THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: MADBURY STP-BRF-X-325(002), 12922 COUNTIES AND CODES: STRAFFORD 017 DATE BIDS OPEN: AUGUST 25, 2005 SCOPE OF WORK: BRIDGE REPLACEMENT AND ROADWAY WORK LOCATION: NH 155 BRIDGE OVER THE B&M RAILROAD COMPLETION DATE: JULY 27, 2007 A SEVERINO TRUCKING CO., INC. PO BOX 202, CANDIA, NH 03034 $ 6,156,738.72 B R.S. AUDLEY, INC. 609 ROUTE 3A, BOW, NH 03304 $ 6,183,766.30 C R.M. PIPER, INC. PO BOX 490, PLYMOUTH, NH 03264 $ 6,392,706.15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.01 CLEARING (F) HA .1 7,500.00 750.00 10,000.00 1,000.00 6,500.00 650.00 201.1 CLEARING AND GRUBBING (F) HA 1.12 18,500.00 20,720.00 60,000.00 67,200.00 20,000.00 22,400.00 202.31 FILL ABANDONED PIPE M3 50. 260.00 13,000.00 200.00 10,000.00 275.00 13,750.00 202.41 REMOVAL OF EXISTING PIPE 0-600 MM DIA. LM 200. 35.00 7,000.00 45.00 9,000.00 60.00 12,000.00 202.42 REMOVAL OF EXISTING PIPE OVER 600 MM DIA. LM 25. 50.00 1,250.00 54.00 1,350.00 150.00 3,750.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 10. 500.00 5,000.00 250.00 2,500.00 250.00 2,500.00 202.7 REMOVAL OF GUARDRAIL (F) LM 445. 6.50 2,892.50 6.00 2,670.00 7.50 3,337.50 203.1 COMMON EXCAVATION M3 32,185. 10.00 321,850.00 10.00 321,850.00 8.00 257,480.00 203.2 ROCK EXCAVATION M3 130. 40.00 5,200.00 30.00 3,900.00 80.00 10,400.00 203.4 MUCK EXCAVATION M3 470. 10.00 4,700.00 10.00 4,700.00 12.50 5,875.00 203.5554 GUARDRAIL 15.2M EAGRT PLATFORM U 2. 1,000.00 2,000.00 800.00 1,600.00 1,800.00 3,600.00 203.6 EMBANKMENT-IN-PLACE (F) M3 43,590. 12.00 523,080.00 10.00 435,900.00 10.00 435,900.00 203.602 ADDITIONAL EMBANKMENT-IN-PLACE M3 600. 14.00 8,400.00 13.25 7,950.00 20.00 12,000.00 206.1 COMMON STRUCTURE EXCAVATION M3 1,600. 15.00 24,000.00 10.50 16,800.00 12.00 19,200.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY M3 20. 125.00 2,500.00 30.00 600.00 60.00 1,200.00 206.2 ROCK STRUCTURE EXCAVATION M3 60. 100.00 6,000.00 60.00 3,600.00 100.00 6,000.00 209.201 GRANULAR BACKFILL (BRIDGE) (F) M3 460. 65.00 29,900.00 40.00 18,400.00 40.00 18,400.00 209.3 GRANULAR BACKFILL (SAND) M3 26. 65.00 1,690.00 32.50 845.00 35.00 910.00 210.1 SETTLEMENT PLATFORMS EA 5. 750.00 3,750.00 400.00 2,000.00 950.00 4,750.00 12922 PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 210.24 VIBRATING WIRE PIEZOMETER EA 5. 2,000.00 10,000.00 1,500.00 7,500.00 2,300.00 11,500.00 211.11 VIBRATION MONITORING SERVICES HR 250. 60.00 15,000.00 60.00 15,000.00 70.00 17,500.00 211.12 SETTLEMENT MONITORING SERVICES HR 250. 90.00 22,500.00 45.00 11,250.00 85.00 21,250.00 214. FINE GRADING U 1. 145,000.00 145,000.00 80,000.00 80,000.00 60,000.00 60,000.00 217.1 MOBILIZATION AND DEMOBILIZATION OF PV DRAIN EQUIPMENT U 1. 50,000.00 50,000.00 30,000.00 30,000.00 27,500.00 27,500.00 217.2 PREFABRICATED VERTICAL DRAINS LM 11,000. 