.20 5,340.00 203.1 COMMON EXCAVATION CY 78,850. 4.25 335,112.50 4.20 331,170.00 4.30 339,055.00 203.2 ROCK EXCAVATION CY 7,450. 12.00 89,400.00 4.20 31,290.00 12.20 90,890.00 203.4 MUCK EXCAVATION CY 200. 20.00 4,000.00 3.00 600.00 14.20 2,840.00 203.5554 GUARDRAIL 50' EAGRT PLATFORM U 2. 1,000.00 2,000.00 750.00 1,500.00 708.50 1,417.00 203.5555 GUARDRAIL 25'EAGRT PLATFORM U 1. 900.00 900.00 750.00 750.00 506.00 506.00 203.6 EMBANKMENT-IN-PLACE (F) CY 119,900. 4.25 509,575.00 4.50 539,550.00 5.30 635,470.00 206.1 COMMON STRUCTURE EXCAVATION CY 130. 11.50 1,495.00 7.50 975.00 20.20 2,626.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 25. 40.00 1,000.00 15.00 375.00 20.20 505.00 10620J PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 206.2 ROCK STRUCTURE EXCAVATION CY 1,550. 40.00 62,000.00 45.00 69,750.00 12.00 18,600.00 209.1 GRANULAR BACKFILL CY 755. 19.00 14,345.00 7.50 5,662.50 18.30 13,816.50 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 2,600. 20.00 52,000.00 16.00 41,600.00 20.90 54,340.00 214. FINE GRADING U 1. 105,000.00 105,000.00 100,000.00 100,000.00 89,100.00 89,100.00 304.1 SAND (F) CY 23,500. 10.00 235,000.00 3.75 88,125.00 10.40 244,400.00 304.101 SAND CY 6,950. 10.00 69,500.00 3.75 26,062.50 10.40 72,280.00 304.102 ADDITIONAL SAND (F) CY 3,050. 10.00 30,500.00 3.75 11,437.50 10.40 31,720.00 304.2 GRAVEL (F) CY 24,950. 10.00 249,500.00 4.50 112,275.00 13.30 331,835.00 304.201 GRAVEL CY 7,600. 10.00 76,000.00 4.50 34,200.00 13.30 101,080.00 304.3 CRUSHED GRAVEL (F) CY 750. 18.00 13,500.00 33.70 25,275.00 24.50 18,375.00 304.4 CRUSHED STONE (FINE GRADATION) (F) CY 12,200. 18.00 219,600.00 18.55 226,310.00 16.70 203,740.00 304.401 CRUSHED STONE (FINE GRADATION) CY 6,200. 18.00 111,600.00 18.55 115,010.00 16.70 103,540.00 304.5 CRUSHED STONE (COARSE GRADATION) (F) CY 10,150. 18.00 182,700.00 18.55 188,282.50 16.70 169,505.00 304.501 CRUSHED STONE (COARSE GRADATION) CY 4,300. 18.00 77,400.00 18.55 79,765.00 16.70 71,810.00 403.11001 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 1) TON 22,750. 57.00 1,296,750.00 61.50 1,399,125.00 61.50 1,399,125.00 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) TON 6,000. 57.00 342,000.00 61.50 369,000.00 61.50 369,000.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 275. 95.00 26,125.00 110.00 30,250.00 110.00 30,250.00 403.4 MATERIALS TRANSFER VEHICLE (MTV) TON 25,800. 1.25 32,250.00 1.25 32,250.00 1.25 32,250.00 403.6 PAVEMENT JOINT ADHESIVE LF 138,600. .25 34,650.00 .26 36,036.00 .25 34,650.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 1" BASE COURSE (F) TON 90. 120.00 10,800.00 150.00 13,500.00 150.00 13,500.00 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD TON 320. 58.50 18,720.00 65.00 20,800.00 65.00 20,800.00 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 3,000. 58.50 175,500.00 65.00 195,000.00 65.00 195,000.00 417. COLD PLANING BITUMINOUS SURFACES SY 27,000. 1.75 47,250.00 1.25 33,750.00 1.25 33,750.00 502. REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 148,000.00 148,000.00 90,000.00 90,000.00 120,000.00 120,000.00 503.201 COFFERDAMS U 1. 96,000.00 96,000.00 25,000.00 25,000.00 93,800.00 93,800.00 504.1 COMMON BRIDGE EXCAVATION (F) CY 1,960. 12.00 23,520.00 6.90 13,524.00 9.80 19,208.00 504.2 ROCK BRIDGE EXCAVATION CY 200. 60.00 12,000.00 6.90 1,380.00 5.05 1,010.00 508. STRUCTURAL FILL CY 276. 28.00 7,728.00 27.00 7,452.00 29.60 8,169.60 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) CY 360. 250.00 90,000.00 200.00 72,000.00 174.00 62,640.00 520.12 CONCRETE CLASS A, ABOVE FOOTINGS (F) CY 720. 500.00 360,000.00 440.00 316,800.00 428.50 308,520.00 10620J PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 520.2 CONCRETE CLASS B CY 65. 350.00 22,750.00 350.00 22,750.00 260.50 16,932.50 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) CY 410. 280.00 114,800.00 250.00 102,500.00 314.50 128,945.00 520.70026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 510. 840.00 428,400.00 750.00 382,500.00 782.00 398,820.00 534.3 WATER REPELLENT (SILANE/ SILOXANE) GAL 125. 75.00 9,375.00 75.00 9,375.00 78.20 9,775.00 538.2 BARRIER MEMBRANE, PEEL AN STICK - VERTICAL SURFACE (F) SY 150. 40.00 6,000.00 50.00 7,500.00 39.10 5,865.00 538.6 BARRIER MEMBRANE, HEAT WELDED - MACHINE METHOD (F) SY 1,600. 16.00 25,600.00 25.00 40,000.00 17.70 28,320.00 541.2 PVC WATERSTOPS, NH TYPE 2 (F) LF 15. 5.00 75.00 5.00 75.00 10.40 156.00 541.3 PVC WATERSTOPS, NH TYPE 3 (F) LF 50. 6.00 300.00 5.00 250.00 10.40 520.00 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LF 110. 8.00 880.00 10.00 1,100.00 10.40 1,144.00 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LF 275. 7.00 1,925.00 10.00 2,750.00 10.40 2,860.00 544. REINFORCING STEEL (F) LB 99,921. 1.30 129,897.30 1.00 99,921.00 .95 94,924.95 544.1 REINFORCING STEEL (ROADWAY) LB 3,350. 1.50 5,025.00 1.25 4,187.50 1.30 4,355.00 544.2 REINFORCING STEEL, EPOXY COATED (F) LB 219,608. 1.00 219,608.00 1.00 219,608.00 1.00 219,608.00 544.7 SYNTHETIC FIBER REINFORCEMENT (F) LB 2,520. 6.00 15,120.00 6.00 15,120.00 5.45 13,734.00 547. SHEAR CONNECTORS (F) EA 6,656. 4.50 29,952.00 4.00 26,624.00 3.65 24,294.40 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 16. 1,700.00 27,200.00 1,500.00 24,000.00 1,565.00 25,040.00 550.1 STRUCTURAL STEEL (F) LB 474,000. 1.18 559,320.00 1.50 711,000.00 1.25 592,500.00 550.2 BRIDGE SHOES (F) EA 16. 1,000.00 16,000.00 1,250.00 20,000.00 1,305.00 20,880.00 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LF 260. 100.00 26,000.00 112.00 29,120.00 116.50 30,290.00 562.1 SILICONE JOINT SEALANT (F LF 300. 10.00 3,000.00 20.00 6,000.00 20.80 6,240.00 563.223 BRIDGE RAIL T2 WITH SNOW SCREENING (F) LF 219. 145.00 31,755.00 148.00 32,412.00 149.00 32,631.00 565.222 BRIDGE APPROACH RAIL T2 (STEEL POSTS) (F) U 4. 3,500.00 14,000.00 3,765.00 15,060.00 3,925.00 15,700.00 570.4 MORTAR RUBBLE MASONRY (F) CY 25. 400.00 10,000.00 500.00 12,500.00 417.00 10,425.00 582.1 SLOPE PAVING WITH CONCRETE (F) SY 660. 38.00 25,080.00 35.00 23,100.00 29.20 19,272.00 585.2 STONE FILL, CLASS B CY 17. 32.00 544.00 15.00 255.00 50.60 860.20 585.3 STONE FILL, CLASS C CY 110. 37.00 4,070.00 15.00 1,650.00 40.50 4,455.00 593.431 GEOTEXTILE; PERM CONTROL CL.3, NON-WOVEN SY 505. 4.00 2,020.00 1.00 505.00 4.05 2,045.25 603.00215 15" R.C. PIPE, 2000D LF 4,650. 31.00 144,150.00 24.50 113,925.00 31.10 144,615.00 603.00218 18" R.C. PIPE, 2000D LF 1,400. 35.00 49,000.00 28.00 39,200.00 35.40 49,560.00 603.00224 24" R.C. PIPE, 2000D LF 525. 48.00 25,200.00 49.00 25,725.00 43.70 22,942.50 10620J PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 603.00230 30" R.C. PIPE, 2000D LF 75. 75.00 5,625.00 50.50 3,787.50 63.00 4,725.00 603.00242 42" R.C. PIPE, 2000D LF 14. 125.00 1,750.00 105.50 1,477.00 97.40 1,363.60 603.30118 18" R.C. END SECTIONS EA 2. 475.00 950.00 467.00 934.00 543.00 1,086.00 603.30124 24" R.C. END SECTIONS EA 1. 575.00 575.00 579.00 579.00 657.50 657.50 603.36115 15" ALUMINIZED STEEL END SECTION EA 8. 200.00 1,600.00 210.50 1,684.00 253.00 2,024.00 603.36118 18" ALUMINIZED STEEL END SECTION EA 3. 250.00 750.00 274.00 822.00 333.50 1,000.50 603.36124 24" ALUMINIZED STEEL END SECTION EA 2. 