THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: FARMINGTON 13379 COUNTIES AND CODES: STRAFFORD 017 DATE BIDS OPEN: MARCH 11, 2004 SCOPE OF WORK: ROADWAY RECONSTRUCTION LOCATION: NH ROUTE 11, NH ROUTE 153 AND MEETINGHOUSE HILL ROAD COMPLETION DATE: NOVEMBER 5, 2004 A PIKE INDUSTRIES, INC. 3 EASTGATE PARK RD., BELMONT, NH 03220 $ 1,356,997.76 B R. M. PIPER, INC. PO BOX 490, PLYMOUTH, NH 03264 $ 1,386,703.80 C SUR CONSTRUCTION INC. 233 CHESTNUT HILL RD., ROCHESTER, NH 03867 $ 1,438,000.00 D ALVIN J. COLEMAN & SON INC. 9 NH RTE 113, CONWAY, NH 03818 $ 1,467,537.00 E NORTHEAST EARTH MATERIALS, INC. 159 BARNSTEAD ROAD, PITTSFIELD, NH 03263 $ 1,469,089.09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) HA .5 23,200.00 11,600.00 10,000.00 5,000.00 52,639.05 26,319.53 201.21 REMOVING SMALL TREES EA 4. 140.00 560.00 280.00 1,120.00 161.00 644.00 202.41 REMOVAL OF EXISTING PIPE 0-600 MM DIA. LM 55. 41.00 2,255.00 30.00 1,650.00 27.00 1,485.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 4. 450.00 1,800.00 200.00 800.00 251.00 1,004.00 203.1 COMMON EXCAVATION M3 22,500. 6.00 135,000.00 4.25 95,625.00 6.30 141,750.00 203.6 EMBANKMENT-IN-PLACE (F) M3 662. 7.75 5,130.50 3.00 1,986.00 14.00 9,268.00 206.1 COMMON STRUCTURE EXCAVATION M3 155. 7.75 1,201.25 8.00 1,240.00 11.00 1,705.00 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY M3 50. 40.00 2,000.00 18.00 900.00 22.00 1,100.00 214. FINE GRADING U 1. 35,000.00 35,000.00 40,000.00 40,000.00 28,000.00 28,000.00 304.101 SAND M3 3,568. 3.75 13,380.00 8.00 28,544.00 7.00 24,976.00 304.3 CRUSHED GRAVEL (F) M3 91. 43.00 3,913.00 18.00 1,638.00 37.00 3,367.00 304.35 CRUSHED GRAVEL FOR DRIVES M3 1,350. 28.00 37,800.00 18.00 24,300.00 24.00 32,400.00 304.399 TEMPORARY CRUSHED GRAVEL M3 650. 21.00 13,650.00 18.00 11,700.00 24.00 15,600.00 304.4 CRUSHED STONE (FINE GRADATION) (F) M3 3,232. 19.50 63,024.00 20.00 64,640.00 25.00 80,800.00 304.5 CRUSHED STONE (COARSE GRADATION) (F) M3 2,662. 19.50 51,909.00 20.00 53,240.00 25.00 66,550.00 403.11 HOT BITUMINOUS PAVEMENT, MACHINE METHOD T 750. 48.00 36,000.00 40.00 30,000.00 43.00 32,250.00 403.1105 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (SUPERPAVE) T 5,100. 39.00 198,900.00 40.00 204,000.00 43.00 219,300.00 13379 PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD T 425. 82.75 35,168.75 80.00 34,000.00 83.00 35,275.00 403.99 TEMPORARY BITUMINOUS PAVEMENT T 200. 48.00 9,600.00 75.00 15,000.00 40.00 8,000.00 417. COLD PLANING BITUMINOUS SURFACES (F) M2 973. 7.70 7,492.10 8.00 7,784.00 6.00 5,838.00 585.3 STONE FILL, CLASS C M3 15. 45.00 675.00 40.00 600.00 75.00 1,125.00 603.00204 375 MM R.C. PIPE, CLASS III LM 70. 137.00 9,590.00 75.00 5,250.00 135.00 9,450.00 603.00205 450 MM R.C. PIPE, CLASS III LM 40. 155.00 6,200.00 80.00 3,200.00 94.00 3,760.00 603.34104 375 MM STEEL END SECTION EA 3. 130.00 390.00 200.00 600.00 125.00 375.00 603.34105 450 MM STEEL END SECTION EA 2. 150.00 300.00 225.00 450.00 155.00 310.00 603.34106 600 MM STEEL END SECTION EA 2. 