2.15 23,650.00 1.85 20,350.00 2.25 24,750.00 217.3 OBSTRUCTION CLEARANCE LM 3,800. 1.75 6,650.00 1.60 6,080.00 1.85 7,030.00 217.4 SAND DRAINAGE BLANKET M3 1,800. 14.00 25,200.00 28.00 50,400.00 20.00 36,000.00 304.1 SAND (F) M3 5,510. 14.00 77,140.00 25.00 137,750.00 20.00 110,200.00 304.102 ADDITIONAL SAND M3 1,050. 14.00 14,700.00 28.00 29,400.00 22.00 23,100.00 304.2 GRAVEL (F) M3 6,860. 16.00 109,760.00 27.00 185,220.00 24.00 164,640.00 304.3 CRUSHED GRAVEL (F) M3 5,510. 23.00 126,730.00 38.00 209,380.00 28.00 154,280.00 304.35 CRUSHED GRAVEL FOR DRIVES M3 290. 30.00 8,700.00 38.00 11,020.00 35.00 10,150.00 304.399 TEMPORARY CRUSHED GRAVEL M3 1,390. 24.00 33,360.00 33.25 46,217.50 35.00 48,650.00 403.11052 HOT BITUMINOUS PAVEMENT, MACH. METHOD (SUPERPAVE) (QC/QA TIER 2) T 4,930. 48.00 236,640.00 47.00 231,710.00 48.50 239,105.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD T 440. 95.00 41,800.00 85.00 37,400.00 90.00 39,600.00 403.911 HOT BITUMINOUS BRIDGE PAVEMENT, 25 MM BASE COURSE (F) T 35. 75.00 2,625.00 90.00 3,150.00 190.00 6,650.00 403.99 TEMPORARY BITUMINOUS PAVEMENT T 630. 55.00 34,650.00 50.00 31,500.00 75.00 47,250.00 417. COLD PLANING BITUMINOUS SURFACES (F) M2 640. 12.00 7,680.00 10.00 6,400.00 18.00 11,520.00 502. REMOVAL OF EXISTING BRIDGE STRUCTURE U 1. 220,000.00 220,000.00 225,000.00 225,000.00 185,000.00 185,000.00 503.201 COFFERDAMS U 1. 75,000.00 75,000.00 40,000.00 40,000.00 120,000.00 120,000.00 503.301 COFFERDAMS WITH SHEETING LEFT-IN-PLACE U 1. 53,700.00 53,700.00 75,000.00 75,000.00 85,000.00 85,000.00 504.1 COMMON BRIDGE EXCAVATION (F) M3 750. 30.00 22,500.00 12.50 9,375.00 15.00 11,250.00 508. STRUCTURAL FILL M3 25. 75.00 1,875.00 42.00 1,050.00 60.00 1,500.00 509.1 MOBIL. AND DEMOBIL. OF DRILLED SHAFT DRILLING EQUIPMENT U 1. 19,000.00 19,000.00 22,000.00 22,000.00 120,000.00 120,000.00 509.2 DRILLED SHAFTS LM 101. 1,372.00 138,572.00 1,200.00 121,200.00 1,350.00 136,350.00 509.3 OBSTRUCTION REMOVAL LM 4. 995.00 3,980.00 1,000.00 4,000.00 2,850.00 11,400.00 509.4 ROCK SOCKET EXCAVATION LM 21. 3,092.00 64,932.00 3,100.00 65,100.00 7,500.00 157,500.00 509.5 CROSSHOLE SONIC LOGGING (CLS) TESTS EA 5. 1,600.00 8,000.00 1,600.00 8,000.00 1,200.00 6,000.00 510.1 PILE DRIVING EQUIPMENT U 1. 32,000.00 32,000.00 40,000.00 40,000.00 50,000.00 50,000.00 510.61 FURNISHING & DRIVING STEE BEARING PILES KG 54,068. .95 51,364.60 .95 51,364.60 1.00 54,068.00 12922 PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 510.65 DRIVING-POINTS FOR STEEL BEARING PILES EA 42. 100.00 4,200.00 100.00 4,200.00 110.00 4,620.00 510.9 PILE SPLICES EA 7. 10.00 70.00 10.00 70.00 10.50 73.50 520.01 CONCRETE CLASS AA M3 224. 610.00 136,640.00 860.00 192,640.00 1,000.00 224,000.00 520.0302 CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F) M3 67. 