350.00 700.00 412.00 824.00 427.50 855.00 603.44015 15" CORRUGATED POLYETHLENE PIPE FOR SLOPE DRAIN LF 285. 30.00 8,550.00 22.00 6,270.00 30.50 8,692.50 603.44018 18" CORRUGATED POLYETHLENE PIPE FOR SLOPE DRAIN LF 56. 34.00 1,904.00 27.00 1,512.00 33.60 1,881.60 603.83215 15" PLASTIC PIPE (SMOOTH INTERIOR) LF 825. 28.00 23,100.00 20.00 16,500.00 21.60 17,820.00 603.83218 18" PLASTIC PIPE (SMOOTH INTERIOR) LF 855. 31.00 26,505.00 23.00 19,665.00 24.80 21,204.00 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 470. 39.00 18,330.00 28.50 13,395.00 32.00 15,040.00 604.0007 POLYETHYLENE LINER EA 73. 225.00 16,425.00 100.00 7,300.00 142.50 10,402.50 604.11 CATCH BASINS TYPE A U 70. 1,900.00 133,000.00 2,000.00 140,000.00 1,460.00 102,200.00 604.12 CATCH BASINS TYPE B U 9. 1,850.00 16,650.00 1,650.00 14,850.00 1,670.00 15,030.00 604.15 CATCH BASINS TYPE E U 18. 1,950.00 35,100.00 2,100.00 37,800.00 1,670.00 30,060.00 604.32 DRAINAGE MANHOLES U 3. 1,900.00 5,700.00 885.00 2,655.00 1,695.00 5,085.00 604.391 SPECIAL MANHOLES U 1. 3,500.00 3,500.00 2,800.00 2,800.00 2,875.00 2,875.00 604.392 SPECIAL MANHOLES U 1. 3,500.00 3,500.00 2,800.00 2,800.00 2,875.00 2,875.00 605.506 6" PERF. CORR. POLYETHYL PIPE UND. LF 5,450. 14.00 76,300.00 10.00 54,500.00 10.70 58,315.00 605.515 15" PERF. CORR. POLYETHLY PIPE UND. LF 955. 24.00 22,920.00 21.00 20,055.00 20.70 19,768.50 605.79 UNDERDRAIN FLUSHING BASINS EA 17. 250.00 4,250.00 260.00 4,420.00 361.00 6,137.00 606.120 BEAM GUARDRAIL (STANDARD SECTION) (STEEL POST) LF 4,050. 16.00 64,800.00 16.40 66,420.00 17.10 69,255.00 606.1454 BEAM GUARDRAIL (TERM. UNIT TYPE EAGRT 50 FT.) U 2. 2,000.00 4,000.00 2,000.00 4,000.00 2,085.00 4,170.00 606.1455 BEAM GUARDRAIL (TERM. UNIT EAGRT 25 FT.) U 1. 2,000.00 2,000.00 1,800.00 1,800.00 1,875.00 1,875.00 606.147 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) U 1. 425.00 425.00 550.00 550.00 573.00 573.00 606.21203 DOUBLE-FACED STEEL BEAM GUARDRAIL (GALV) THRIE BEAM (STEEL POSTS) LF 705. 31.50 22,207.50 37.00 26,085.00 38.60 27,213.00 606.3223 DOUBLE FACED TRANSITION RAIL, STEEL POST (SINGLE SLOPE BARRIER) U 1. 4,150.00 4,150.00 4,200.00 4,200.00 4,375.00 4,375.00 606.41231 TRANSITION SINGLE SLOPE CONCRETE BARRIER, PRECAS U 2. 2,200.00 4,400.00 2,235.00 4,470.00 4,690.00 9,380.00 10620J PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 606.413 SINGLE SLOPE CONCRETE MEDIAN BARRIER, PRECAST LF 4,550. 64.00 291,200.00 75.00 341,250.00 65.25 296,887.50 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LF 13,400. 18.00 241,200.00 9.00 120,600.00 10.00 134,000.00 606.4175 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL ANCHORED LF 220. 30.00 6,600.00 40.00 8,800.00 40.50 8,910.00 606.9512 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 2 U 3. 3,400.00 10,200.00 4,450.00 13,350.00 4,640.00 13,920.00 606.9513 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 3 U 6. 4,500.00 27,000.00 6,950.00 41,700.00 7,245.00 43,470.00 607.1 WOVEN WIRE FENCE LF 2,700. 5.75 15,525.00 5.20 14,040.00 6.15 16,605.00 607.41 POST ASSEMBLIES FOR WOVEN WIRE FENCE EA 8. 145.00 1,160.00 330.00 2,640.00 156.50 1,252.00 608.26 6" CONCRETE SIDEWALK (F) SY 2,650. 36.00 95,400.00 30.00 79,500.00 28.10 74,465.00 608.28 8" CONCRETE SIDEWALK (F) SY 145. 44.00 6,380.00 38.00 5,510.00 46.90 6,800.50 609.01 STRAIGHT GRANITE CURB LF 1,100. 15.00 16,500.00 15.00 16,500.00 15.10 16,610.00 609.21 STRAIGHT GRANITE SLOPE CURB LF 5,050. 10.00 50,500.00 10.50 53,025.00 11.00 55,550.00 609.216 STRAIGHT GRANITE SLOPE CURB 6" HIGH LF 3,750. 12.50 46,875.00 12.75 47,812.50 12.00 45,000.00 609.22 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS LF 53. 11.00 583.00 10.50 556.50 11.00 583.00 609.226 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS, 6" HIGH LF 66. 12.00 792.00 12.75 841.50 12.00 792.00 609.23 CURVED GRANITE SLOPE CURB LF 10. 50.00 500.00 50.00 500.00 54.20 542.00 609.5 RESET GRANITE CURB LF 8,500. 5.00 42,500.00 4.95 42,075.00 4.95 42,075.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 2,800. 3.50 9,800.00 3.50 9,800.00 3.85 10,780.00 614.331 3" STEEL CONDUIT LF 445. 15.00 6,675.00 16.00 7,120.00 15.60 6,942.00 614.341 4" STEEL CONDUIT LF 155. 20.00 3,100.00 20.00 3,100.00 21.90 3,394.50 614.511 CONCRETE PULL BOX 14" EA 2. 350.00 700.00 300.00 600.00 312.50 625.00 614.5181 CONCRETE FIBER OPTIC PULL BOX 36"X31"X23" EA 9. 1,800.00 16,200.00 710.00 6,390.00 1,930.00 17,370.00 614.523 MOLDED PULL BOX 17"X30" EA 24. 300.00 7,200.00 360.00 8,640.00 312.50 7,500.00 614.642 4" 2-DUCT HDPE CONDUIT LF 3,450. 14.00 48,300.00 13.00 44,850.00 17.50 60,375.00 614.7314 3" PVC PLASTIC CONDUIT, SCHEDULE 40 LF 4,550. 6.00 27,300.00 7.00 31,850.00 6.80 30,940.00 614.7318 3" PVC PLASTIC CONDUIT, SCHEDULE 80 LF 305. 9.00 2,745.00 14.00 4,270.00 9.40 2,867.00 614.7324 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 780. 12.00 9,360.00 16.00 12,480.00 7.80 6,084.00 614.74280 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 155. 10.00 1,550.00 24.00 3,720.00 10.40 1,612.00 615.003 REMOVING TRAFFIC SIGN U 81. 45.00 3,645.00 50.00 4,050.00 52.10 4,220.10 10620J PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 615.01 TRAFFIC SIGN TYPE A (F) SF 259. 60.00 15,540.00 65.00 16,835.00 67.70 17,534.30 615.012 TRAFFIC SIGN TYPE A, BREAKAWAY MOUNTS (F) SF 401. 78.00 31,278.00 75.00 30,075.00 78.20 31,358.20 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) SF 431.5 78.00 33,657.00 82.00 35,383.00 85.50 36,893.25 615.024 RELOCATING TRAFFIC SIGN, TYPE B U 13. 1,400.00 18,200.00 1,500.00 19,500.00 1,565.00 20,345.00 615.03 TRAFFIC SIGN TYPE C (F) SF 320.5 35.00 11,217.50 40.00 12,820.00 41.70 13,364.85 615.032 TRAFFIC SIGN TYPE C, BREAKAWAY MOUNTS (F) SF 76. 65.00 4,940.00 70.00 5,320.00 73.00 5,548.00 615.04 TRAFFIC SIGN TYPE AA (F) SF 1,363. 15.00 20,445.00 18.00 24,534.00 18.80 25,624.40 615.05 TRAFFIC SIGN TYPE BB (F) SF 25. 12.00 300.00 15.00 375.00 15.60 390.00 615.06 TRAFFIC SIGN TYPE CC (F) SF 98.5 10.00 985.00 10.00 985.00 10.40 1,024.40 615.10001 FULL TRAFFIC SIGN STRUCTURE U 1. 68,000.00 68,000.00 72,000.00 72,000.00 75,000.00 75,000.00 615.10002 FULL TRAFFIC SIGN STRUCTURE U 1. 68,000.00 68,000.00 73,000.00 73,000.00 76,100.00 76,100.00 615.10301 REMOVING FULL TRAFFIC SIGN STRUCTURE U 1. 4,500.00 4,500.00 2,500.00 2,500.00 4,170.00 4,170.00 615.30001 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 11,000.00 11,000.00 10,000.00 10,000.00 12,000.00 12,000.00 615.30002 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 9,500.00 9,500.00 10,000.00 10,000.00 10,400.00 10,400.00 615.30003 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 9,500.00 9,500.00 10,000.00 10,000.00 10,400.00 10,400.00 615.30004 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 9,500.00 9,500.00 10,000.00 10,000.00 10,400.00 10,400.00 615.30005 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 9,500.00 9,500.00 10,000.00 10,000.00 10,400.00 10,400.00 615.30006 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 9,500.00 9,500.00 10,000.00 10,000.00 10,400.00 10,400.00 615.30007 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 9,500.00 9,500.00 10,000.00 10,000.00 10,400.00 10,400.00 615.30008 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 9,500.00 9,500.00 10,000.00 10,000.00 10,400.00 10,400.00 616.95 INSTALL TRAFFIC EQUIPMENT U 1. 