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<br />Jul 21 2005 10:44 BONESTROO ROSENE ANDERLIK 6516361311 p.6 <br /> I <br /> I <br /> I <br /> I <br /> Contract Unit I Current Quantity Amount <br />No: Item Unit. .Quantity Price Quantity to Dale .to Date <br /> PART 1 - STREET IMPROVEMENTS: <br />1 MOBILIZATION LS 1 60000.~0 1 $60,000.00 <br />2 TRAFFIC CONTROL LS. .1 . 7500.~0 0.05 1 $7,500.00 <br />3 REMOVE BITUMINOUS PAVEMENT SY 26300 1. 0 28681 $28,681.00 <br />4 SAWING BITUMINOUS PAVEMENT LF 2500 t 2258 $4,516.00 <br />5 REMOVE CONCRETE CURB AND GlITTER . LF 800 2.0 789 $1,578.00 <br />6 REMOVE CONCRETE PAVEMENT SY 50 4. 0 775 $3,100.00 . <br />7 COMMON EXCAVATION CY 23200 .T 23200 $110,200.00. <br />8 GEOTEXTILE FABRIC SY 29500 1. 0 29477 $41,267.80 <br />9 SElECT GRANULAR BORROW (CV) CY 17150 10. 0 16104.9 $161,049.00 <br />10 TOPSOIL BORROW (LV) CY 500 6.~0 . 96 $576.00 <br />11 CLASS 5 AGGREGATE BASE - STREET TN 11500 8.~5 13623.88 $119,208.95 <br />12 CLASS 5 AGGREGATE BASE -SIDEWALK TN 120 15. 0 133 $1,995.00 <br />13 TYPE LV3 WEARING COURSE MIXTURE- STREET TN 2740 32. 0 2382.39 2557.97 $81,855.04 <br />14 TYPE LV 3 NON-WEARING COURSE MIXTURE. STREET TN 2540. 31. 0 3240.8 $102,085.20 <br />15 BITUMINOUS MATERiAl FOR TACK COAT.. .GL 1600 1. 5 1175 1525 $1,908.25 <br />16 TYPE LV 4 WEARING COURSE - DRIVEWAYS . TN 300 65. 433.23 $28,159.95 <br />17 TYPE LV 4 WEARING COURSE - TRAIL TN 150 50. 166.4 $8,320.00 <br />18 MILL BITUMINOUS PAVEMENT SY 2300 2. $0.00 <br />19 COURSE AGGREGATE FOR DRAlNTILE - PETERSON & . <br /> 73Re . CY 400 16. $0.00 <br />20 CRACK SEAL LF 1000 .. 2,~ $0.00 <br />21 PATCH ROAD SY 600 17. $0.00 <br />22 SURMOUNT ABLE CONCRETE CURB. AND GUTTER LF 13750 7.0 13748 $97,610.80 <br />23 SURMOUNTABLE CONCRETE C & G - MANUAL <br /> PLACEMENT LF 800 14, 0 164 . $2,296.00 <br />24 4" CONCRETE WAlK SF 2650 2. 0 2855 $7,137.50 <br />25 6" CONCRETE WAlK SF SOD 3, 0 422 $1,266.00 <br />26 4" PERFORATED PVC DRAIN TILE LF 17250 2. 15695 $31,190.00 <br />27 ADJUST FRAME AND RING CASTING EA 25 250. 0 3 25 $6,250.00 <br />28 ADJUST VAlVE BOX EA 1 250. 0 2 $500.00 <br />29 PEDESTRIAN CURB RAMP EA 2 275. 0 2 $550.00 <br />30 SKIDSTER (BOBCAT WITH OPERATOR) HR 20 85. 0 12 $1,020.00 <br />31 STREET SWEEPER (PICKUP BROOM WIOPERATOR) HR 20 125. 0 5 $625.00 <br />32 WATER FOR DUST CONTROL 1000 GAL 50 12.0 25 $300.00 <br />33 STORM DRAIN INLET PROTECTION EA 25 100.0 2 $200.00 <br />34 CLEAR & GRUB EA 5 400. 0 5 $2,000.00 <br />35 SODDING, LAWN TYPE, INCL 4" TOPSOIL SY 2500 2. 0 18495 $38,839.50 <br />36 SEEDING AC 0.5 1300. 0 1 $1,300.00 <br />37 REGULAR SILT FENCE LF 500 2. 0 200. . $400.00 <br />38 TEMPORARY ACCESS ROAD LS 1 25~~:lg 1 $2,500.00 <br />39 8" PVC SAN IT ARY SEWER. SDR 3s LF. 130 176 $4,400.00 <br />40 SANITARY SEWER REPAIR EA 2 4000. 0 2 $8,000.00 <br />41 8X4WYE EA 4 125. 0 4 $500.00 <br />42 RECONNECT SewER SERVICE EA 4 . 75'10 11 $825.00 <br />43 IMPROVED PIPE FOUNDATION LF 260 4.0 352 $1 ,408.00 <br /> TOTAL PART 1 - STREET IMPROVEMENTS: $971,115.99 <br /> I <br /> PART 2 - WATER MAIN IMPROVEMENTS: , <br />44 CONNECT TO EXISTING 12" PIPE EA 2 1000.~ 2 $2,000.00 <br />45 . CONNECT TO EXISTING 8" PIPE EA 3 600. 3 $1,800.00 <br />46 CONNECT TO EXISTING 6" PIPE EA 1 600. 1 $600.00 <br />47 WET TAP 12" MAIN, INCL8" GATE VALVE EA 1 3000.0 1 $3,000,00 <br />48 12" PvC, C9UO LF 910 26.0 929 $24,154,00 <br />49 8" PVC, .C900 LF 5525 20.0 5608 $112,120,00 <br />50 B" PVC JACKED WITH STEEL CASING LF .55 175.0 55 $9,625.00 <br />51 6" PVC, C900 LF 830 18.0 831 $14,958.00 <br />.52 1" TYPE K COPPER WATER SERVICE LF 3300 14. 3420 $47,B80.00 <br />53 . 12" GATE VALVE AND BOX EA 4 1300.0 4 $5,200.00 <br />54 B" GATE VALVE AND BOX. EA 11 B50.0 12 $10,200.00 <br />55 5" GATE VALVE AND BOX EA 2 650.0 2 $1,300.00 <br />56 1" CORPORATION STOP EA 96 120.0 100 $12,000.00 <br />57 I" CURB STOP AND BOX EA 96 120.0 100 $12,000.00 <br />58 HYDRANT WITH VALVE EA 14 2200.0 14 $30,800.00 <br />59 HYDRANT EXTENSION LF 2 350.0 1.5 1.5 $525.00 <br />60 DUCTILE IRON FITTINGS LB 9500 9256 $27,774.00 <br />6160313.3REQS.xb ~ <br /> <br />