260.00 17,420.00 127.00 8,509.00 325.00 21,775.00 520.1 CONCRETE CLASS A M3 17. 600.00 10,200.00 1,200.00 20,400.00 700.00 11,900.00 520.12 CONCRETE CLASS A ABOVE FOOTINGS (F) M3 132. 600.00 79,200.00 710.00 93,720.00 850.00 112,200.00 520.213 CONCRETE CLASS B, FOOTINGS (ON SOIL) (F) M3 99. 300.00 29,700.00 290.00 28,710.00 340.00 33,660.00 520.7002 CONCRETE BRIDGE DECK (QC/QA) (F) M3 178. 800.00 142,400.00 1,120.00 199,360.00 800.00 142,400.00 534.3 WATER REPELLENT (SILANE- SILOXANE) L 100. 35.00 3,500.00 15.00 1,500.00 40.00 4,000.00 536.11 EPOXY COATING FOR CONCRETE (F) M2 28. 86.00 2,408.00 90.00 2,520.00 90.00 2,520.00 537. CONCRETE SEALER (F) M2 113. 11.00 1,243.00 6.00 678.00 12.50 1,412.50 538.2 BARRIER MEMBRANE, VERTICAL SURFACES (F) M2 29. 50.00 1,450.00 36.00 1,044.00 25.00 725.00 538.6 BARRIER MEMBRANE, WELDED BY TORCH MACHINE METHOD (F) M2 735. 23.00 16,905.00 20.00 14,700.00 25.00 18,375.00 541.1 PVC WATERSTOPS, NH TYPE 1 (F) LM 15. 17.00 255.00 16.00 240.00 15.00 225.00 541.4 PVC WATERSTOPS, NH TYPE 4 (F) LM 15. 17.00 255.00 23.00 345.00 25.00 375.00 541.5 PVC WATERSTOPS, NH TYPE 5 (F) LM 17. 17.00 289.00 20.00 340.00 25.00 425.00 544. REINFORCING STEEL (F) KG 25,514. 2.08 53,069.12 2.25 57,406.50 1.75 44,649.50 544.1 REINFORCING STEEL (ROADWAY) KG 260. 3.00 780.00 3.00 780.00 1.85 481.00 544.2 REINFORCING STEEL, EPOXY COATED (F) KG 42,967. 1.80 77,340.60 2.10 90,230.70 2.00 85,934.00 547. SHEAR CONNECTORS (F) EA 4,305. 2.60 11,193.00 2.30 9,901.50 2.25 9,686.25 548.21 ELASTOMERIC BEARING ASSEMBLIES (F) EA 15. 1,932.00 28,980.00 1,800.00 27,000.00 300.00 4,500.00 550.1 STRUCTURAL STEEL (F) KG 85,150. 4.47 380,620.50 2.70 229,905.00 2.80 238,420.00 550.2 BRIDGE SHOES (F) EA 5. 1,383.00 6,915.00 1,400.00 7,000.00 2,000.00 10,000.00 561.301 PREFABRICATED EXPANSION JOINT, FINGER JOINT (F) LM 15. 2,800.00 42,000.00 3,350.00 50,250.00 3,350.00 50,250.00 563.23 BRIDGE RAIL T3 (F) LM 66.2 347.00 22,971.40 350.00 23,170.00 525.00 34,755.00 563.231 BRIDGE RAIL T3 WITH PROTECTIVE SCREENING (F) LM 49.8 541.00 26,941.80 495.00 24,651.00 670.00 33,366.00 565.23 BRIDGE APPROACH RAIL T3 (F) LM 39.3 443.00 17,409.90 390.00 15,327.00 525.00 20,632.50 582.1 SLOPE PAVING WITH CONCRETE (F) M2 1. 750.00 750.00 300.00 300.00 500.00 500.00 585.3 STONE FILL, CLASS C M3 1,620. 40.00 64,800.00 41.00 66,420.00 50.00 81,000.00 12922 PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 593.210 GEOTEXTILE; SEPARATION CL.1, CONTRACTOR OPT M2 250. 2.50 625.00 4.40 1,100.00 2.50 625.00 593.221 GEOTEXTILE; SEPARATION CL.2, NON-WOVEN M2 2,290. 2.50 5,725.00 4.40 10,076.00 3.00 6,870.00 593.323 GEOTEXTILE; STABILIZATION CL.2, SLIT FIL.,WOVEN M2 4,000. 2.00 8,000.00 4.40 17,600.00 3.00 12,000.00 593.411 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN M2 720. 