8,000.00 8,000.00 9,650.00 9,650.00 8,335.00 8,335.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 500,000.00 500,000.00 500,000.00 500,000.00 500,000.00 500,000.00 618.7 FLAGGERS HR 10,000. 12.00 120,000.00 15.34 153,400.00 9.00 90,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 82,000.00 82,000.00 100,000.00 100,000.00 140,000.00 140,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 6. 8,000.00 48,000.00 2,250.00 13,500.00 5,060.00 30,360.00 621.1 RETROREFLECTIVE MEDIAN BARRIER DELINEATOR EA 37. 17.00 629.00 17.50 647.50 18.20 673.40 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 61. 4.00 244.00 4.00 244.00 4.15 253.15 621.31 SINGLE DELINEATOR WITH POST EA 176. 25.00 4,400.00 32.00 5,632.00 33.40 5,878.40 621.32 DOUBLE DELINEATOR WITH POST EA 26. 30.00 780.00 35.00 910.00 36.50 949.00 10620J PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 621.33 SINGLE DELINEATOR DOUBLE FACED WITH POST EA 16. 30.00 480.00 35.00 560.00 36.50 584.00 622.1 STEEL WITNESS MARKERS EA 45. 25.00 1,125.00 25.00 1,125.00 26.10 1,174.50 622.2 CONCRETE BOUNDS EA 6. 325.00 1,950.00 200.00 1,200.00 338.50 2,031.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 9. 600.00 5,400.00 900.00 8,100.00 625.50 5,629.50 625.62 RESET LIGHT POLE EA 6. 500.00 3,000.00 790.00 4,740.00 495.00 2,970.00 625.63 RESET LIGHT POLE (NO BREAK-AWAY BASE) EA 3. 500.00 1,500.00 560.00 1,680.00 495.00 1,485.00 628.2 SAWED BITUMINOUS PAVEMENT LF 10,500. .70 7,350.00 1.00 10,500.00 1.30 13,650.00 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 8,050. .10 805.00 .10 805.00 .10 805.00 632.0106 RETROREFLECTIVE PAINT PAVE. MARKING, 6" LINE LF 199,400. .10 19,940.00 .12 23,928.00 .10 19,940.00 632.3106 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 6" LINE LF 2,200. .62 1,364.00 .60 1,320.00 .65 1,430.00 632.3112 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 12" LINE LF 4,550. 1.38 6,279.00 1.40 6,370.00 1.45 6,597.50 632.3118 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 18" LINE LF 37. 2.00 74.00 1.95 72.15 2.05 75.85 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD SF 120. 3.65 438.00 3.85 462.00 4.00 480.00 632.9106 OBLITERATE PAVEMENT MARKING, 6" LINE LF 26,150. .42 10,983.00 .40 10,460.00 .40 10,460.00 645.3 EROSION STONE TON 5,000. 24.00 120,000.00 18.00 90,000.00 19.20 96,000.00 645.44 TEMPORARY SLOPE STABILIZATION TYPE D (WILDLIFE FRIENDLY) SY 85,850. 1.18 101,303.00 1.25 107,312.50 .45 38,632.50 645.45 PERMANENT CHANNEL STABILIZATION TYPE A SY 1,350. 2.50 3,375.00 3.20 4,320.00 3.35 4,522.50 645.531 SILT FENCE LF 7,500. 2.50 18,750.00 3.50 26,250.00 10.10 75,750.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 2,700.00 2,700.00 1,700.00 1,700.00 3,650.00 3,650.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS HR 1,000. 45.00 45,000.00 51.00 51,000.00 62.50 62,500.00 646.31 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS SY 87,200. .35 30,520.00 .36 31,392.00 .35 30,520.00 647.1 HUMUS CY 9,550. 14.35 137,042.50 12.00 114,600.00 9.05 86,427.50 647.22 HUMUS, INTERMIXED, 2" DEE CY 75. 21.00 1,575.00 15.00 1,125.00 30.40 2,280.00 670.0451 CONSTRUCT AND REMOVE DETOUR U 1. 8,500.00 8,500.00 20,000.00 20,000.00 11,400.00 11,400.00 670.0461 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1. 75,000.00 75,000.00 110,000.00 110,000.00 209,000.00 209,000.00 670.0462 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1. 12,500.00 12,500.00 6,000.00 6,000.00 15,600.00 15,600.00 670.0463 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1. 12,500.00 12,500.00 5,000.00 5,000.00 10,100.00 10,100.00 10620J PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 670.0464 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1. 1,200.00 1,200.00 200.00 200.00 796.00 796.00 670.101 TEMPORARY LIGHTING U 1. 2,800.00 2,800.00 2,700.00 2,700.00 12,500.00 12,500.00 670.104 TEMPORARY PORTABLE LIGHTING U 5. 5,000.00 25,000.00 17,100.00 85,500.00 1,565.00 7,825.00 670.95 TEMPORARY SAFETY FENCE LF 4,100. 4.00 16,400.00 2.00 8,200.00 5.20 21,320.00 678.2 IMPACT ATTENUATION DEVICE (TEST LEVEL 3) U 1. 22,500.00 22,500.00 25,490.00 25,490.00 29,200.00 29,200.00 678.201 IMPACT ATTENUATOR FOUNDATION PAD U 1. 1,500.00 1,500.00 900.00 900.00 2,085.00 2,085.00 692. MOBILIZATION U 1. 550,000.00 550,000.00 1,044,990.35 1,044,990.35 500,000.00 500,000.00 698.11 FIELD OFFICE TYPE A MON 38. 1,700.00 64,600.00 1,000.00 38,000.00 2,025.00 76,950.00 698.2 PHYSICAL TESTING LABORATORY MON 38. 800.00 30,400.00 100.00 3,800.00 1,520.00 57,760.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 400,000.00 400,000.00 400,000.00 400,000.00 400,000.00 400,000.00 1008.1201 ALTERATION AND ADDITIONS AS NEEDED - RELOCATION OF PLANT MATERIALS $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 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 1008.8 ALTERATIONS AND ADDITIONS AS NEEDED - WINTER MAINTENANCE $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 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. 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA ASPHALT $ 1. 120,000.00 120,000.00 120,000.00 120,000.00 120,000.00 120,000.00 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 $11,988,842.30 $12,018,898.00 $12,110,751.40 THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: ROCHESTER 10620J COUNTIES AND CODES: STRAFFORD 017 DATE BIDS OPEN: OCTOBER 13, 2010 SCOPE OF WORK: BRIDGE AND ROADWAY REHABILITATION LOCATION: SPAULDING TURNPIKE (NH ROUTE 16) COMPLETION DATE: OCTOBER 25, 2013 A R. S. AUDLEY, INC. 609 RT 3A, BOW, NH 03304 $11,988,842.30 B S U R CONSTRUCTION, INC. 233 CHESTNUT HILL ROAD, ROCHESTER, NH 03867 $12,018,898.00 C ALVIN J. COLEMAN & SON INC. 9 NH ROUTE 113, CONWAY, NH 03818 $12,110,751.40 D SEVERINO TRUCKING CO. INC. PO BOX 202, CANDIA, NH 03034 $12,486,246.11 E PIKE INDUSTRIES, INC. 3 EASTGATE PARK RD., BELMONT, NH 03220 $13,445,685.65 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) A 8. 4,000.00 32,000.00 6,000.00 48,000.00 201.6 CLEARING FOR FENCE LINES (F) A 1. 2,500.00 2,500.00 10,000.00 10,000.00 201.881 INVASIVE SPECIES CONTROL TYPE I SY 1,220. 1.00 1,220.00 3.00 3,660.00 201.882 INVASIVE SPECIES CONTROL TYPE II SY 440. 2.00 880.00 3.00 1,320.00 202.31 FILL ABANDONED PIPE CY 260. 180.00 46,800.00 190.00 49,400.00 202.32 FILL& ABANDONED STRUCTURE CY 105. 150.00 15,750.00 250.00 26,250.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 1,350. 6.00 8,100.00 12.00 16,200.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 9. 500.00 4,500.00 300.00 2,700.00 202.7 REMOVAL OF GUARDRAIL LF 4,450. 2.00 8,900.00 1.50 6,675.00 203.1 COMMON EXCAVATION CY 78,850. 3.75 295,687.50 4.50 354,825.00 203.2 ROCK EXCAVATION CY 7,450. 11.00 81,950.00 25.00 186,250.00 203.4 MUCK EXCAVATION CY 200. 15.00 3,000.00 25.00 5,000.00 203.5554 GUARDRAIL 50' EAGRT PLATFORM U 2. 1,350.00 2,700.00 1,250.00 2,500.00 203.5555 GUARDRAIL 25'EAGRT PLATFORM U 1. 1,000.00 1,000.00 900.00 900.00 203.6 EMBANKMENT-IN-PLACE (F) CY 119,900. 5.00 599,500.00 4.50 539,550.00 206.1 COMMON STRUCTURE EXCAVATION CY 130. 15.00 1,950.00 20.00 2,600.