190.00 380.00 250.00 500.00 175.00 350.00 603.34108 750 MM STEEL END SECTION EA 1. 340.00 340.00 350.00 350.00 300.00 300.00 603.44003 300 MM CORRUGATED POLYETHYLENE PIPE FOR SLOPE DRAINAGE LM 4. 80.00 320.00 60.00 240.00 111.00 444.00 603.83203 300 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 300. 54.00 16,200.00 50.00 15,000.00 63.00 18,900.00 603.83204 375 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 510. 55.00 28,050.00 60.00 30,600.00 66.00 33,660.00 603.83205 450 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 185. 68.00 12,580.00 75.00 13,875.00 74.00 13,690.00 603.83206 600 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 235. 82.00 19,270.00 90.00 21,150.00 88.00 20,680.00 604.0007 POLYETHYLENE LINER EA 26. 145.00 3,770.00 150.00 3,900.00 250.00 6,500.00 604.12 CATCH BASINS TYPE B U 21. 1,200.00 25,200.00 1,100.00 23,100.00 1,275.00 26,775.00 604.15 CATCH BASINS TYPE E U 7. 1,300.00 9,100.00 1,200.00 8,400.00 1,275.00 8,925.00 604.16 CATCH BASINS TYPE F U 2. 1,350.00 2,700.00 1,300.00 2,600.00 1,275.00 2,550.00 604.242 DROP INLETS TYPE D-B U 1. 850.00 850.00 900.00 900.00 1,400.00 1,400.00 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LM 19.06 91.00 1,734.46 95.00 1,810.70 91.38 1,741.70 606.91 RESETTING OR SETTING GUARDRAIL LM 50. 42.00 2,100.00 42.00 2,100.00 41.54 2,077.00 608.105 50 MM BITUMINOUS SIDEWALK (F) M2 536. 9.70 5,199.20 12.00 6,432.00 11.00 5,896.00 608.215 150 MM CONCRETE SIDEWALK (F) M2 464. 36.00 16,704.00 35.00 16,240.00 38.00 17,632.00 608.52 DETECTUBLE WARNING DEVICE (SIDEWALK RAMP) M2 2. 650.00 1,300.00 125.00 250.00 1,000.00 2,000.00 609.01 STRAIGHT GRANITE CURB LM 80. 49.00 3,920.00 60.00 4,800.00 51.00 4,080.00 609.02 CURVED GRANITE CURB LM 20. 78.00 1,560.00 85.00 1,700.00 80.00 1,600.00 609.2115 STRAIGHT GRANITE SLOPE CURB 150 MM HIGH LM 840. 40.00 33,600.00 50.00 42,000.00 41.50 34,860.00 609.2215 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS, 150 MM HIGH LM 50. 40.00 2,000.00 55.00 2,750.00 41.50 2,075.00 609.5 RESET GRANITE CURB LM 100. 23.50 2,350.00 25.00 2,500.00 21.00 2,100.00 609.945 SPECIAL STRAIGHT GRANITE CURB 300MM-450MM REVEAL LM 55. 240.00 13,200.00 230.00 12,650.00 232.00 12,760.00 13379 PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 614.3081 75 MM STEEL CONDUIT LM 75. 42.00 3,150.00 42.00 3,150.00 42.00 3,150.00 614.511 CONCRETE PULL BOX 350 MM EA 4. 281.00 1,124.00 300.00 1,200.00 281.00 1,124.00 614.522 MOLDED PULL BOX 325 MM X 600 MM EA 3. 288.00 864.00 300.00 900.00 288.00 864.00 614.70814 75 MM PVC PLASTIC CONDUIT SCHEDULE 40 LM 45. 21.00 945.00 22.00 990.00 21.00 945.00 614.70818 75 MM PVC PLASTIC CONDUIT SCHEDULE 80 LM 90. 43.00 3,870.00 45.00 4,050.00 43.40 3,906.00 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) M2 16.74 1,095.00 18,330.30 1,100.00 18,414.00 800.00 13,392.00 615.03 TRAFFIC SIGN TYPE C (F) M2 15.93 500.00 7,965.00 520.00 8,283.60 400.00 6,372.00 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 5. 