THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: CONWAY NHS-X-027-2(037), 11339-I COUNTIES AND CODES: CARROLL 003 DATE BIDS OPEN: NOVEMBER 12, 2004 SCOPE OF WORK: ROADWAY WIDENING AND PAVEMENT REHABILITATION LOCATION: NH ROUTE 16/US ROUTE 302 COMPLETION DATE: OCTOBER 27, 2006 A R. S. AUDLEY, INC. 609 ROUTE 3A, BOW, NH 03304 $11,689,405.94 B ALVIN J COLEMAN & SON, INC. 9 NH ROUTE 113, CONWAY, NH 03818 $15,197,861.92 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) HA 1.96 22,000.00 43,120.00 47,895.00 93,874.20 201.21 REMOVING SMALL TREES EA 61. 450.00 27,450.00 1,236.00 75,396.00 201.22 REMOVING LARGE TREES EA 14. 1,000.00 14,000.00 1,854.00 25,956.00 202.31 FILL ABANDONED PIPE M3 140. 225.00 31,500.00 540.75 75,705.00 202.41 REMOVAL OF EXISTING PIPE 0-600 MM DIA. LM 530. 45.00 23,850.00 49.44 26,203.20 202.43 REMOVAL OF EXIST. ASBEST. CEMENT PIPE 0-600 MM DIA LM 30. 266.00 7,980.00 221.45 6,643.50 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 11. 250.00 2,750.00 257.50 2,832.50 202.7 REMOVAL OF GUARDRAIL (F) LM 79. 5.00 395.00 18.54 1,464.66 203.1 COMMON EXCAVATION M3 30,600. 9.60 293,760.00 8.75 267,750.00 203.2 ROCK EXCAVATION M3 1,180. 20.00 23,600.00 16.99 20,048.20 203.6 EMBANKMENT-IN-PLACE (F) M3 30,200. 8.50 256,700.00 8.34 251,868.00 206.1 COMMON STRUCTURE EXCAVATION M3 225. 7.00 1,575.00 18.33 4,124.25 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY M3 1,000. 30.00 30,000.00 25.75 25,750.00 206.2 ROCK STRUCTURE EXCAVATION M3 825. 30.00 24,750.00 79.82 65,851.50 209.1 GRANULAR BACKFILL M3 30. 30.00 900.00 21.63 648.90 214. FINE GRADING U 1. 180,000.00 180,000.00 486,675.00 486,675.00 304.1 SAND (F) M3 5,150. 20.00 103,000.00 16.48 84,872.00 304.2 GRAVEL (F) M3 4,600. 22.00 101,200.00 19.57 90,022.00 304.3 CRUSHED GRAVEL (F) M3 6,750. 28.00 189,000.00 26.78 180,765.00 304.34 CRUSHED GRAVEL FOR SHIMMING M3 1,150. 29.00 33,350.00 27.81 31,981.50 304.35 CRUSHED GRAVEL FOR DRIVES M3 1,700. 29.00 49,300.00 30.08 51,136.00 306.225 RECLAIMED STABILIZED BASE REMOVED AND REHANDLED, 250 MM DEEP (F) M2 28,350. 5.00 141,750.00 5.25 148,837.50 11339I PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 403.11052 HOT BITUMINOUS PAVEMENT MACHINE METHOD (SUPERPAVE)(QCQA) T 24,400. 52.00 1,268,800.00 53.56 1,306,864.00 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD T 1,600. 98.00 156,800.00 100.94 161,504.00 403.98 HOT BITUMINOUS CONCRETE LEVELING, MACHINE METHOD T 790. 68.00 53,720.00 70.04 55,331.60 403.99 TEMPORARY BITUMINOUS PAVEMENT T 1,330. 68.00 90,440.00 103.00 136,990.00 413.1 HOT-POURED CRACK SEALANT KG 3,670. 4.00 14,680.00 4.63 16,992.10 417. COLD PLANING BITUMINOUS SURFACES (F) M2 1,250. 10.00 12,500.00 10.30 12,875.00 508. STRUCTURAL FILL M3 11. 47.00 517.00 36.05 396.55 570.4 MORTAR RUBBLE MASONRY (F) M3 36. 