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 25. 75.00 1,875.00 100.00 2,500.00 10620J PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 206.2 ROCK STRUCTURE EXCAVATION CY 1,550. 30.00 46,500.00 65.00 100,750.00 209.1 GRANULAR BACKFILL CY 755. 20.00 15,100.00 20.00 15,100.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 2,600. 27.00 70,200.00 20.00 52,000.00 214. FINE GRADING U 1. 125,000.00 125,000.00 119,000.00 119,000.00 304.1 SAND (F) CY 23,500. 11.00 258,500.00 10.00 235,000.00 304.101 SAND CY 6,950. 11.00 76,450.00 10.00 69,500.00 304.102 ADDITIONAL SAND (F) CY 3,050. 11.00 33,550.00 10.00 30,500.00 304.2 GRAVEL (F) CY 24,950. 14.00 349,300.00 12.25 305,637.50 304.201 GRAVEL CY 7,600. 14.00 106,400.00 12.25 93,100.00 304.3 CRUSHED GRAVEL (F) CY 750. 17.00 12,750.00 25.00 18,750.00 304.4 CRUSHED STONE (FINE GRADATION) (F) CY 12,200. 17.00 207,400.00 16.75 204,350.00 304.401 CRUSHED STONE (FINE GRADATION) CY 6,200. 17.00 105,400.00 16.75 103,850.00 304.5 CRUSHED STONE (COARSE GRADATION) (F) CY 10,150. 17.00 172,550.00 16.75 170,012.50 304.501 CRUSHED STONE (COARSE GRADATION) CY 4,300. 17.00 73,100.00 16.75 72,025.00 403.11001 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 1) TON 22,750. 62.00 1,410,500.00 59.85 1,361,587.50 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) TON 6,000. 62.00 372,000.00 63.15 378,900.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 275. 125.00 34,375.00 120.00 33,000.00 403.4 MATERIALS TRANSFER VEHICLE (MTV) TON 25,800. 1.25 32,250.00 1.25 32,250.00 403.6 PAVEMENT JOINT ADHESIVE LF 138,600. .26 36,036.00 .30 41,580.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 1" BASE COURSE (F) TON 90. 150.00 13,500.00 165.00 14,850.00 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD TON 320. 75.00 24,000.00 72.50 23,200.00 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 3,000. 70.00 210,000.00 60.00 180,000.00 417. COLD PLANING BITUMINOUS SURFACES SY 27,000. 2.00 54,000.00 2.00 54,000.00 502. REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 110,000.00 110,000.00 128,500.00 128,500.00 503.201 COFFERDAMS U 1. 116,200.00 116,200.00 25,000.00 25,000.00 504.1 COMMON BRIDGE EXCAVATION (F) CY 1,960. 6.00 11,760.00 12.50 24,500.00 504.2 ROCK BRIDGE EXCAVATION CY 200. 50.00 10,000.00 75.00 15,000.00 508. STRUCTURAL FILL CY 276. 35.00 9,660.00 35.00 9,660.00 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) CY 360. 253.00 91,080.00 250.00 90,000.00 520.12 CONCRETE CLASS A, ABOVE FOOTINGS (F) CY 720. 445.00 320,400.00 450.00 324,000.00 10620J PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 520.2 CONCRETE CLASS B CY 65. 322.00 20,930.00 350.00 22,750.00 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) CY 410. 217.00 88,970.00 250.00 102,500.00 520.70026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 510. 750.00 382,500.00 750.00 382,500.00 534.3 WATER REPELLENT (SILANE/ SILOXANE) GAL 125. 100.00 12,500.00 75.00 9,375.00 538.2 BARRIER MEMBRANE, PEEL AN STICK - VERTICAL SURFACE (F) SY 150. 45.00 6,750.00 50.00 7,500.00 538.6 BARRIER MEMBRANE, HEAT WELDED - MACHINE METHOD (F) SY 1,600. 17.00 27,200.00 25.00 40,000.00 541.2 PVC WATERSTOPS, NH TYPE 2 (F) LF 15. 10.00 150.00 5.00 75.00 541.3 PVC WATERSTOPS, NH TYPE 3 (F) LF 50. 10.00 500.00 5.00 250.00 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LF 110. 10.00 1,100.00 10.00 1,100.00 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LF 275. 10.00 2,750.00 10.00 2,750.00 544. REINFORCING STEEL (F) LB 99,921. .91 90,928.11 1.10 109,913.10 544.1 REINFORCING STEEL (ROADWAY) LB 3,350. .86 2,881.00 1.40 4,690.00 544.2 REINFORCING STEEL, EPOXY COATED (F) LB 219,608. .95 208,627.60 1.10 241,568.80 544.7 SYNTHETIC FIBER REINFORCEMENT (F) LB 2,520. 7.00 17,640.00 6.10 15,372.00 547. SHEAR CONNECTORS (F) EA 6,656. 4.60 30,617.60 4.00 26,624.00 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 16. 1,600.00 25,600.00 1,500.00 24,000.00 550.1 STRUCTURAL STEEL (F) LB 474,000. 1.34 635,160.00 1.50 711,000.00 550.2 BRIDGE SHOES (F) EA 16. 1,025.00 16,400.00 1,250.00 20,000.00 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LF 260. 112.00 29,120.00 135.00 35,100.00 562.1 SILICONE JOINT SEALANT (F LF 300. 15.00 4,500.00 20.00 6,000.00 563.223 BRIDGE RAIL T2 WITH SNOW SCREENING (F) LF 219. 143.00 31,317.00 148.00 32,412.00 565.222 BRIDGE APPROACH RAIL T2 (STEEL POSTS) (F) U 4. 3,765.00 15,060.00 3,800.00 15,200.00 570.4 MORTAR RUBBLE MASONRY (F) CY 25. 500.00 12,500.00 450.00 11,250.00 582.1 SLOPE PAVING WITH CONCRETE (F) SY 660. 51.00 33,660.00 40.00 26,400.00 585.2 STONE FILL, CLASS B CY 17. 50.00 850.00 100.00 1,700.00 585.3 STONE FILL, CLASS C CY 110. 35.00 3,850.00 50.00 5,500.00 593.431 GEOTEXTILE; PERM CONTROL CL.3, NON-WOVEN SY 505. 2.00 1,010.00 3.00 1,515.00 603.00215 15" R.C. PIPE, 2000D LF 4,650. 26.00 120,900.00 32.00 148,800.00 603.00218 18" R.C. PIPE, 2000D LF 1,400. 32.00 44,800.00 36.00 50,400.00 603.00224 24" R.C. PIPE, 2000D LF 525. 42.00 22,050.00 40.00 21,000.00 10620J PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 603.00230 30" R.C. PIPE, 2000D LF 75. 53.00 3,975.00 75.00 5,625.00 603.00242 42" R.C. PIPE, 2000D LF 14. 110.00 1,540.00 150.00 2,100.00 603.30118 18" R.C. END SECTIONS EA 2. 500.00 1,000.00 800.00 1,600.00 603.30124 24" R.C. END SECTIONS EA 1. 600.00 600.00 900.00 900.00 603.36115 15" ALUMINIZED STEEL END SECTION EA 8. 200.00 1,600.00 278.00 2,224.00 603.36118 18" ALUMINIZED STEEL END SECTION EA 3. 240.00 720.00 350.00 1,050.00 603.36124 24" ALUMINIZED STEEL END SECTION EA 2. 350.00 700.00 475.00 950.00 603.44015 15" CORRUGATED POLYETHLENE PIPE FOR SLOPE DRAIN LF 285. 23.00 6,555.00 32.00 9,120.00 603.44018 18" CORRUGATED POLYETHLENE PIPE FOR SLOPE DRAIN LF 56. 33.00 1,848.00 35.00 1,960.00 603.83215 15" PLASTIC PIPE (SMOOTH INTERIOR) LF 825. 27.00 22,275.00 33.00 27,225.00 603.83218 18" PLASTIC PIPE (SMOOTH INTERIOR) LF 855. 30.00 25,650.00 34.50 29,497.50 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 470. 40.00 18,800.00 40.00 18,800.00 604.0007 POLYETHYLENE LINER EA 73. 155.00 11,315.00 200.00 14,600.00 604.11 CATCH BASINS TYPE A U 70. 1,900.00 133,000.00 2,100.00 147,000.00 604.12 CATCH BASINS TYPE B U 9. 1,750.00 15,750.00 1,800.00 16,200.00 604.15 CATCH BASINS TYPE E U 18. 2,000.00 36,000.00 2,250.00 40,500.00 604.32 DRAINAGE MANHOLES U 3. 1,750.00 5,250.00 1,500.00 4,500.00 604.391 SPECIAL MANHOLES U 1. 2,500.00 2,500.00 3,000.00 3,000.00 604.392 SPECIAL MANHOLES U 1. 2,500.00 2,500.00 3,000.00 3,000.00 605.506 6" PERF. CORR. POLYETHYL PIPE UND. LF 5,450. 12.00 65,400.00 15.00 81,750.00 605.515 15" PERF. CORR. POLYETHLY PIPE UND. LF 955. 23.00 21,965.00 26.50 25,307.50 605.79 UNDERDRAIN FLUSHING BASINS EA 17. 500.00 8,500.00 550.00 9,350.00 606.120 BEAM GUARDRAIL (STANDARD SECTION) (STEEL POST) LF 4,050. 16.40 66,420.00 16.50 66,825.00 606.1454 BEAM GUARDRAIL (TERM. UNIT TYPE EAGRT 50 FT.) U 2. 2,000.00 4,000.00 2,000.00 4,000.00 606.1455 BEAM GUARDRAIL (TERM. UNIT EAGRT 25 FT.) U 1. 1,800.00 1,800.00 1,800.00 1,800.00 606.147 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) U 1. 550.00 550.00 550.00 550.00 606.21203 DOUBLE-FACED STEEL BEAM GUARDRAIL (GALV) THRIE BEAM (STEEL POSTS) LF 705. 