150.00 750.00 160.00 800.00 150.00 750.00 615.06 TRAFFIC SIGN TYPE CC (F) M2 3.65 195.00 711.75 200.00 730.00 110.00 401.50 616.101 TRAFFIC SIGNALS U 1. 55,000.00 55,000.00 56,000.00 56,000.00 53,566.00 53,566.00 618.61 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. 19.00 57,000.00 19.00 57,000.00 15.00 45,000.00 619.1 MAINTENANCE OF TRAFFIC U 1. 45,000.00 45,000.00 50,000.00 50,000.00 9,682.47 9,682.47 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 2. 9,500.00 19,000.00 12,000.00 24,000.00 1,000.00 2,000.00 619.253 PORTABLE CHANGEABLE MESSAGE SIGN (UNIT WEEK) UWK 12. 275.00 3,300.00 550.00 6,600.00 350.00 4,200.00 621.31 SINGLE DELINEATOR WITH POST EA 55. 28.00 1,540.00 30.00 1,650.00 28.00 1,540.00 622.1 STEEL WITNESS MARKERS EA 22. 22.00 484.00 25.00 550.00 22.00 484.00 622.2 CONCRETE BOUNDS EA 8. 200.00 1,600.00 200.00 1,600.00 192.00 1,536.00 622.4 STONE BOUNDS EA 7. 200.00 1,400.00 200.00 1,400.00 198.00 1,386.00 628.2 SAWED BITUMINOUS PAVEMENT LM 600. 5.75 3,450.00 5.00 3,000.00 9.00 5,400.00 632.0110 RETROREFLECTIVE PAINT PAVEMENT MARKING, 100 MM LINE LM 9,500. .36 3,420.00 .50 4,750.00 .35 3,325.00 632.0120 RETROREFLECTIVE PAINT PAVEMENT MARKING, 200 MM LINE LM 10. 1.75 17.50 1.00 10.00 1.31 13.10 632.0130 RETROREFLECTIVE PAINT PAVEMENT MARKING, 300 MM LINE LM 50. 2.45 122.50 5.25 262.50 1.64 82.00 632.0145 RETROREFLECTIVE PAINT PAVEMENT MARKING, 450 MM LINE LM 34. 3.55 120.70 6.00 204.00 1.80 61.20 632.3145 RETROREFLECT. THERMOPLAS. PAVE. MARKING 450 MM LIN LM 35. 8.20 287.00 7.50 262.50 6.00 210.00 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD M2 17. 43.00 731.00 80.00 1,360.00 30.00 510.00 632.9110 OBLITERATE PAVEMENT MARKING, 100 MM LINE LM 3,800. 1.45 5,510.00 2.00 7,600.00 1.00 3,800.00 641.115 LOAM (150 MM DEEP) M3 600. 28.00 16,800.00 28.00 16,800.00 23.00 13,800.00 645.21 SLOPE STABILIZATION (2:1 OR FLATTER) M2 1,000. 1.25 1,250.00 1.30 1,300.00 1.25 1,250.00 13379 PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM A B C NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 645.23 CHANNEL STABILIZATION (LOW VELOCITY) M2 425. 1.25 531.25 1.30 552.50 1.25 531.25 645.3 EROSION STONE T 100. 35.00 3,500.00 24.00 2,400.00 30.00 3,000.00 645.531 SILT FENCE LM 50. 7.40 370.00 9.00 450.00 8.00 400.00 645.7 EROSION AND SEDIMENT CONTROL STORMWATER MANAGEMENT PLAN U 1. 6,000.00 6,000.00 8,500.00 8,500.00 1,100.00 1,100.00 645.71 MONITORING EROSION AND SEDIMENT CONTROL HR 70. 10.00 700.00 100.00 7,000.00 65.00 4,550.00 646.3 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS HA 1.45 2,500.00 3,625.00 2,600.00 3,770.00 2,500.00 3,625.00 647.315 HUMUS (150 MM DEEP) M3 1,575. 13.50 21,262.50 16.00 25,200.00 16.55 26,066.25 662.281 DECOMMISSION MONITORING WELLS LM 70. 30.00 2,100.00 45.00 3,150.00 53.00 3,710.00 670.046 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1. 7,000.00 7,000.00 24,500.00 24,500.00 36,000.00 36,000.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 10. 150.00 1,500.00 150.00 1,500.00 160.00 1,600.00 670.9 REMOVE AND RELOCATE BAR-WAY U 2. 