305.00 10,980.00 360.50 12,978.00 570.6 STONE COPING (F) LM 26. 125.00 3,250.00 257.50 6,695.00 572.1 RECONSTRUCTING STONE WALL ONE STONE WIDE LM 405. 30.00 12,150.00 113.30 45,886.50 585.1 STONE FILL, CLASS A M3 145. 50.00 7,250.00 41.20 5,974.00 585.2 STONE FILL, CLASS B M3 335. 43.00 14,405.00 36.05 12,076.75 585.3 STONE FILL, CLASS C M3 1,135. 48.00 54,480.00 41.20 46,762.00 593.1212 GEOTEXTILE; SUBSUR DRAIN CL.2, NON-WOVEN FILTER CATEGORY 2 M2 1,550. 3.75 5,812.50 2.99 4,634.50 593.4112 GEOTEXTILE; PERM CONTROL CL.1, NON-WOVEN FILTER CATEGORY 2 M2 140. 4.00 560.00 3.60 504.00 593.4212 GEOTEXTILE; PERM CONTROL CL.2, NON-WOVEN FILTER CATEGORY 2 M2 75. 3.50 262.50 3.60 270.00 593.4312 GEOTEXTILE; PERM CONTROL CL.3, NON-WOVEN FILTER CATEGORY 2 M2 40. 3.50 140.00 4.02 160.80 603.00204 375 MM R.C. PIPE, CLASS III LM 470. 145.00 68,150.00 320.35 150,564.50 603.00205 450 MM R.C. PIPE, CLASS III LM 35. 150.00 5,250.00 228.77 8,006.95 603.00206 600 MM R.C. PIPE, CLASS III LM 90. 170.00 15,300.00 201.09 18,098.10 603.00212 1200 MM R.C. PIPE, CLASS III LM 55. 400.00 22,000.00 584.88 32,168.40 603.00304 375 MM R.C. PIPE, CLASS IV LM 155. 155.00 24,025.00 175.53 27,207.15 603.00306 600 MM R.C. PIPE, CLASS IV LM 21. 185.00 3,885.00 233.31 4,899.51 603.00308 750 MM R.C. PIPE, CLASS IV LM 33. 230.00 7,590.00 414.75 13,686.75 603.00309 900 MM R.C. PIPE, CLASS IV LM 2. 270.00 540.00 772.50 1,545.00 603.11202 150 MM CORR. STEEL PIPE, 2.01 MM LM 1. 150.00 150.00 466.84 466.84 11339I PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 603.11204 375 MM CORR. STEEL PIPE, 2.01 MM LM 1. 250.00 250.00 618.00 618.00 603.11205 450 MM CORR. STEEL PIPE, 2.01 MM LM 1. 300.00 300.00 699.19 699.19 603.11206 600 MM CORR. STEEL PIPE, 2.01 MM LM 1. 350.00 350.00 772.50 772.50 603.30106 600 MM R.C. END SECT. EA 1. 600.00 600.00 721.00 721.00 603.36103 300 MM ALUM. STEEL END SECTION EA 2. 300.00 600.00 257.50 515.00 603.36104 375 MM ALUM. STEEL END SECTION EA 2. 350.00 700.00 298.70 597.40 603.36105 450 MM ALUM. STEEL END SECTION EA 1. 450.00 450.00 334.75 334.75 603.6 RELAYING 0-600 MM DRAINAG PIPE LM 35. 145.00 5,075.00 304.34 10,651.90 603.83203 300 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 40. 98.00 3,920.00 119.15 4,766.00 603.83204 375 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 1,250. 110.00 137,500.00 166.86 208,575.00 603.83205 450 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 450. 120.00 54,000.00 205.49 92,470.50 603.83206 600 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 385. 135.00 51,975.00 195.65 75,325.25 603.83208 750 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 300. 170.00 51,000.00 242.44 72,732.00 604.0007 POLYETHYLENE LINER EA 101. 225.00 22,725.00 195.70 19,765.70 604.12 CATCH BASINS TYPE B U 93. 