37.00 26,085.00 37.00 26,085.00 606.3223 DOUBLE FACED TRANSITION RAIL, STEEL POST (SINGLE SLOPE BARRIER) U 1. 4,200.00 4,200.00 4,200.00 4,200.00 606.41231 TRANSITION SINGLE SLOPE CONCRETE BARRIER, PRECAS U 2. 2,300.00 4,600.00 5,000.00 10,000.00 10620J PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 606.413 SINGLE SLOPE CONCRETE MEDIAN BARRIER, PRECAST LF 4,550. 69.00 313,950.00 77.95 354,672.50 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LF 13,400. 27.00 361,800.00 16.00 214,400.00 606.4175 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL ANCHORED LF 220. 37.00 8,140.00 40.00 8,800.00 606.9512 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 2 U 3. 4,000.00 12,000.00 4,450.00 13,350.00 606.9513 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 3 U 6. 5,500.00 33,000.00 6,950.00 41,700.00 607.1 WOVEN WIRE FENCE LF 2,700. 5.95 16,065.00 7.45 20,115.00 607.41 POST ASSEMBLIES FOR WOVEN WIRE FENCE EA 8. 150.00 1,200.00 200.00 1,600.00 608.26 6" CONCRETE SIDEWALK (F) SY 2,650. 42.00 111,300.00 33.00 87,450.00 608.28 8" CONCRETE SIDEWALK (F) SY 145. 50.00 7,250.00 43.00 6,235.00 609.01 STRAIGHT GRANITE CURB LF 1,100. 14.50 15,950.00 16.75 18,425.00 609.21 STRAIGHT GRANITE SLOPE CURB LF 5,050. 10.50 53,025.00 13.00 65,650.00 609.216 STRAIGHT GRANITE SLOPE CURB 6" HIGH LF 3,750. 11.50 43,125.00 14.85 55,687.50 609.22 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS LF 53. 10.50 556.50 13.25 702.25 609.226 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS, 6" HIGH LF 66. 11.50 759.00 15.00 990.00 609.23 CURVED GRANITE SLOPE CURB LF 10. 52.00 520.00 65.00 650.00 609.5 RESET GRANITE CURB LF 8,500. 6.25 53,125.00 8.00 68,000.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 2,800. 4.00 11,200.00 3.75 10,500.00 614.331 3" STEEL CONDUIT LF 445. 16.00 7,120.00 16.00 7,120.00 614.341 4" STEEL CONDUIT LF 155. 20.00 3,100.00 20.00 3,100.00 614.511 CONCRETE PULL BOX 14" EA 2. 350.00 700.00 300.00 600.00 614.5181 CONCRETE FIBER OPTIC PULL BOX 36"X31"X23" EA 9. 1,600.00 14,400.00 710.00 6,390.00 614.523 MOLDED PULL BOX 17"X30" EA 24. 295.00 7,080.00 360.00 8,640.00 614.642 4" 2-DUCT HDPE CONDUIT LF 3,450. 17.00 58,650.00 13.00 44,850.00 614.7314 3" PVC PLASTIC CONDUIT, SCHEDULE 40 LF 4,550. 6.00 27,300.00 7.00 31,850.00 614.7318 3" PVC PLASTIC CONDUIT, SCHEDULE 80 LF 305. 12.25 3,736.25 14.00 4,270.00 614.7324 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 780. 7.10 5,538.00 16.00 12,480.00 614.74280 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 155. 15.00 2,325.00 24.00 3,720.00 615.003 REMOVING TRAFFIC SIGN U 81. 50.00 4,050.00 50.00 4,050.00 10620J PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 615.01 TRAFFIC SIGN TYPE A (F) SF 259. 65.00 16,835.00 65.00 16,835.00 615.012 TRAFFIC SIGN TYPE A, BREAKAWAY MOUNTS (F) SF 401. 75.00 30,075.00 75.00 30,075.00 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) SF 431.5 82.00 35,383.00 82.00 35,383.00 615.024 RELOCATING TRAFFIC SIGN, TYPE B U 13. 1,500.00 19,500.00 1,500.00 19,500.00 615.03 TRAFFIC SIGN TYPE C (F) SF 320.5 40.00 12,820.00 40.00 12,820.00 615.032 TRAFFIC SIGN TYPE C, BREAKAWAY MOUNTS (F) SF 76. 70.00 5,320.00 70.00 5,320.00 615.04 TRAFFIC SIGN TYPE AA (F) SF 1,363. 18.00 24,534.00 18.00 24,534.00 615.05 TRAFFIC SIGN TYPE BB (F) SF 25. 15.00 375.00 15.00 375.00 615.06 TRAFFIC SIGN TYPE CC (F) SF 98.5 10.00 985.00 10.00 985.00 615.10001 FULL TRAFFIC SIGN STRUCTURE U 1. 72,000.00 72,000.00 75,000.00 75,000.00 615.10002 FULL TRAFFIC SIGN STRUCTURE U 1. 73,000.00 73,000.00 80,000.00 80,000.00 615.10301 REMOVING FULL TRAFFIC SIGN STRUCTURE U 1. 4,000.00 4,000.00 5,000.00 5,000.00 615.30001 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 7,700.00 7,700.00 12,500.00 12,500.00 615.30002 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 7,700.00 7,700.00 12,500.00 12,500.00 615.30003 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 8,200.00 8,200.00 10,000.00 10,000.00 615.30004 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 8,200.00 8,200.00 10,000.00 10,000.00 615.30005 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 8,200.00 8,200.00 10,000.00 10,000.00 615.30006 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 8,200.00 8,200.00 10,000.00 10,000.00 615.30007 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 8,200.00 8,200.00 10,000.00 10,000.00 615.30008 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 8,200.00 8,200.00 10,000.00 10,000.00 616.95 INSTALL TRAFFIC EQUIPMENT U 1. 8,800.00 8,800.00 10,000.00 10,000.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 500,000.00 500,000.00 500,000.00 500,000.00 618.7 FLAGGERS HR 10,000. 20.00 200,000.00 18.00 180,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 85,000.00 85,000.00 150,000.00 150,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 6. 12,500.00 75,000.00 20,000.00 120,000.00 621.1 RETROREFLECTIVE MEDIAN BARRIER DELINEATOR EA 37. 17.50 647.50 17.50 647.50 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 61. 4.00 244.00 4.00 244.00 621.31 SINGLE DELINEATOR WITH POST EA 176. 25.00 4,400.00 32.00 5,632.00 621.32 DOUBLE DELINEATOR WITH POST EA 26. 30.00 780.00 35.00 910.00 10620J PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 621.33 SINGLE DELINEATOR DOUBLE FACED WITH POST EA 16. 30.00 480.00 35.00 560.00 622.1 STEEL WITNESS MARKERS EA 45. 25.00 1,125.00 25.00 1,125.00 622.2 CONCRETE BOUNDS EA 6. 325.00 1,950.00 325.00 1,950.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 9. 600.00 5,400.00 900.00 8,100.00 625.62 RESET LIGHT POLE EA 6. 500.00 3,000.00 800.00 4,800.00 625.63 RESET LIGHT POLE (NO BREAK-AWAY BASE) EA 3. 500.00 1,500.00 600.00 1,800.00 628.2 SAWED BITUMINOUS PAVEMENT LF 10,500. 1.50 15,750.00 1.25 13,125.00 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 8,050. .10 805.00 .10 805.00 632.0106 RETROREFLECTIVE PAINT PAVE. MARKING, 6" LINE LF 199,400. .13 25,922.00 .12 23,928.00 632.3106 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 6" LINE LF 2,200. .58 1,276.00 .60 1,320.00 632.3112 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 12" LINE LF 4,550. 1.45 6,597.50 1.40 6,370.00 632.3118 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 18" LINE LF 37. 2.15 79.55 2.00 74.00 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD SF 120. 1.25 150.00 4.00 480.00 632.9106 OBLITERATE PAVEMENT MARKING, 6" LINE LF 26,150. .35 9,152.50 .40 10,460.00 645.3 EROSION STONE TON 5,000. 15.00 75,000.00 25.00 125,000.00 645.44 TEMPORARY SLOPE STABILIZATION TYPE D (WILDLIFE FRIENDLY) SY 85,850. .85 72,972.50 1.25 107,312.50 645.45 PERMANENT CHANNEL STABILIZATION TYPE A SY 1,350. 3.10 4,185.00 3.20 4,320.00 645.531 SILT FENCE LF 7,500. 3.00 22,500.00 3.05 22,875.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 5,000.00 5,000.00 5,000.00 5,000.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS HR 1,000. 50.00 50,000.00 30.00 30,000.00 646.31 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS SY 87,200. .40 34,880.00 .36 31,392.00 647.1 HUMUS CY 9,550. 22.00 210,100.00 12.50 119,375.00 647.22 HUMUS, INTERMIXED, 2" DEE CY 75. 35.00 2,625.00 50.00 3,750.00 670.0451 CONSTRUCT AND REMOVE DETOUR U 1. 