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<br />Rug 29 2005 14:02
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<br />BONESTROO ROSENE RNDERLIK 6516361311
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<br />p.3
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<br /> Contract Unit Current Qu an tity Amount
<br /> No. Item Unit Quantity Price Quantity to Date to Date
<br /> PART 1 - STREET IMPROVEMENTS:
<br /> 1 MOBILIZATION LS 1 60000.00 1 $60,000.00
<br /> 2 TRAFFIC CONTROL LS 1 7500.00 1 $7,500.00
<br /> 3 REMOVE BITUMINOUS PAVEMENT SY 26300 1.00 28681 $28,681.00
<br /> 4 SAWING BITUMINOUS PAVEMENT LF 2500 2.00 2258 $4,516.00
<br /> 5 REMOVE CONCRETE CURB AND GUTTER LF 800 2.00 789 $1,578.00
<br /> 6 REMOVE CONCRETE PAVEMENT SY 50 4.00 775 $3,100.00
<br /> 7 COMMON EXCAVATION CY 23200 4.75 23200 $110,200.00
<br /> 8 GEOTEXTILE FABRIC SY 29500 1.40 29477 $41,267.80
<br /> 9 SELECT GRANULAR BORROW (CV) CY 17150 10.00 16104.9 $161,049.00
<br /> 10 TOPSOIL BORROW (LV) CY 500 6.00 96 $576.00
<br /> 11 CLASS 5 AGGREGATE BASE - STREET TN 11500 8.75 13623.88 $119,208.95
<br /> 12 CLASS 5 AGGREGATE BASE - SIDEWALK TN 120 15.00 133 $1,995.00
<br /> 13 TYPE LV 3 WEARING COURSE MIXTURE - STREET TN 2740 32.00 2557.97 $81,855.04
<br /> 14 TYPE LV 3 NON-WEARING COURSE MIXTURE - STREEl TN 2540 31.50 3240.8 S 102,085.20
<br /> 15 BITUMINOUS MATERIAL FOR TACK COAT GL 1600 1.25 150 1675 $2,093.75
<br /> 16 TYPE LV 4 WEARING COURSE - DRIVEWAYS TN 300 65.00 433.23 $28,159.95
<br /> 17 TYPE LV 4 WEARING COURSE - TRAIL TN 150 50.00 166.4 $8,320.00
<br /> 18 MILL BITUMINOUS PAVEMENT SY 2300 2.50 $0.00
<br /> 19 COURSE AGGREGATE FOR DRAiNTlLE - PETERSON &
<br /> 73RD CY 400 16.00 $0.00
<br />_.. r_ 20 CRACK SEAL LF 1000 2.50 $0.00
<br /> 21 PATCH ROAD SY 600 17.00 $0.00
<br /> 22 SURMOUNTABLE CONCRETE CURB AND GUTTER LF 13750 7.10 13748 $97,610.80
<br /> 23 SURMOUNTABLE CONCRETE C & G - MANUAL
<br /> PLACEMENT LF 800 14.00 164 $2,296.00
<br /> 24 4M CONCRETE WALK SF 2650 2.50 2855 $7,137.50
<br /> 25 6M CONCRETE WALK SF 500 3.00 422 $1,266.00
<br /> 26 4M PERFORATED PVC DRAIN TILE LF 17250 2.00 15595 $31,190.00
<br /> 27 ADJUST FRAME AND RING CASTING EA 25 250.00 25 $6,250.00
<br /> 28 ADJUST VALVE BOX EA 1 250.00 2 $500.00
<br /> 29 PEDESTRIAN CURB RAMP EA 2 275.00 2 $550.00
<br /> 30 SKIDSTER (BOBCAT WITH OPERATOR) HR 20 85.00 12 $1,020.00
<br /> 31 STREET SWEEPER (PICKUP BROOM W/OPERATOR) HR 20 125.00 5 10 $1,250.00
<br /> 32 WATER FOR DUST CONTROL 1 000 GAL 50 12.00 25 $300.00
<br /> 33 STORM DRAIN INLET PROTECTION EA 25 100.00 2 $200.00
<br /> 34 CLEAR & GRUB EA 5 400.00 5 $2,000.00
<br /> 35 SODDING, LAWN TYPE, INCL 4" TOPSOIL SY 2500 2.10 250 18745 $39,364.50
<br /> 36 SEEDING AC 0.5 1300.00 1 $1,300.00
<br /> 37 REGULAR SILT FENCE LF 500 2.00 200 $400.00
<br /> 38 TEMPORARY ACCESS ROAD LS 1 2500.00 , $2,500.00
<br /> 39 8" PVC SANITARY SEWER, SDR 35 LF 130 25.00 176 $4,400.00
<br /> 40 SANITARY SEWER REPAIR . EA 2 4000.00 2 $8,000.00
<br /> 41 8 X 4 WYE EA 4 125.00 4 $500.00
<br /> 42 RECONNECT SEWER SERVICE EA 4 75.00 11 $825.00
<br /> 43 IMPROVED PIPE FOUNDATION LF 260 4.00 352 $1.408.00
<br /> TOTAL PART 1 - STREET IMPROVEMENTS: $972,453.49
<br /> PART 2 - WATER MAIN IMPROVEMENTS:
<br /> 44 CONNECT TO EXISTING 12" PIPE EA 2 1000.00 2 $2,000.00
<br /> 45 CONNECT TO EXISTING 8" PIPE EA 3 600.00 3 $1,800.00
<br /> 46 CONNECT TO EXISTING 6" PIPE EA 1 600.00 1 $600.00
<br /> 47 WET TAP 12" MAIN,INCL 8" GATE VALVE EA 1 3000.00 1 $3,000.00
<br /> 48 12" PVC, C900 LF 910 2.6.00 929 $24,154.00
<br /> 49 8" PVC, C900 LF 5525 20.00 5606 $112,120.00
<br /> 50 8" PVC JACKED WITH STEEL CASING LF 55 175.00 55 $9,625.00
<br /> 51 6" PVC, C900 LF 830 18.00 831 $14,958.00
<br /> 52 1" TYPE K COPPER WATER SERVICE LF 3300 14.00 3420 $47,880.00
<br /> 53 12" GATE VALVE AND BOX EA 4 1300.00 4 $5,200.00
<br /> 54 8" GATE VALVE AND BOX EA 11 850.00 12 $10,200.00
<br /> 55 6" GATE VALVE AND BOX EA 2 650.00 2 $1.300.00
<br /> 56 1" CORPORATION STOP EA 96 120.00 100 $12,000.00
<br /> 57 1" CURB STOP AND BOX EA 96 120.00 100 $12.000.00
<br /> 58 HYDf~ANT WITH VALVE EA 14 2200.00 14 $30,800.00
<br /> 59 HYDRANT EXTENSION LF 2 350.00 2.5 $875.00
<br /> 60 DUCTILE IRON FITTINGS LB 9500 3.00 9258 $27,774.00
<br /> 61 INSULATION, 2" THICK SF 500 3.00 $0.00
<br /> 61S03133REQ10FINAL..ls
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