1,350.00 125,550.00 2,479.08 230,554.44 604.1215 CATCH BASINS TYPE B, 1.5 M DIA U 16. 2,100.00 33,600.00 2,864.64 45,834.24 604.1218 CATCH BASINS TYPE B, 1.8 M DIA U 9. 3,000.00 27,000.00 4,729.06 42,561.54 604.1224 CATCH BASINS TYPE B, 2.4 M DIA U 2. 6,000.00 12,000.00 4,565.46 9,130.92 604.15 CATCH BASINS TYPE E U 13. 1,450.00 18,850.00 3,000.27 39,003.51 604.1518 CATCH BASINS TYPE E, 1.8 M DIA U 1. 3,100.00 3,100.00 3,558.63 3,558.63 604.32 DRAINAGE MANHOLES U 4. 1,400.00 5,600.00 2,593.10 10,372.40 604.3215 DRAINAGE MANHOLES, 1.5 M DIA U 4. 2,100.00 8,400.00 3,367.13 13,468.52 604.45 ADJUSTING CATCH BASIN DROP INLET GRATE AND FRAMES EA 2. 270.00 540.00 360.50 721.00 604.52 RECONSTRUCTING DRAINAGE MANHOLES LM 2. 600.00 1,200.00 1,015.58 2,031.16 604.55 ADJUSTING MANHOLE COVERS AND FRAMES EA 19. 270.00 5,130.00 360.50 6,849.50 604.72 GRATES & FRAMES, TYPE B EA 1. 400.00 400.00 494.40 494.40 604.85 WATER REPELLENT FOR EXISTING CB'S AND DI'S EA 2. 80.00 160.00 113.30 226.60 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LM 100. 60.00 6,000.00 77.25 7,725.00 11339I PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 606.1452 BEAM GUARDRAIL (TERMINAL UNIT TYPE ELT) U 4. 1,750.00 7,000.00 2,376.00 9,504.00 606.147 BEAM GUARDRAIL (TERMINAL UNIT TYPE G-2) U 2. 500.00 1,000.00 610.20 1,220.40 608.210 100 MM CONCRETE SIDEWALK (F) M2 910. 34.00 30,940.00 39.14 35,617.40 608.215 150 MM CONCRETE SIDEWALK (F) M2 52. 37.00 1,924.00 45.32 2,356.64 608.466 60 MM CONCRETE PAVERS M2 2,950. 60.00 177,000.00 73.28 216,176.00 608.468 80 MM CONCRETE PAVERS M2 521. 70.00 36,470.00 90.12 46,952.52 608.53 DETECTABLE WARNING PANELS (SIDEWALK RAMPS) M2 15. 300.00 4,500.00 360.50 5,407.50 609.01 STRAIGHT GRANITE CURB LM 2,300. 48.00 110,400.00 55.84 128,432.00 609.02 CURVED GRANITE CURB LM 130. 75.00 9,750.00 93.04 12,095.20 609.2115 STRAIGHT GRANITE SLOPE CURB 150 MM HIGH LM 20. 42.00 840.00 52.11 1,042.20 609.2215 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS, 150 MM HIGH LM 6. 42.00 252.00 505.71 3,034.26 609.5 RESET GRANITE CURB LM 2,250. 20.00 45,000.00 28.08 63,180.00 611.05215 150 MM CEMENT LINED DUCT- ILE IRON WATER PIPE , CL.52 LM 200. 180.00 36,000.00 191.32 38,264.00 611.05220 200 MM CEMENT LINED DUCT- ILE IRON WATER PIPE , CL.52 LM 1,500. 190.00 285,000.00 333.77 500,655.00 611.05230 300 MM CEMENT LINED DUCT- ILE IRON WATER PIPE , CL.52 LM 600. 210.00 126,000.00 204.05 122,430.00 611.05240 400 MM CEMENT-LINED DUCTILE IRON WATER PIPE, CL. 52 LM 3,890. 235.00 914,150.00 273.90 1,065,471.00 611.099 TEMPORARY WATER LM 5,000. 50.00 250,000.00 43.26 216,300.00 611.29860 750 MM STEEL SLEEVE AT SCENIC VISTA RAILROAD CROSSING LM 50. 350.00 17,500.00 1,525.05 76,252.50 611.50102 19 MM COPPER WATER PIPE LM 270. 50.00 13,500.00 46.35 12,514.50 611.50103 25 MM COPPER WATER PIPE LM 20. 