38,000.00 38,000.00 40,000.00 40,000.00 670.0461 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1. 175,000.00 175,000.00 100,000.00 100,000.00 670.0462 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1. 30,000.00 30,000.00 15,000.00 15,000.00 670.0463 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1. 25,000.00 25,000.00 15,000.00 15,000.00 10620J PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 670.0464 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1. 2,000.00 2,000.00 2,500.00 2,500.00 670.101 TEMPORARY LIGHTING U 1. 7,500.00 7,500.00 2,900.00 2,900.00 670.104 TEMPORARY PORTABLE LIGHTING U 5. 15,000.00 75,000.00 22,500.00 112,500.00 670.95 TEMPORARY SAFETY FENCE LF 4,100. 3.00 12,300.00 2.60 10,660.00 678.2 IMPACT ATTENUATION DEVICE (TEST LEVEL 3) U 1. 25,490.00 25,490.00 25,500.00 25,500.00 678.201 IMPACT ATTENUATOR FOUNDATION PAD U 1. 2,100.00 2,100.00 1,750.00 1,750.00 692. MOBILIZATION U 1. 300,000.00 300,000.00 1,050,000.00 1,050,000.00 698.11 FIELD OFFICE TYPE A MON 38. 400.00 15,200.00 850.00 32,300.00 698.2 PHYSICAL TESTING LABORATORY MON 38. 125.00 4,750.00 750.00 28,500.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 400,000.00 400,000.00 400,000.00 400,000.00 1008.1201 ALTERATION AND ADDITIONS AS NEEDED - RELOCATION OF PLANT MATERIALS $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 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 ALTERATIONS AND ADDITIONS AS NEEDED - WINTER MAINTENANCE $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 1010.15 FUEL ADJUSTMENT $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA ASPHALT $ 1. 120,000.00 120,000.00 120,000.00 120,000.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 $12,486,246.11 $13,445,685.65 STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION A-PS&E COMPARISION PROJECT: ROCHESTER 10620J COUNTIES AND CODES: STRAFFORD 017 DATE BIDS OPEN: OCTOBER 13, 2010 SCOPE OF WORK: BRIDGE AND ROADWAY REHABILITATION LOCATION: SPAULDING TURNPIKE (NH ROUTE 16) COMPLETION DATE: OCTOBER 25, 2013 A R. S. AUDLEY, INC. 609 RT 3A, BOW, NH 03304 $11,988,842.30 B S U R CONSTRUCTION, INC. 233 CHESTNUT HILL ROAD, ROCHESTER, NH 03867 $12,018,898.00 C ALVIN J. COLEMAN & SON INC. 9 NH ROUTE 113, CONWAY, NH 03818 $12,110,751.40 D SEVERINO TRUCKING CO. INC. PO BOX 202, CANDIA, NH 03034 $12,486,246.11 E PIKE INDUSTRIES, INC. 3 EASTGATE PARK RD., BELMONT, NH 03220 $13,445,685.65 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 8. 2,500.00 20,000.00 3,850.00 30,800.00 -10,800.00 201.6 CLEARING FOR FENCE LINES (F) A 1. 1,500.00 1,500.00 3,530.00 3,530.00 -2,030.00 201.881 INVASIVE SPECIES CONTROL TYPE I SY 1,220. 4.00 4,880.00 3.00 3,660.00 1,220.00 201.882 INVASIVE SPECIES CONTROL TYPE II SY 440. 4.00 1,760.00 3.00 1,320.00 440.00 202.31 FILL ABANDONED PIPE CY 260. 165.00 42,900.00 180.00 46,800.00 -3,900.00 202.32 FILL& ABANDONED STRUCTURE CY 105. 135.00 14,175.00 150.00 15,750.00 -1,575.00 202.41 REMOVAL OF EXISTING PIPE 0-24" DIAMETER LF 1,350. 10.00 13,500.00 11.00 14,850.00 -1,350.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 9. 250.00 2,250.00 275.00 2,475.00 -225.00 202.7 REMOVAL OF GUARDRAIL LF 4,450. 1.30 5,785.00 2.00 8,900.00 -3,115.00 203.1 COMMON EXCAVATION CY 78,850. 4.25 335,112.50 5.00 394,250.00 -59,137.50 203.2 ROCK EXCAVATION CY 7,450. 12.00 89,400.00 12.00 89,400.00 203.4 MUCK EXCAVATION CY 200. 20.00 4,000.00 9.00 1,800.00 2,200.00 203.5554 GUARDRAIL 50' EAGRT PLATFORM U 2. 1,000.00 2,000.00 1,025.00 2,050.00 -50.00 203.5555 GUARDRAIL 25'EAGRT PLATFORM U 1. 900.00 900.00 800.00 800.00 100.00 203.6 EMBANKMENT-IN-PLACE (F) CY 119,900. 4.25 509,575.00 5.00 599,500.00 -89,925.00 206.1 COMMON STRUCTURE EXCAVATION CY 130. 11.50 1,495.00 12.00 1,560.00 -65.00 10620J PAGE 2 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY CY 25. 40.00 1,000.00 22.00 550.00 450.00 206.2 ROCK STRUCTURE EXCAVATION CY 1,550. 40.00 62,000.00 30.00 46,500.00 15,500.00 209.1 GRANULAR BACKFILL CY 755. 19.00 14,345.00 16.00 12,080.00 2,265.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) CY 2,600. 20.00 52,000.00 25.00 65,000.00 -13,000.00 214. FINE GRADING U 1. 105,000.00 105,000.00 126,406.00 126,406.00 -21,406.00 304.1 SAND (F) CY 23,500. 10.00 235,000.00 15.00 352,500.00 -117,500.00 304.101 SAND CY 6,950. 10.00 69,500.00 15.00 104,250.00 -34,750.00 304.102 ADDITIONAL SAND (F) CY 3,050. 10.00 30,500.00 15.00 45,750.00 -15,250.00 304.2 GRAVEL (F) CY 24,950. 10.00 249,500.00 13.00 324,350.00 -74,850.00 304.201 GRAVEL CY 7,600. 10.00 76,000.00 18.00 136,800.00 -60,800.00 304.3 CRUSHED GRAVEL (F) CY 750. 18.00 13,500.00 19.00 14,250.00 -750.00 304.4 CRUSHED STONE (FINE GRADATION) (F) CY 12,200. 18.00 219,600.00 22.00 268,400.00 -48,800.00 304.401 CRUSHED STONE (FINE GRADATION) CY 6,200. 18.00 111,600.00 20.00 124,000.00 -12,400.00 304.5 CRUSHED STONE (COARSE GRADATION) (F) CY 10,150. 18.00 182,700.00 22.00 223,300.00 -40,600.00 304.501 CRUSHED STONE (COARSE GRADATION) CY 4,300. 18.00 77,400.00 20.00 86,000.00 -8,600.00 403.11001 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 1) TON 22,750. 57.00 1,296,750.00 65.00 1,478,750.00 -182,000.00 403.11002 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2) TON 6,000. 57.00 342,000.00 65.00 390,000.00 -48,000.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD TON 275. 95.00 26,125.00 130.00 35,750.00 -9,625.00 403.4 MATERIALS TRANSFER VEHICLE (MTV) TON 25,800. 1.25 32,250.00 2.00 51,600.00 -19,350.00 403.6 PAVEMENT JOINT ADHESIVE LF 138,600. .25 34,650.00 .30 41,580.00 -6,930.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 1" BASE COURSE (F) TON 90. 120.00 10,800.00 200.00 18,000.00 -7,200.00 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD TON 320. 58.50 18,720.00 80.00 25,600.00 -6,880.00 403.99 TEMPORARY BITUMINOUS PAVEMENT TON 3,000. 58.50 175,500.00 80.00 240,000.00 -64,500.00 417. COLD PLANING BITUMINOUS SURFACES SY 27,000. 1.75 47,250.00 2.00 54,000.00 -6,750.00 502. REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 148,000.00 148,000.00 150,000.00 150,000.00 -2,000.00 503.201 COFFERDAMS U 1. 96,000.00 96,000.00 150,000.00 150,000.00 -54,000.00 504.1 COMMON BRIDGE EXCAVATION (F) CY 1,960. 12.00 23,520.00 15.00 29,400.00 -5,880.00 504.2 ROCK BRIDGE EXCAVATION CY 200. 60.00 12,000.00 100.00 20,000.00 -8,000.00 508. STRUCTURAL FILL CY 276. 28.00 7,728.00 32.00 8,832.00 -1,104.00 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) CY 360. 250.00 90,000.00 320.00 115,200.00 -25,200.00 520.12 CONCRETE CLASS A, ABOVE FOOTINGS (F) CY 720. 500.00 360,000.00 600.00 432,000.00 -72,000.00 10620J PAGE 3 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 520.2 CONCRETE CLASS B CY 65. 350.00 22,750.00 300.00 19,500.00 3,250.00 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) CY 410. 280.00 114,800.00 310.00 127,100.00 -12,300.00 520.70026 CONCRETE BRIDGE DECK (QC/QA)(PANEL OPTION)(F) CY 510. 840.00 428,400.00 900.00 459,000.00 -30,600.00 534.3 WATER REPELLENT (SILANE/ SILOXANE) GAL 125. 75.00 9,375.00 100.00 12,500.00 -3,125.00 538.2 BARRIER MEMBRANE, PEEL AN STICK - VERTICAL SURFACE (F) SY 150. 40.00 6,000.00 55.00 8,250.00 -2,250.00 538.6 BARRIER MEMBRANE, HEAT WELDED - MACHINE METHOD (F) SY 1,600. 