3.50 2,520.00 5.00 3,600.00 3.00 2,160.00 603.00204 375 MM R.C. PIPE, CLASS III LM 120. 130.00 15,600.00 125.00 15,000.00 140.00 16,800.00 603.00205 450 MM R.C. PIPE, CLASS III LM 70. 136.00 9,520.00 135.00 9,450.00 150.00 10,500.00 603.00206 600 MM R.C. PIPE, CLASS III LM 80. 150.00 12,000.00 160.00 12,800.00 220.00 17,600.00 603.00208 750 MM R.C. PIPE, CLASS III LM 20. 200.00 4,000.00 200.00 4,000.00 330.00 6,600.00 603.00209 900 MM R.C. PIPE, CLASS III LM 15. 260.00 3,900.00 250.00 3,750.00 450.00 6,750.00 603.00212 1200 MM R.C. PIPE, CLASS III LM 15. 400.00 6,000.00 350.00 5,250.00 700.00 10,500.00 603.00503 300 MM R.C. PIPE, 200 KPA LM 32. 140.00 4,480.00 120.00 3,840.00 290.00 9,280.00 603.36103 300 MM ALUMINIZED STEEL END SECTIONS EA 14. 110.00 1,540.00 225.00 3,150.00 275.00 3,850.00 603.36105 450 MM ALUMINIZED STEEL END SECTION EA 9. 150.00 1,350.00 250.00 2,250.00 300.00 2,700.00 603.36106 600 MM ALUMINIZED STEEL END SECTION EA 7. 200.00 1,400.00 300.00 2,100.00 360.00 2,520.00 603.36108 750 MM ALUMINIZED STEEL END SECTION EA 4. 400.00 1,600.00 500.00 2,000.00 500.00 2,000.00 603.36109 900 MM ALUMINIZED STEEL END SECTION EA 2. 500.00 1,000.00 600.00 1,200.00 700.00 1,400.00 603.59003 300 MM PIPE FOR DRIVES & MINOR APPR. (CONTRACTORS OPTION) LM 80. 115.00 9,200.00 100.00 8,000.00 45.00 3,600.00 603.71512 1200MM, 200 KPA RCP JACKED UNDER ROADWAY LM 52. 3,400.00 176,800.00 4,000.00 208,000.00 4,300.00 223,600.00 603.71911 1050 MM STEEL SLEEVE (15.88 MM) JACKED UNDER ROADWAY LM 63. 3,200.00 201,600.00 2,300.00 144,900.00 3,900.00 245,700.00 603.72911 1050 MM STEEL SLEEVE (15.88 MM) JACKED UNDER RAILROAD LM 30. 3,500.00 105,000.00 4,000.00 120,000.00 4,500.00 135,000.00 604.0007 POLYETHYLENE LINER EA 10. 350.00 3,500.00 225.00 2,250.00 200.00 2,000.00 604.12 CATCH BASINS TYPE B U 15. 1,575.00 23,625.00 1,650.00 24,750.00 1,800.00 27,000.00 604.32 DRAINAGE MANHOLES U 2. 1,400.00 2,800.00 1,600.00 3,200.00 2,500.00 5,000.00 605.915 150 MM PIPE UND.(CONTRACT ORS OPTION) LM 770. 42.60 32,802.00 60.00 46,200.00 40.00 30,800.00 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LM 490. 51.00 24,990.00 55.00 26,950.00 60.00 29,400.00 12922 PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 606.141 BEAM GUARDRAIL (CURVED W/CRT POSTS) LM 34. 55.00 1,870.00 58.00 1,972.00 65.00 2,210.00 606.14533 BEAM GUARDRAIL (TERM. UNIT SPECIAL, 15.24M) U 2. 2,200.00 4,400.00 2,250.00 4,500.00 2,500.00 5,000.00 606.95 TEMPORARY TRAFFIC CONTROL BARRIER LM 190. 82.00 15,580.00 60.00 11,400.00 45.00 8,550.00 607.112 WOVEN WIRE FENCE, 1.2 M HIGH LM 310. 33.00 10,230.00 60.00 18,600.00 65.00 20,150.00 607.1129 POST ASSEMBLIES FOR WOVEN WIRE FENCE, 1.2 M HIGH EA 78. 125.00 9,750.00 100.00 7,800.00 120.00 9,360.00 607.50612 6 M STEEL GATE WITH STOP POSTS, 1.2 M HIGH U 1. 2,500.00 2,500.00 2,500.00 2,500.00 2,800.00 2,800.00 609.01 STRAIGHT GRANITE CURB LM 45. 