500.00 1,000.00 800.00 1,600.00 550.00 1,100.00 692. MOBILIZATION U 1. 65,000.00 65,000.00 80,000.00 80,000.00 104,000.00 104,000.00 698.13 FIELD OFFICE TYPE C MON 10. 1,350.00 13,500.00 1,250.00 12,500.00 1,100.00 11,000.00 698.2 PHYSICAL TESTING LABORATORY MON 8. 275.00 2,200.00 700.00 5,600.00 115.00 920.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1010.11 FUEL ADJUSTMENT, DIESEL $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1010.12 FUEL ADJUSTMENT, GASOLINE $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 10,000.00 $1,356,997.76 $1,386,703.80 $1,438,000.00 THE STATE OF NEW HAMPSHIRE PAGE 1 DEPARTMENT OF TRANSPORTATION PROJECT: FARMINGTON 13379 COUNTIES AND CODES: STRAFFORD 017 DATE BIDS OPEN: MARCH 11, 2004 SCOPE OF WORK: ROADWAY RECONSTRUCTION LOCATION: NH ROUTE 11, NH ROUTE 153 AND MEETINGHOUSE HILL ROAD COMPLETION DATE: NOVEMBER 5, 2004 A PIKE INDUSTRIES, INC. 3 EASTGATE PARK RD., BELMONT, NH 03220 $ 1,356,997.76 B R. M. PIPER, INC. PO BOX 490, PLYMOUTH, NH 03264 $ 1,386,703.80 C SUR CONSTRUCTION INC. 233 CHESTNUT HILL RD., ROCHESTER, NH 03867 $ 1,438,000.00 D ALVIN J. COLEMAN & SON INC. 9 NH RTE 113, CONWAY, NH 03818 $ 1,467,537.00 E NORTHEAST EARTH MATERIALS, INC. 159 BARNSTEAD ROAD, PITTSFIELD, NH 03263 $ 1,469,089.09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 201.1 CLEARING AND GRUBBING (F) HA .5 14,500.00 7,250.00 20,000.00 10,000.00 201.21 REMOVING SMALL TREES EA 4. 225.00 900.00 200.00 800.00 202.41 REMOVAL OF EXISTING PIPE 0-600 MM DIA. LM 55. 27.00 1,485.00 33.00 1,815.00 202.5 REMOVAL OF CATCH BASINS, DROP INLETS, AND MANHOLES EA 4. 150.00 600.00 250.00 1,000.00 203.1 COMMON EXCAVATION M3 22,500. 4.80 108,000.00 6.50 146,250.00 203.6 EMBANKMENT-IN-PLACE (F) M3 662. 3.20 2,118.40 4.00 2,648.00 206.1 COMMON STRUCTURE EXCAVATION M3 155. 7.90 1,224.50 14.50 2,247.50 206.19 COMMON STRUCTURE EXCAVATION EXPLORATORY M3 50. 35.00 1,750.00 14.50 725.00 214. FINE GRADING U 1. 21,980.00 21,980.00 40,000.00 40,000.00 304.101 SAND M3 3,568. 4.20 14,985.60 7.00 24,976.00 304.3 CRUSHED GRAVEL (F) M3 91. 25.00 2,275.00 40.00 3,640.00 304.35 CRUSHED GRAVEL FOR DRIVES M3 1,350. 19.80 26,730.00 26.00 35,100.00 304.399 TEMPORARY CRUSHED GRAVEL M3 650. 16.80 10,920.00 22.00 14,300.00 304.4 CRUSHED STONE (FINE GRADATION) (F) M3 3,232. 21.70 70,134.40 22.00 71,104.00 304.5 CRUSHED STONE (COARSE GRADATION) (F) M3 2,662. 16.40 43,656.80 22.00 58,564.00 403.11 HOT BITUMINOUS PAVEMENT, MACHINE METHOD T 750. 48.00 36,000.00 48.00 36,000.00 403.1105 HOT BITUMINOUS PAVEMENT, MACHINE METHOD (SUPERPAVE) T 5,100. 39.00 198,900.00 39.00 198,900.00 13379 PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD T 425. 82.75 35,168.75 83.00 35,275.00 403.99 TEMPORARY BITUMINOUS PAVEMENT T 200. 48.00 9,600.00 48.00 9,600.00 417. COLD PLANING BITUMINOUS SURFACES (F) M2 973. 7.70 7,492.10 8.00 7,784.00 585.3 STONE FILL, CLASS C M3 15. 38.00 570.00 64.00 960.00 603.00204 375 MM R.C. PIPE, CLASS III LM 70. 98.00 6,860.00 105.00 7,350.00 603.00205 450 MM R.C. PIPE, CLASS III LM 40. 