16.00 25,600.00 26.00 41,600.00 -16,000.00 541.2 PVC WATERSTOPS, NH TYPE 2 (F) LF 15. 5.00 75.00 5.00 75.00 541.3 PVC WATERSTOPS, NH TYPE 3 (F) LF 50. 6.00 300.00 5.00 250.00 50.00 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LF 110. 8.00 880.00 5.00 550.00 330.00 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LF 275. 7.00 1,925.00 5.00 1,375.00 550.00 544. REINFORCING STEEL (F) LB 99,921. 1.30 129,897.30 1.45 144,885.45 -14,988.15 544.1 REINFORCING STEEL (ROADWAY) LB 3,350. 1.50 5,025.00 2.00 6,700.00 -1,675.00 544.2 REINFORCING STEEL, EPOXY COATED (F) LB 219,608. 1.00 219,608.00 1.50 329,412.00 -109,804.00 544.7 SYNTHETIC FIBER REINFORCEMENT (F) LB 2,520. 6.00 15,120.00 7.00 17,640.00 -2,520.00 547. SHEAR CONNECTORS (F) EA 6,656. 4.50 29,952.00 4.50 29,952.00 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 16. 1,700.00 27,200.00 2,000.00 32,000.00 -4,800.00 550.1 STRUCTURAL STEEL (F) LB 474,000. 1.18 559,320.00 2.00 948,000.00 -388,680.00 550.2 BRIDGE SHOES (F) EA 16. 1,000.00 16,000.00 1,400.00 22,400.00 -6,400.00 559.4 ELASTOMERIC PLUG TYPE EXPANSION JOINT (F) LF 260. 100.00 26,000.00 100.00 26,000.00 562.1 SILICONE JOINT SEALANT (F LF 300. 10.00 3,000.00 15.00 4,500.00 -1,500.00 563.223 BRIDGE RAIL T2 WITH SNOW SCREENING (F) LF 219. 145.00 31,755.00 145.00 31,755.00 565.222 BRIDGE APPROACH RAIL T2 (STEEL POSTS) (F) U 4. 3,500.00 14,000.00 4,387.50 17,550.00 -3,550.00 570.4 MORTAR RUBBLE MASONRY (F) CY 25. 400.00 10,000.00 500.00 12,500.00 -2,500.00 582.1 SLOPE PAVING WITH CONCRETE (F) SY 660. 38.00 25,080.00 50.00 33,000.00 -7,920.00 585.2 STONE FILL, CLASS B CY 17. 32.00 544.00 23.00 391.00 153.00 585.3 STONE FILL, CLASS C CY 110. 37.00 4,070.00 23.00 2,530.00 1,540.00 593.431 GEOTEXTILE; PERM CONTROL CL.3, NON-WOVEN SY 505. 4.00 2,020.00 2.00 1,010.00 1,010.00 603.00215 15" R.C. PIPE, 2000D LF 4,650. 31.00 144,150.00 32.00 148,800.00 -4,650.00 603.00218 18" R.C. PIPE, 2000D LF 1,400. 35.00 49,000.00 38.00 53,200.00 -4,200.00 603.00224 24" R.C. PIPE, 2000D LF 525. 48.00 25,200.00 50.00 26,250.00 -1,050.00 603.00230 30" R.C. PIPE, 2000D LF 75. 75.00 5,625.00 62.00 4,650.00 975.00 603.00242 42" R.C. PIPE, 2000D LF 14. 125.00 1,750.00 95.00 1,330.00 420.00 10620J PAGE 4 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 603.30118 18" R.C. END SECTIONS EA 2. 475.00 950.00 627.00 1,254.00 -304.00 603.30124 24" R.C. END SECTIONS EA 1. 575.00 575.00 635.00 635.00 -60.00 603.36115 15" ALUMINIZED STEEL END SECTION EA 8. 200.00 1,600.00 226.00 1,808.00 -208.00 603.36118 18" ALUMINIZED STEEL END SECTION EA 3. 250.00 750.00 282.00 846.00 -96.00 603.36124 24" ALUMINIZED STEEL END SECTION EA 2. 350.00 700.00 434.00 868.00 -168.00 603.44015 15" CORRUGATED POLYETHLENE PIPE FOR SLOPE DRAIN LF 285. 30.00 8,550.00 28.00 7,980.00 570.00 603.44018 18" CORRUGATED POLYETHLENE PIPE FOR SLOPE DRAIN LF 56. 34.00 1,904.00 31.00 1,736.00 168.00 603.83215 15" PLASTIC PIPE (SMOOTH INTERIOR) LF 825. 28.00 23,100.00 26.00 21,450.00 1,650.00 603.83218 18" PLASTIC PIPE (SMOOTH INTERIOR) LF 855. 31.00 26,505.00 30.00 25,650.00 855.00 603.83224 24" PLASTIC PIPE (SMOOTH INTERIOR) LF 470. 39.00 18,330.00 40.00 18,800.00 -470.00 604.0007 POLYETHYLENE LINER EA 73. 225.00 16,425.00 143.00 10,439.00 5,986.00 604.11 CATCH BASINS TYPE A U 70. 1,900.00 133,000.00 1,161.00 81,270.00 51,730.00 604.12 CATCH BASINS TYPE B U 9. 1,850.00 16,650.00 1,796.00 16,164.00 486.00 604.15 CATCH BASINS TYPE E U 18. 1,950.00 35,100.00 1,942.00 34,956.00 144.00 604.32 DRAINAGE MANHOLES U 3. 1,900.00 5,700.00 1,736.00 5,208.00 492.00 604.391 SPECIAL MANHOLES U 1. 3,500.00 3,500.00 8,000.00 8,000.00 -4,500.00 604.392 SPECIAL MANHOLES U 1. 3,500.00 3,500.00 8,000.00 8,000.00 -4,500.00 605.506 6" PERF. CORR. POLYETHYL PIPE UND. LF 5,450. 14.00 76,300.00 15.00 81,750.00 -5,450.00 605.515 15" PERF. CORR. POLYETHLY PIPE UND. LF 955. 24.00 22,920.00 22.00 21,010.00 1,910.00 605.79 UNDERDRAIN FLUSHING BASINS EA 17. 250.00 4,250.00 340.00 5,780.00 -1,530.00 606.120 BEAM GUARDRAIL (STANDARD SECTION) (STEEL POST) LF 4,050. 16.00 64,800.00 16.00 64,800.00 606.1454 BEAM GUARDRAIL (TERM. UNIT TYPE EAGRT 50 FT.) U 2. 2,000.00 4,000.00 2,010.00 4,020.00 -20.00 606.1455 BEAM GUARDRAIL (TERM. UNIT EAGRT 25 FT.) U 1. 2,000.00 2,000.00 1,800.00 1,800.00 200.00 606.147 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) U 1. 425.00 425.00 505.00 505.00 -80.00 606.21203 DOUBLE-FACED STEEL BEAM GUARDRAIL (GALV) THRIE BEAM (STEEL POSTS) LF 705. 31.50 22,207.50 34.00 23,970.00 -1,762.50 606.3223 DOUBLE FACED TRANSITION RAIL, STEEL POST (SINGLE SLOPE BARRIER) U 1. 4,150.00 4,150.00 3,715.00 3,715.00 435.00 606.41231 TRANSITION SINGLE SLOPE CONCRETE BARRIER, PRECAS U 2. 2,200.00 4,400.00 5,435.00 10,870.00 -6,470.00 606.413 SINGLE SLOPE CONCRETE MEDIAN BARRIER, PRECAST LF 4,550. 64.00 291,200.00 80.00 364,000.00 -72,800.00 606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LF 13,400. 18.00 241,200.00 22.00 294,800.00 -53,600.00 10620J PAGE 5 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 606.4175 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL ANCHORED LF 220. 30.00 6,600.00 50.00 11,000.00 -4,400.00 606.9512 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 2 U 3. 3,400.00 10,200.00 4,500.00 13,500.00 -3,300.00 606.9513 TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 3 U 6. 4,500.00 27,000.00 7,418.00 44,508.00 -17,508.00 607.1 WOVEN WIRE FENCE LF 2,700. 5.75 15,525.00 6.00 16,200.00 -675.00 607.41 POST ASSEMBLIES FOR WOVEN WIRE FENCE EA 8. 145.00 1,160.00 158.00 1,264.00 -104.00 608.26 6" CONCRETE SIDEWALK (F) SY 2,650. 36.00 95,400.00 45.00 119,250.00 -23,850.00 608.28 8" CONCRETE SIDEWALK (F) SY 145. 44.00 6,380.00 51.00 7,395.00 -1,015.00 609.01 STRAIGHT GRANITE CURB LF 1,100. 15.00 16,500.00 15.00 16,500.00 609.21 STRAIGHT GRANITE SLOPE CURB LF 5,050. 10.00 50,500.00 12.00 60,600.00 -10,100.00 609.216 STRAIGHT GRANITE SLOPE CURB 6" HIGH LF 3,750. 12.50 46,875.00 14.00 52,500.00 -5,625.00 609.22 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS LF 53. 11.00 583.00 12.00 636.00 -53.00 609.226 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS, 6" HIGH LF 66. 12.00 792.00 14.00 924.00 -132.00 609.23 CURVED GRANITE SLOPE CURB LF 10. 50.00 500.00 52.00 520.00 -20.00 609.5 RESET GRANITE CURB LF 8,500. 5.00 42,500.00 7.00 59,500.00 -17,000.00 609.811 BITUMINOUS CURB, TYPE B (4" REVEAL) LF 2,800. 3.50 9,800.00 4.00 11,200.00 -1,400.00 614.331 3" STEEL CONDUIT LF 445. 15.00 6,675.00 16.00 7,120.00 -445.00 614.341 4" STEEL CONDUIT LF 155. 20.00 3,100.00 20.00 3,100.00 614.511 CONCRETE PULL BOX 14" EA 2. 350.00 700.00 300.00 600.00 100.00 614.5181 CONCRETE FIBER OPTIC PULL BOX 36"X31"X23" EA 9. 1,800.00 16,200.00 4,000.00 36,000.00 -19,800.00 614.523 MOLDED PULL BOX 17"X30" EA 24. 300.00 7,200.00 334.00 8,016.00 -816.00 614.642 4" 2-DUCT HDPE CONDUIT LF 3,450. 14.00 48,300.00 25.00 86,250.00 -37,950.00 614.7314 3" PVC PLASTIC CONDUIT, SCHEDULE 40 LF 4,550. 6.00 27,300.00 7.00 31,850.00 -4,550.00 614.7318 3" PVC PLASTIC CONDUIT, SCHEDULE 80 LF 305. 9.00 2,745.00 15.00 4,575.00 -1,830.00 614.7324 3" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LF 780. 