75.00 1,500.00 46.35 927.00 611.50105 50 MM COPPER WATER PIPE LM 20. 85.00 1,700.00 51.50 1,030.00 611.51002 19 MM CORPORATION STOP EA 135. 40.00 5,400.00 234.81 31,699.35 611.51003 25 MM CORPORATION STOP EA 10. 50.00 500.00 334.75 3,347.50 611.51005 50 MM CORPORATION STOP EA 10. 60.00 600.00 360.50 3,605.00 611.52002 19 MM CURB STOP EA 135. 75.00 10,125.00 256.41 34,615.35 611.52003 25 MM CURB STOP WITH BOX EA 10. 100.00 1,000.00 334.75 3,347.50 611.52005 50 MM CURB STOP WITH BOX EA 10. 125.00 1,250.00 360.50 3,605.00 611.70015 150 MM FITTINGS EA 30. 300.00 9,000.00 472.64 14,179.20 611.70020 200 MM FITTINGS EA 30. 400.00 12,000.00 548.28 16,448.40 611.70030 300 MM FITTINGS EA 20. 550.00 11,000.00 718.05 14,361.00 611.70040 400 MM FITTINGS EA 212. 600.00 127,200.00 1,070.72 226,992.64 611.71015 150 MM GATE VALVES EA 33. 500.00 16,500.00 717.41 23,674.53 11339I PAGE 5 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 611.71020 200 MM GATE VALVES EA 189. 750.00 141,750.00 1,115.39 210,808.71 611.72000 WATER MAIN RAILROAD JACKING (RIVER ROAD CROSSING) U 1. 125,000.00 125,000.00 74,898.17 74,898.17 611.72030 300 MM BUTTERFLY VALVE W/BOX EA 12. 1,750.00 21,000.00 1,386.17 16,634.04 611.72045 400 MM BUTTERFLY VALVE EA 47. 1,900.00 89,300.00 2,327.16 109,376.52 611.81 HYDRANTS EA 27. 1,800.00 48,600.00 3,371.70 91,035.90 612.29860 750 MM STEEL SLEEVE AT SCENIC VISTA RAILROAD CROSSING LM 50. 250.00 12,500.00 1,417.05 70,852.50 612.31 1.2 M DIA. MANHOLES INCLUDING FRAME AND COVER VM 160. 800.00 128,000.00 770.32 123,251.20 612.33 1.5 M DIA. MANHOLES INCLUDING FRAME AND COVE VM 50. 850.00 42,500.00 860.29 43,014.50 612.4362 200 MM DIA. DIP FORCE MAIN LM 360. 150.00 54,000.00 168.08 60,508.80 612.43815 400 X 150 MM DI TEES EA 10. 850.00 8,500.00 1,545.00 15,450.00 612.555 SUBMERSIBLE PUMP STATION U 1. 550,000.00 550,000.00 483,194.34 483,194.34 612.64000 400 MM DI SEWER PIPE (6.1 TO 8.0 M) LM 500. 450.00 225,000.00 892.83 446,415.00 612.64200 200 MM PVC SEWER PIPE, SDR 35 (ALL DEPTHS) LM 650. 200.00 130,000.00 245.08 159,302.00 612.64230 300 MM PVC SEWER PIPE, SDR 35 (ALL DEPTHS) LM 1,080. 210.00 226,800.00 279.28 301,622.40 612.64338 400 MM PVC SEWER PIPE SDR 35 (2.5 TO 3.7 METERS DEEP) LM 160. 225.00 36,000.00 240.28 38,444.80 612.64438 400 MM PVC SEWER PIPE SDR 35 (3.7 TO 4.9 METERS DEEP) LM 290. 240.00 69,600.00 316.60 91,814.00 612.64538 400 MM PVC SEWER PIPE SDR 35 (4.9 TO 6.1 METERS DEEP) LM 90. 300.00 27,000.00 1,173.30 105,597.00 612.73506 150 MM PVC SEWER SERVICE PIPE LM 765. 140.00 107,100.00 205.56 157,253.40 612.82015 PVC SEWER WYE 200 MM X 150 MM EA 5. 125.00 625.00 257.50 1,287.50 612.83015 PVC SEWER WYE 300 MM X 150 MM EA 20. 150.00 3,000.00 309.00 6,180.00 612.8302 300 MM X 200 MM PVC SEWER WYES EA 1. 