146.00 5,840.00 135.00 5,400.00 603.34104 375 MM STEEL END SECTION EA 3. 155.00 465.00 100.00 300.00 603.34105 450 MM STEEL END SECTION EA 2. 170.00 340.00 120.00 240.00 603.34106 600 MM STEEL END SECTION EA 2. 205.00 410.00 175.00 350.00 603.34108 750 MM STEEL END SECTION EA 1. 295.00 295.00 300.00 300.00 603.44003 300 MM CORRUGATED POLYETHYLENE PIPE FOR SLOPE DRAINAGE LM 4. 400.00 1,600.00 86.00 344.00 603.83203 300 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 300. 71.30 21,390.00 66.00 19,800.00 603.83204 375 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 510. 75.60 38,556.00 69.00 35,190.00 603.83205 450 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 185. 81.40 15,059.00 86.00 15,910.00 603.83206 600 MM PLASTIC PIPE (SMOOTH INTERIOR) LM 235. 94.60 22,231.00 99.00 23,265.00 604.0007 POLYETHYLENE LINER EA 26. 155.00 4,030.00 105.00 2,730.00 604.12 CATCH BASINS TYPE B U 21. 1,140.00 23,940.00 1,500.00 31,500.00 604.15 CATCH BASINS TYPE E U 7. 1,110.00 7,770.00 1,650.00 11,550.00 604.16 CATCH BASINS TYPE F U 2. 1,260.00 2,520.00 1,625.00 3,250.00 604.242 DROP INLETS TYPE D-B U 1. 990.00 990.00 1,150.00 1,150.00 606.140 BEAM GUARDRAIL (STANDARD SECTION- WOOD POSTS) LM 19.06 91.38 1,741.70 94.00 1,791.64 606.91 RESETTING OR SETTING GUARDRAIL LM 50. 41.54 2,077.00 43.00 2,150.00 608.105 50 MM BITUMINOUS SIDEWALK (F) M2 536. 9.70 5,199.20 12.50 6,700.00 608.215 150 MM CONCRETE SIDEWALK (F) M2 464. 34.00 15,776.00 48.00 22,272.00 608.52 DETECTUBLE WARNING DEVICE (SIDEWALK RAMP) M2 2. 250.00 500.00 330.00 660.00 609.01 STRAIGHT GRANITE CURB LM 80. 47.56 3,804.80 51.00 4,080.00 609.02 CURVED GRANITE CURB LM 20. 78.72 1,574.40 82.50 1,650.00 609.2115 STRAIGHT GRANITE SLOPE CURB 150 MM HIGH LM 840. 41.00 34,440.00 43.50 36,540.00 609.2215 STRAIGHT GRANITE SLOPE CURB WITH RADIAL JOINTS, 150 MM HIGH LM 50. 41.00 2,050.00 43.50 2,175.00 609.5 RESET GRANITE CURB LM 100. 16.40 1,640.00 27.00 2,700.00 609.945 SPECIAL STRAIGHT GRANITE CURB 300MM-450MM REVEAL LM 55. 225.00 12,375.00 235.00 12,925.00 13379 PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 614.3081 75 MM STEEL CONDUIT LM 75. 50.00 3,750.00 42.00 3,150.00 614.511 CONCRETE PULL BOX 350 MM EA 4. 290.00 1,160.00 290.00 1,160.00 614.522 MOLDED PULL BOX 325 MM X 600 MM EA 3. 325.00 975.00 300.00 900.00 614.70814 75 MM PVC PLASTIC CONDUIT SCHEDULE 40 LM 45. 27.00 1,215.00 22.00 990.00 614.70818 75 MM PVC PLASTIC CONDUIT SCHEDULE 80 LM 90. 50.00 4,500.00 45.00 4,050.00 615.022 TRAFFIC SIGN TYPE B, BREAKAWAY MOUNTS (F) M2 16.74 1,095.00 18,330.30 1,100.00 18,414.00 615.03 TRAFFIC SIGN TYPE C (F) M2 15.93 500.00 7,965.00 515.00 8,203.95 615.034 RELOCATING TRAFFIC SIGN, TYPE C U 5. 150.00 750.00 155.00 775.00 615.06 TRAFFIC SIGN TYPE CC (F) M2 3.65 195.00 711.75 200.00 730.00 616.101 TRAFFIC SIGNALS U 1. 62,500.00 62,500.00 55,000.00 55,000.00 618.61 UNIFORMED OFFICERS WITH VEHICLE $ 1. 50,000.00 50,000.00 50,000.00 50,000.00 618.7 FLAGGERS HR 3,000. 