12.00 9,360.00 8.00 6,240.00 3,120.00 614.74280 4" 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LF 155. 10.00 1,550.00 17.00 2,635.00 -1,085.00 615.003 REMOVING TRAFFIC SIGN U 81. 45.00 3,645.00 50.00 4,050.00 -405.00 615.01 TRAFFIC SIGN TYPE A (F) SF 259. 60.00 15,540.00 53.00 13,727.00 1,813.00 615.012 TRAFFIC SIGN TYPE A, BREAKAWAY MOUNTS (F) SF 401. 78.00 31,278.00 80.00 32,080.00 -802.00 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) SF 431.5 78.00 33,657.00 72.00 31,068.00 2,589.00 615.024 RELOCATING TRAFFIC SIGN, TYPE B U 13. 1,400.00 18,200.00 1,100.00 14,300.00 3,900.00 10620J PAGE 6 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 615.03 TRAFFIC SIGN TYPE C (F) SF 320.5 35.00 11,217.50 39.00 12,499.50 -1,282.00 615.032 TRAFFIC SIGN TYPE C, BREAKAWAY MOUNTS (F) SF 76. 65.00 4,940.00 111.00 8,436.00 -3,496.00 615.04 TRAFFIC SIGN TYPE AA (F) SF 1,363. 15.00 20,445.00 20.00 27,260.00 -6,815.00 615.05 TRAFFIC SIGN TYPE BB (F) SF 25. 12.00 300.00 19.00 475.00 -175.00 615.06 TRAFFIC SIGN TYPE CC (F) SF 98.5 10.00 985.00 13.00 1,280.50 -295.50 615.10001 FULL TRAFFIC SIGN STRUCTURE U 1. 68,000.00 68,000.00 125,000.00 125,000.00 -57,000.00 615.10002 FULL TRAFFIC SIGN STRUCTURE U 1. 68,000.00 68,000.00 125,000.00 125,000.00 -57,000.00 615.10301 REMOVING FULL TRAFFIC SIGN STRUCTURE U 1. 4,500.00 4,500.00 25,000.00 25,000.00 -20,500.00 615.30001 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 11,000.00 11,000.00 12,000.00 12,000.00 -1,000.00 615.30002 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 9,500.00 9,500.00 12,000.00 12,000.00 -2,500.00 615.30003 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 9,500.00 9,500.00 12,000.00 12,000.00 -2,500.00 615.30004 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 9,500.00 9,500.00 12,000.00 12,000.00 -2,500.00 615.30005 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 9,500.00 9,500.00 12,000.00 12,000.00 -2,500.00 615.30006 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 9,500.00 9,500.00 12,000.00 12,000.00 -2,500.00 615.30007 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 9,500.00 9,500.00 12,000.00 12,000.00 -2,500.00 615.30008 BRIDGE MOUNTED TRAFFIC SIGN STRUCTURE U 1. 9,500.00 9,500.00 12,000.00 12,000.00 -2,500.00 616.95 INSTALL TRAFFIC EQUIPMENT U 1. 8,000.00 8,000.00 8,000.00 8,000.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 500,000.00 500,000.00 500,000.00 500,000.00 618.7 FLAGGERS HR 10,000. 12.00 120,000.00 19.00 190,000.00 -70,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 82,000.00 82,000.00 300,000.00 300,000.00 -218,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 6. 8,000.00 48,000.00 6,500.00 39,000.00 9,000.00 621.1 RETROREFLECTIVE MEDIAN BARRIER DELINEATOR EA 37. 17.00 629.00 16.00 592.00 37.00 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 61. 4.00 244.00 5.00 305.00 -61.00 621.31 SINGLE DELINEATOR WITH POST EA 176. 25.00 4,400.00 29.00 5,104.00 -704.00 621.32 DOUBLE DELINEATOR WITH POST EA 26. 30.00 780.00 35.00 910.00 -130.00 621.33 SINGLE DELINEATOR DOUBLE FACED WITH POST EA 16. 30.00 480.00 33.00 528.00 -48.00 622.1 STEEL WITNESS MARKERS EA 45. 25.00 1,125.00 25.00 1,125.00 622.2 CONCRETE BOUNDS EA 6. 325.00 1,950.00 298.00 1,788.00 162.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 9. 600.00 5,400.00 617.00 5,553.00 -153.00 625.62 RESET LIGHT POLE EA 6. 500.00 3,000.00 600.00 3,600.00 -600.00 625.63 RESET LIGHT POLE (NO BREAK-AWAY BASE) EA 3. 500.00 1,500.00 600.00 1,800.00 -300.00 10620J PAGE 7 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 628.2 SAWED BITUMINOUS PAVEMENT LF 10,500. .70 7,350.00 2.00 21,000.00 -13,650.00 632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF 8,050. .10 805.00 .11 885.50 -80.50 632.0106 RETROREFLECTIVE PAINT PAVE. MARKING, 6" LINE LF 199,400. .10 19,940.00 .15 29,910.00 -9,970.00 632.3106 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 6" LINE LF 2,200. .62 1,364.00 .70 1,540.00 -176.00 632.3112 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 12" LINE LF 4,550. 1.38 6,279.00 2.00 9,100.00 -2,821.00 632.3118 RETROREFLECT. THERMOPLAS. PAVE. MARKING, 18" LINE LF 37. 2.00 74.00 3.00 111.00 -37.00 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD SF 120. 3.65 438.00 5.00 600.00 -162.00 632.9106 OBLITERATE PAVEMENT MARKING, 6" LINE LF 26,150. .42 10,983.00 .40 10,460.00 523.00 645.3 EROSION STONE TON 5,000. 24.00 120,000.00 19.00 95,000.00 25,000.00 645.44 TEMPORARY SLOPE STABILIZATION TYPE D (WILDLIFE FRIENDLY) SY 85,850. 1.18 101,303.00 2.00 171,700.00 -70,397.00 645.45 PERMANENT CHANNEL STABILIZATION TYPE A SY 1,350. 2.50 3,375.00 3.00 4,050.00 -675.00 645.531 SILT FENCE LF 7,500. 2.50 18,750.00 3.00 22,500.00 -3,750.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 2,700.00 2,700.00 15,000.00 15,000.00 -12,300.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS HR 1,000. 45.00 45,000.00 60.00 60,000.00 -15,000.00 646.31 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS SY 87,200. .35 30,520.00 .40 34,880.00 -4,360.00 647.1 HUMUS CY 9,550. 14.35 137,042.50 16.00 152,800.00 -15,757.50 647.22 HUMUS, INTERMIXED, 2" DEE CY 75. 21.00 1,575.00 30.00 2,250.00 -675.00 670.0451 CONSTRUCT AND REMOVE DETOUR U 1. 8,500.00 8,500.00 24,000.00 24,000.00 -15,500.00 670.0461 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1. 75,000.00 75,000.00 150,000.00 150,000.00 -75,000.00 670.0462 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1. 12,500.00 12,500.00 15,000.00 15,000.00 -2,500.00 670.0463 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1. 12,500.00 12,500.00 16,000.00 16,000.00 -3,500.00 670.0464 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1. 1,200.00 1,200.00 2,500.00 2,500.00 -1,300.00 670.101 TEMPORARY LIGHTING U 1. 2,800.00 2,800.00 10,000.00 10,000.00 -7,200.00 670.104 TEMPORARY PORTABLE LIGHTING U 5. 5,000.00 25,000.00 8,000.00 40,000.00 -15,000.00 670.95 TEMPORARY SAFETY FENCE LF 4,100. 4.00 16,400.00 3.00 12,300.00 4,100.00 678.2 IMPACT ATTENUATION DEVICE (TEST LEVEL 3) U 1. 22,500.00 22,500.00 22,000.00 22,000.00 500.00 678.201 IMPACT ATTENUATOR FOUNDATION PAD U 1. 1,500.00 1,500.00 1,600.00 1,600.00 -100.00 692. MOBILIZATION U 1. 550,000.00 550,000.00 1,000,000.00 1,000,000.00 -450,000.00 698.11 FIELD OFFICE TYPE A MON 38. 1,700.00 64,600.00 1,900.00 72,200.00 -7,600.00 10620J PAGE 8 A-BIDDER PS&E ----------------------- ----------------------- A-PS&E ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT DIFFERENCE 698.2 PHYSICAL TESTING LABORATORY MON 38. 800.00 30,400.00 760.00 28,880.00 1,520.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 400,000.00 400,000.00 400,000.00 400,000.00 1008.1201 ALTERATION AND ADDITIONS AS NEEDED - RELOCATION OF PLANT MATERIALS $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 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 ALTERATIONS AND ADDITIONS AS NEEDED - WINTER MAINTENANCE $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 1010.15 FUEL ADJUSTMENT $ 1. 100,000.00 100,000.00 100,000.00 100,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA ASPHALT $ 1. 120,000.00 120,000.00 120,000.00 120,000.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 $11,988,842.30 $15,087,662.95 -3,098,820.65