175.00 175.00 360.50 360.50 612.83815 400 MM X 150 MM PVC SEWER WYES EA 20. 225.00 4,500.00 370.80 7,416.00 612.91015 150 MM DI CHIMNEYS VM 25. 150.00 3,750.00 309.00 7,725.00 614.511 CONCRETE PULL BOX 350 MM EA 10. 350.00 3,500.00 309.00 3,090.00 614.522 MOLDED PULL BOX 325 MM X 600 MM EA 10. 325.00 3,250.00 360.50 3,605.00 11339I PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 614.70814 75 MM PVC PLASTIC CONDUIT SCHEDULE 40 LM 200. 25.00 5,000.00 30.90 6,180.00 614.70818 75 MM PVC PLASTIC CONDUIT SCHEDULE 80 LM 45. 25.00 1,125.00 41.20 1,854.00 614.70824 75 MM 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 40 LM 82. 30.00 2,460.00 33.99 2,787.18 614.70828 75 MM 2-DUCT PVC PLASTIC CONDUIT, SCHEDULE 80 LM 45. 40.00 1,800.00 49.44 2,224.80 615.01 TRAFFIC SIGN TYPE A (F) M2 15. 750.00 11,250.00 870.61 13,059.15 615.02 TRAFFIC SIGN TYPE B (F) M2 2. 600.00 1,200.00 757.05 1,514.10 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) M2 24. 900.00 21,600.00 1,457.45 34,978.80 615.024 RELOCATING TRAFFIC SIGN, TYPE B U 2. 1,250.00 2,500.00 1,297.80 2,595.60 615.03 TRAFFIC SIGN TYPE C (F) M2 56. 500.00 28,000.00 566.50 31,724.00 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 11. 300.00 3,300.00 133.90 1,472.90 615.05 TRAFFIC SIGN TYPE BB (F) M2 1. 350.00 350.00 360.50 360.50 615.054 RELOCATING TRAFFIC SIGN TYPE BB U 4. 150.00 600.00 77.25 309.00 615.06 TRAFFIC SIGN TYPE CC (F) M2 6. 150.00 900.00 257.50 1,545.00 616.101 TRAFFIC SIGNALS U 1. 2,500.00 2,500.00 5,665.00 5,665.00 616.102 TRAFFIC SIGNALS U 1. 4,000.00 4,000.00 9,270.00 9,270.00 616.161 TRAFFIC SIGNALS (TEMP.) U 1. 20,000.00 20,000.00 27,810.00 27,810.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 350,000.00 350,000.00 350,000.00 350,000.00 618.7 FLAGGERS HR 4,800. 17.85 85,680.00 21.60 103,680.00 619.1 MAINTENANCE OF TRAFFIC U 1. 200,000.00 200,000.00 804,430.00 804,430.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 2. 25,000.00 50,000.00 20,600.00 41,200.00 622.1 STEEL WITNESS MARKERS EA 28. 25.00 700.00 22.66 634.48 622.2 CONCRETE BOUNDS EA 54. 225.00 12,150.00 231.75 12,514.50 624. RAILROAD PROTECTION U 1. 7,500.00 7,500.00 25,750.00 25,750.00 625.22 CONCRETE LIGHT POLE BASES, TYPE B (FOR HIGH- WAY LIGHTING) EA 6. 500.00 3,000.00 566.50 3,399.00 625.551 ORNAMENTAL LIGHT POLE (GRANVILLE WITH POLE) U 4. 2,500.00 10,000.00 3,090.00 12,360.00 625.552 ORNAMENTAL LIGHT POLE (WASHINGTON WITH CROSSARM BRACKET) U 37. 1,500.00 55,500.00 4,429.00 163,873.00 628.2 SAWED BITUMINOUS PAVEMENT LM 7,600. 8.00 60,800.00 8.24 62,624.00 632.0110 RETROREFLECTIVE PAINT PAVEMENT MARKING, 100 MM LINE LM 28,500. .40 11,400.00 .43 12,255.00 632.3145 RETROREFLECT. THERMOPLAS. PAVE. MARKING 450 MM LIN LM 390. 8.00 3,120.00 8.64 3,369.60 632.3160 RETROREFLECT. THERMOPLAS. PAVE. MARKING 600 MM LIN LM 1,160. 