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Pavement Rehabilitation Program 10/10/2002 <br />Street Improvements Schedule <br /> <br />S IREE I' RUSH :TIPTON UPLAND UPLAND UPLAND WATSON XENIA <br />FROM 4TH ST. MAIN TH 10 TIPTON 5TH ST. MAIN 2ND ST. <br /> MAIN UPLAND TIPTON 5TH ST. MAIN END MAIN <br />COMMON EXCAVA1 ION CY $ 10.00 00 1678.1 618.3 750.6 1403.9 425.8 762.2 <br />REMOVE BITUMINOUS PAVEMENT SY $ 3.00 0.0 2493.1 848.0 857.8 1604.4 584.0 958.2 <br />REMOVE SIDEWALK SF $ 2.50 0.0 0.0 0.0 0.0 0.0 00 0.0 <br />REMOVE CONCRETE CURB & GUTTER LF $ 3.50 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />MAILBOX RELOCATION LS $ 500.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />MILL BITUMINOUS PAVEMENT SY $ 9.50 0.0 0.0 0.0 0.0 0.0 00 0.0 <br />AGGREGATE BASE, CLASS V TON $ 1050 0.0 1098.2 403.8 490.1 917.8 278.9 498.4 <br />TYPE 41A, WEAR COUSE MIXTURE TON $ 35 00 0.0 3441 126.8 153.9 287.9 87.3 156.3 <br />TYPE 31B, BASE COURSE MIXTURE TON $ 3400 0.0 267.6 98.6 119.7 223.9 67 9 121.6 <br />BITUMINOUS MATERIAL FOR TACK COAT GAL $ 1.50 0.0 139.0 51.2 62.2 116.3 35.3 63.2 <br />CONCRETE CURB & GUTTER, DESIGN B618 LF $ 8.00 0.0 1726.0 636.0 772.0 1444.0 438 0 784.0 <br />6" CONCRETE DRIVEWAY AND APRON SY $ 34.00 00 136.6 7.9 1390 137.8 56.4 89.2 <br />2" BITUMINOUS DRIVEWAY RESTORATION SY $ 15.00 00 149.3 24.9 24.9 74.7 0.0 49.8 <br />CONCRETE SIDEWALK SF $ 2.50 0.0 103560 3816.0 4632.0 4332.0 0.0 2352.0 <br />PEDESTRIAN RAMP EA $ 300.00 0,0 4.0 4.0 4.0 2.0 0.0 2.0 <br />SODDING, LAWN AND BOULEVARD SY $ 3.00 0 0 19178 706,7 857.8 t604,4 486.7 871,1 <br />FURNISH & INSTALL SIGN PANELS, TYPEC SF $ 28.00 0.0 125 0.0 0.0 6.3 6.3 6.3 <br />FURNISH & INSTALL STREET SIGNS EA $ 200.00 0,0 2.0 1.0 0.0 1.0 1,0 1,0 <br />ADJUST GATE VALVE EA $ 150.00 0,0 2,0 0.0 20 0.0 1.0 10 <br />ADJUST MANHOLE EA $ 200.00 0.0 4.0 0.0 20 1.0 0.0 1,0 <br />STORM SEWER LF $ 50.00 0.0 863.0 318.0 386.0 7220 219 0 3920 <br />S1REET LIGHI lNG LS $ 200.00 0.0 1.0 1.0 1.0 1.0 1.0 1.0 <br />12" DIP CLASS 50 WAIERMAIN LF $ 30.00 <br />12" GATE VALVE EA $ 1,500.00 <br />8" DIP CLASS 52 WATERMAIN EA $ 2500 <br />8" GATE VALVE EA $ 1.00000 <br />HYDRANT WITH 6" GATE VAt VE EA $ 2,000.00 <br />CORP AND CURB STOP EA $ 120.00 <br />1" COPPER LF $ 11 00 <br />FI%FINGS LBS $ 2.00 <br />CONNECT TOEXISIlNG EA $ 1,000.00 <br />TRENCH STABILIZATION ROCK TON $ 16.00 <br /> <br />TOTAL ESTIMATED CONSTRUCTION COST: $ $ 155,878.09 $ 55,725.11 $ 71,604.13 $ 116,828.52 $ 32,916.04 $ 65,t00.12 <br />28% OVERHEAD: $ $ 43,645.86 $ 15,603.03 $ 20,049.16 $ 32,711.98 $ 9,216.49 $ 18.228.03 <br />TOTAL ESTIMATED PROJECT COST: $ $ 199,523.95 $ 71,328.14 $ 91,653.28 $ 149,540.50 $ 42,132.53 $ 83,328.15 <br />TOTAL COST: $ 7,195,013.85 <br /> <br />O:\Pr oj\802400j\costest- report[1 ] 11 <br /> <br /> <br />