17.10 51,300.00 20.50 61,500.00 619.1 MAINTENANCE OF TRAFFIC U 1. 48,870.00 48,870.00 50,000.00 50,000.00 619.25 PORTABLE CHANGEABLE MESSAGE SIGN U 2. 11,250.00 22,500.00 10,250.00 20,500.00 619.253 PORTABLE CHANGEABLE MESSAGE SIGN (UNIT WEEK) UWK 12. 375.00 4,500.00 500.00 6,000.00 621.31 SINGLE DELINEATOR WITH POST EA 55. 28.00 1,540.00 29.00 1,595.00 622.1 STEEL WITNESS MARKERS EA 22. 22.00 484.00 23.00 506.00 622.2 CONCRETE BOUNDS EA 8. 192.00 1,536.00 200.00 1,600.00 622.4 STONE BOUNDS EA 7. 198.00 1,386.00 205.00 1,435.00 628.2 SAWED BITUMINOUS PAVEMENT LM 600. 11.60 6,960.00 5.00 3,000.00 632.0110 RETROREFLECTIVE PAINT PAVEMENT MARKING, 100 MM LINE LM 9,500. .50 4,750.00 .53 5,035.00 632.0120 RETROREFLECTIVE PAINT PAVEMENT MARKING, 200 MM LINE LM 10. 1.00 10.00 1.05 10.50 632.0130 RETROREFLECTIVE PAINT PAVEMENT MARKING, 300 MM LINE LM 50. 4.95 247.50 5.10 255.00 632.0145 RETROREFLECTIVE PAINT PAVEMENT MARKING, 450 MM LINE LM 34. 5.75 195.50 6.00 204.00 632.3145 RETROREFLECT. THERMOPLAS. PAVE. MARKING 450 MM LIN LM 35. 7.50 262.50 7.75 271.25 632.32 RETROREFLECT. THERMOPLAS. PAVEMENT MARKING, SYMBOL OR WORD M2 17. 75.00 1,275.00 78.00 1,326.00 632.9110 OBLITERATE PAVEMENT MARKING, 100 MM LINE LM 3,800. 1.85 7,030.00 2.00 7,600.00 641.115 LOAM (150 MM DEEP) M3 600. 24.40 14,640.00 16.00 9,600.00 645.21 SLOPE STABILIZATION (2:1 OR FLATTER) M2 1,000. 1.25 1,250.00 1.35 1,350.00 13379 PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ITEM D E NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ------------------------------------------------------------------------------------------------------------------------------------ 645.23 CHANNEL STABILIZATION (LOW VELOCITY) M2 425. 1.25 531.25 1.35 573.75 645.3 EROSION STONE T 100. 31.50 3,150.00 22.00 2,200.00 645.531 SILT FENCE LM 50. 13.10 655.00 8.25 412.50 645.7 EROSION AND SEDIMENT CONTROL STORMWATER MANAGEMENT PLAN U 1. 6,000.00 6,000.00 7,000.00 7,000.00 645.71 MONITORING EROSION AND SEDIMENT CONTROL HR 70. 10.00 700.00 10.00 700.00 646.3 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS HA 1.45 2,500.00 3,625.00 2,600.00 3,770.00 647.315 HUMUS (150 MM DEEP) M3 1,575. 18.80 29,610.00 14.00 22,050.00 662.281 DECOMMISSION MONITORING WELLS LM 70. 56.00 3,920.00 23.00 1,610.00 670.046 CONSTRUCT AND REMOVE TEMPORARY WIDENING U 1. 9,800.00 9,800.00 1.00 1.00 670.066 MAILBOX SUPPORT ASSEMBLIES EA 10. 150.00 1,500.00 155.00 1,550.00 670.9 REMOVE AND RELOCATE BAR-WAY U 2. 550.00 1,100.00 600.00 1,200.00 692. MOBILIZATION U 1. 191,137.55 191,137.55 100,000.00 100,000.00 698.13 FIELD OFFICE TYPE C MON 10. 1,320.00 13,200.00 1,250.00 12,500.00 698.2 PHYSICAL TESTING LABORATORY MON 8. 850.00 6,800.00 800.00 6,400.00 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1010.11 FUEL ADJUSTMENT, DIESEL $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1010.12 FUEL ADJUSTMENT, GASOLINE $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 1010.2 ASPHALT CEMENT ADJUSTMENT $ 1. 10,000.00 10,000.00 10,000.00 10,000.00 $1,467,537.00 $1,469,089.09