65.00 2,925.00 55.00 2,475.00 60.00 2,700.00 609.21 STRAIGHT GRANITE SLOPE CURB LM 50. 50.00 2,500.00 45.00 2,250.00 44.00 2,200.00 609.22 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS LM 20. 50.00 1,000.00 45.00 900.00 48.00 960.00 609.3 STRAIGHT GRANITE CURB (BRIDGE) LM 115. 85.00 9,775.00 100.00 11,500.00 125.00 14,375.00 609.811 BITUMINOUS CURB TYPE B (100 MM REVEAL) LM 400. 10.00 4,000.00 10.00 4,000.00 13.00 5,200.00 611.05260 600 MM CEMENT LINED DUCTILE IRON WATER MAIN, CLASS 52 LM 213. 760.00 161,880.00 400.00 85,200.00 780.00 166,140.00 611.71060 600 MM DUCTILE IRON GATE VALVE EA 1. 5,600.00 5,600.00 5,000.00 5,000.00 6,500.00 6,500.00 611.72065 600 MM X 500 MM DUCTILE IRON TAPPING SLEEVE AND VALVE EA 2. 37,500.00 75,000.00 50,000.00 100,000.00 30,000.00 60,000.00 611.72150 500 MM DUCTILE IRON TAPPING VALVE REMOVAL EA 1. 6,000.00 6,000.00 50,000.00 50,000.00 10,000.00 10,000.00 611.75 600 MM TEMPORARY LINE STOP EA 3. 20,000.00 60,000.00 27,000.00 81,000.00 25,000.00 75,000.00 611.81 HYDRANTS EA 1. 6,700.00 6,700.00 2,000.00 2,000.00 3,500.00 3,500.00 611.95 FLOWABLE FILL M3 50. 260.00 13,000.00 200.00 10,000.00 250.00 12,500.00 611.952 WATER MAIN INSULATION M2 40. 20.00 800.00 21.00 840.00 25.00 1,000.00 611.953 PIPE INSULATION LM 10. 325.00 3,250.00 21.00 210.00 650.00 6,500.00 611.99 WATER MAIN REMOVAL LM 22. 65.00 1,430.00 65.00 1,430.00 300.00 6,600.00 614.70518 50 MM PVC PLASTIC CONDUIT SCHEDULE 80 LM 120. 12.00 1,440.00 18.00 2,160.00 22.00 2,640.00 615.03 TRAFFIC SIGN TYPE C (F) M2 15.72 540.00 8,488.80 300.00 4,716.00 570.00 8,960.40 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 1. 175.00 175.00 200.00 200.00 185.00 185.00 615.06 TRAFFIC SIGN TYPE CC (F) M2 .8 235.00 188.00 150.00 120.00 250.00 200.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 618.7 FLAGGERS HR 3,000. 12.00 36,000.00 10.00 30,000.00 20.00 60,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 70,000.00 70,000.00 122,000.00 122,000.00 150,000.00 150,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 2. 25,000.00 50,000.00 22,000.00 44,000.00 14,000.00 28,000.00 12922 PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 621.2 RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR EA 20. 5.00 100.00 5.00 100.00 5.00 100.00 621.31 SINGLE DELINEATOR WITH POST EA 90. 30.00 2,700.00 25.00 2,250.00 30.00 2,700.00 622.1 STEEL WITNESS MARKERS EA 40. 25.00 1,000.00 23.00 920.00 25.00 1,000.00 622.4 STONE BOUNDS EA 24. 350.00 8,400.00 250.00 6,000.00 160.00 3,840.00 624. RAILROAD PROTECTION U 1. 10,000.00 10,000.00 39,000.00 39,000.00 44,000.00 44,000.00 628.2 SAWED BITUMINOUS PAVEMENT LM 240. 6.50 1,560.00 6.50 1,560.00 7.00 1,680.00 628.22 SAWED BITUMINOUS PAVEMENT (BRIDGE) LM 15. 