10.00 11,600.00 9.45 10,962.00 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD M2 225. 40.00 9,000.00 70.20 15,795.00 11339I PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 641. LOAM M3 5,260. 28.00 147,280.00 24.72 130,027.20 641.65 PLANTING MIX M3 80. 50.00 4,000.00 145.44 11,635.20 643.22 FERTILIZER FOR REFERTIL- IZATION T 2.7 450.00 1,215.00 486.00 1,312.20 645.3 EROSION STONE T 100. 42.00 4,200.00 46.35 4,635.00 645.51 HAY BALES FOR TEMPORARY EROSION CONTROL EA 134. 6.00 804.00 7.21 966.14 645.52 RYEGRASS FOR TEMPORARY EROSION CONTROL KG 116. 3.00 348.00 2.57 298.12 645.531 SILT FENCE LM 150. 6.70 1,005.00 8.24 1,236.00 645.532 SILT FENCE WITH SUPPORT FENCE LM 460. 11.00 5,060.00 12.36 5,685.60 645.7 EROSION AND SEDIMENT CONTROL STORMWATER MANAGEMENT PLAN U 1. 3,500.00 3,500.00 8,497.50 8,497.50 645.71 MONITORING EROSION AND SEDIMENT CONTROL HR 150. 80.00 12,000.00 103.00 15,450.00 646.3 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS HA 3.76 3,000.00 11,280.00 3,105.00 11,674.80 647.1 HUMUS M3 640. 14.00 8,960.00 20.60 13,184.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 1. 250.00 250.00 360.50 360.50 670.95 TEMPORARY SAFETY FENCE LM 300. 6.00 1,800.00 7.21 2,163.00 692. MOBILIZATION U 1. 700,000.00 700,000.00 772,500.00 772,500.00 692.2 MOBILIZATION (WATER AND SEWER) U 1. 100,000.00 100,000.00 257,500.00 257,500.00 693. ON-THE-JOB TRAINING OF UNSKILLED WORKERS $ 1. 600.00 600.00 600.00 600.00 698.12 FIELD OFFICE TYPE B MON 24. 1,000.00 24,000.00 1,854.00 44,496.00 698.121 FIELD OFFICE TYPE B (WATER AND SEWER) MON 24. 1,000.00 24,000.00 1,648.00 39,552.00 698.2 PHYSICAL TESTING LABORATORY MON 24. 750.00 18,000.00 978.50 23,484.00 698.6 HIGH SPEED INTERNET SERVICE MON 24. 100.00 2,400.00 41.20 988.80 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 804.392 TELEPHONE MANHOLE EA 10. 5,000.00 50,000.00 3,605.00 36,050.00 804.3921 TELEPHONE PEDESTAL EA 14. 450.00 6,300.00 1,926.10 26,965.40 804.3931 ELECTRIC MANHOLE 1.2 M X 2.4 M EA 6. 4,000.00 24,000.00 3,605.00 21,630.00 804.3932 ELECTRIC MANHOLE 1.8 M X 3.6 M EA 10. 4,000.00 40,000.00 5,665.00 56,650.00 804.394 CABLE MANHOLE EA 16. 1,500.00 24,000.00 3,090.00 49,440.00 806.1 COMMON TRENCHING AND BACKFILL M3 4,103.21 4.00 16,412.84 6.39 26,219.51 814.10 CONDUIT CAP EA 3. 30.00 90.00 206.00 618.00 814.131 75 MM PLASTIC CONDUIT, CONCRETE ENCASED LM 19.77 65.00 1,285.05 53.56 1,058.88 11339I PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 814.141 100 MM SCHEDULE 40 CONDUIT, CONCRETE ENCASED LM 946.43 66.00 62,464.38 78.17 73,982.43 814.1412 100 MM 12-DUCT SCHEDULE 40 CONDUIT, CONCRETE ENCASED LM 20.11 190.00 3,820.90 219.18 4,407.71 814.142 100 MM 2-DUCT SCHEDULE 40 CONDUIT, CONCRETE ENCASED LM 378.83 90.00 34,094.70 113.27 42,910.07 814.143 100 MM 3-DUCT SCHEDULE 