6.50 97.50 80.00 1,200.00 70.00 1,050.00 632.0110 RETROREFLECTIVE PAINT PAVEMENT MARKING, 100 MM LINE LM 13,750. .50 6,875.00 .65 8,937.50 .75 10,312.50 632.3145 RETROREFLECT. THERMOPLAS. PAVE. MARKING 450 MM LIN LM 5. 50.00 250.00 250.00 1,250.00 450.00 2,250.00 632.9110 OBLITERATE PAVEMENT MARKING, 100 MM LINE LM 1,050. 1.50 1,575.00 2.00 2,100.00 1.75 1,837.50 641. LOAM M3 290. 26.00 7,540.00 25.00 7,250.00 30.00 8,700.00 645.22 SLOPE STABILIZATION (STEEPER THAN 2:1) M2 910. 3.50 3,185.00 2.50 2,275.00 2.50 2,275.00 645.3 EROSION STONE T 410. 30.00 12,300.00 40.00 16,400.00 28.00 11,480.00 645.51 HAY BALES FOR TEMPORARY EROSION CONTROL EA 70. 20.00 1,400.00 6.00 420.00 8.00 560.00 645.52 RYEGRASS FOR TEMPORARY EROSION CONTROL KG 120. 20.00 2,400.00 5.00 600.00 28.00 3,360.00 645.531 SILT FENCE LM 1,490. 10.00 14,900.00 6.00 8,940.00 10.00 14,900.00 645.7 STORM WATER POLLUTION PREVENTION PLAN U 1. 5,000.00 5,000.00 2,500.00 2,500.00 5,000.00 5,000.00 645.71 MONITORING SWPPP AND EROSION AND SEDIMENT CONTROL HR 300. 85.00 25,500.00 60.00 18,000.00 120.00 36,000.00 646.3 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS HA 4. 3,700.00 14,800.00 3,250.00 13,000.00 4,000.00 16,000.00 647.1 HUMUS M3 4,730. 25.00 118,250.00 20.00 94,600.00 15.00 70,950.00 650.2 LANDSCAPING U 1. 27,000.00 27,000.00 25,500.00 25,500.00 30,000.00 30,000.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 9. 250.00 2,250.00 225.00 2,025.00 150.00 1,350.00 670.0661 MULTIPLE MAILBOXES SUPPORT ASSEMBLIES EA 2. 500.00 1,000.00 275.00 550.00 185.00 370.00 692. MOBILIZATION U 1. 540,000.00 540,000.00 450,000.00 450,000.00 340,000.00 340,000.00 698.12 FIELD OFFICE TYPE B MON 26. 1,250.00 32,500.00 1,700.00 44,200.00 1,000.00 26,000.00 698.2 PHYSICAL TESTING LABORATORY MON 26. 800.00 20,800.00 1,000.00 26,000.00 800.00 20,800.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 30,000.00 1002.1 REPAIRS OR REPLACEMENTS AS NEEDED $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1006.1 SPECIAL WORK FOR GEOTECHNICAL INSTRUMENTATION $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 12922 PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 1008.11 ALTERATIONS AND ADDITIONS AS NEEDED - UNANTICIPATED WORK $ 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. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1010.11 FUEL ADJUSTMENT, DIESEL $ 1. 35,000.00 35,000.00 35,000.00 35,000.00 35,000.00 35,000.00 1010.12 FUEL ADJUSTMENT, GASOLINE $ 1. 35,000.00 35,000.00 35,000.00 35,000.00 35,000.00 35,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1010.3 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR ASPHALT $ 1. 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 15,000.00 1010.41 QUALITY CONTROL QUALITY ASSURANCE (QC/QA FOR CONCRETE $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 $6,156,738.72 $6,183,766.30 $6,392,706.15