40 CONDUIT, CONCRETE ENCASED LM 150.54 95.00 14,301.30 113.78 17,128.44 814.144 100 MM 4-DUCT SCHEDULE 40 CONDUIT, CONCRETE ENCASED LM 141.71 100.00 14,171.00 127.53 18,072.28 814.146 100 MM 6-DUCT SCHEDULE 40 CONDUIT, CONCRETE ENCASED LM 1,193.83 140.00 167,136.20 143.40 171,195.22 814.147 100 MM 7-DUCT SCHEDULE 40 CONDUIT, CONCRETE ENCASED LM 341.84 150.00 51,276.00 149.52 51,111.92 814.148 100 MM 8-DUCT SCHEDULE 40 CONDUIT, CONCRETE ENCASED LM 177.42 160.00 28,387.20 173.54 30,789.47 814.149 100 MM 9-DUCT SCHEDULE 40 CONDUIT, CONCRETE ENCASED LM 1,014.72 170.00 172,502.40 169.65 172,147.25 814.221 50 MM SCHEDULE 80 PVC CONDUIT, CONCRETE ENCASED LM 180.77 75.00 13,557.75 76.02 13,742.14 814.222 50 MM 2-DUCT SCHEDULE 80 CONDUIT, CONCRETE ENCASED LM 19.41 95.00 1,843.95 99.17 1,924.89 814.241 100 MM SCHEDULE 80 PVC CONDUIT, CONCRETE ENCASED LM 33.18 70.00 2,322.60 71.90 2,385.64 814.2412 100 MM 12-DUCT SCHEDULE 80 CONDUIT, CONCRETE ENCASED LM 53.67 220.00 11,807.40 369.77 19,845.56 814.242 100 MM 2-DUCT SCHEDULE 80 CONDUIT, CONCRETE ENCASED LM 51.6 95.00 4,902.00 133.26 6,876.22 814.243 100 MM 3-DUCT SCHEDULE 80 CONDUIT, CONCRETE ENCASED LM 51.97 100.00 5,197.00 117.59 6,111.15 814.246 100 MM 6-DUCT SCHEDULE 80 CONDUIT, CONCRETE ENCASED LM 79.35 170.00 13,489.50 147.90 11,735.87 814.249 100 MM 9-DUCT SCHEDULE 80 CONDUIT, CONCRETE ENCASED LM 101.47 200.00 20,294.00 243.82 24,740.42 11339I PAGE 9 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 814.308 POLES EA 4. 1,850.00 7,400.00 2,781.00 11,124.00 814.3081 POLE RISERS EA 3. 50.00 150.00 2,039.40 6,118.20 814.3082 POLE ANCHORS EA 1. 100.00 100.00 1,236.00 1,236.00 814.721 50 MM SCHEDULE 40 CONDUIT LM 2,289.48 35.00 80,131.80 45.67 104,560.55 814.722 50 MM 2-DUCT SCHEDULE 40 CONDUIT LM 13.37 40.00 534.80 53.25 711.95 814.731 75 MM PLASTIC CONDUIT LM 905.19 36.00 32,586.84 44.09 39,909.83 814.732 75 MM 2-DUCT SCHEDULE 40 CONDUIT LM 126.57 41.00 5,189.37 62.95 7,967.58 814.733 75 MM 3-DUCT SCHEDULE 40 CONDUIT LM 83.83 45.00 3,772.35 85.68 7,182.55 814.741 100 MM PLASTIC CONDUIT LM 1,834.69 40.00 73,387.60 59.38 108,943.89 814.742 100 MM 2-DUCT SCHEDULE 40 CONDUIT LM 1,170.03 45.00 52,651.35 57.15 66,867.21 814.743 100 MM 3-DUCT SCHEDULE 40 CONDUIT LM 123.78 50.00 6,189.00 121.53 15,042.98 814.744 100 MM 4-DUCT SCHEDULE 40 CONDUIT LM 55.22 53.00 2,926.66 92.76 5,122.21 1007. MISCELLANEOUS LANDSCAPE TREATMENT $ 1. 6,000.00 6,000.00 6,000.00 6,000.00 1008.41 ALTERATIONS AND ADDITIONS UNDERGROUND UTILITY REMOVAL AND DISPOSAL $ 1. 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 1010.12 FUEL ADJUSTMENT, GASOLINE $ 1. 35,000.00 35,000.00 35,000.00 35,000.00 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 FOR ASPHALT $ 1. 70,000.00 70,000.00 70,000.00 70,000.00 $11,689,405.94 $15,197,861.92