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Pavement Rehabilitation Program 10/10/2002 <br />Street improvements Schedule <br /> <br />SIREE! 5TH ST. 5TH ST. 5TH ST. 5TH SI-. 5F~,I ST. 6TH ST. 6IH ST. <br />FROM RUSH IRVING HOLT IRVING END GATES JACKSON <br /> SEYMOUR HOLT GATES JACKSON UPLAND IRVING IRVING <br />COMMON EXCAVATION CY $ 10.00 591.1 591.1 1092.8 7078 552.2 445.3 713.6 <br />REMOVE BITUMINOUS PAVEMENT SY $ 3.00 12160 1080.9 17484 14964 631.1 9669 13049 <br />REMOVE SIDEWALK SF $ 2.50 0.0 0.0 0.0 0.0 0.0 0 0 0 0 <br />REMOVE CONCRETE CURB & GUTTER LF $ 3.50 00 0.0 0.0 0.0 0.0 0.0 0.0 <br />MAll BOX 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 O0 0.0 0.0 0.0 00 0.0 0.0 <br />AGGREGATE BASE, CLASS V TON S 10.50 387.5 386.1 714.5 463.6 3625 293.1 467.1 <br />TYPE 41A. WEAR COUSE MIXTURE TON $ 35.00 121.2; I21.2 224.1 1451 113.2 91 3 146.3 <br />TYPE31B, BASECOURSE MIXTURE TON $ 3400 943 94.3 1743 112.9 881 71.0 1138 <br />BITUMINOUS MATERIAL FOR TACK COAT GAL $ 1.50 49.0 49.0 90.5 58.6 458 36.9 59.' <br />CONCRETE CURB & GUTTER, DESIGN B618 LF $ 8.00 608.0 608.0 1124.0 728.0 568.0 458.0 734.0 <br />6" CONCRETE DRIVEWAY AND APRON SY $ 34.00 105.0 40.7 195.4 72.2 112.9 415.8 64.3 <br />2" BITUMINOUS DRIVEWAY RESTORATION SY $ 1500 74.7 24.9 99.6 74.7 1493 149 3 0.0 <br />CONCRETE SIDEWALK SF $ 2.50 1824.0 3648.0 3372.0 43680 0.0 1374.0 44040 <br />PEDESTRIAN RAMP EA $ 300.00 20 4.0 2.0 40 00 2.0 40 <br />SODDING. LAWN AND BOULEVARD SY $ 3.00 675.6 6756 1248.9 808.9 631.1 508.9 815.6 <br />FURNISH & INSTALL SIGN PANELS. TYPEC SF $ 28.00 0.0; 12.5 0.0 12.5 6.3 6.3 125 <br />FURNISH & INS'fALL STREET SIGNS EA $ 20000 0.01 20 1.0 1 0 1.0 0.0 1 0 <br />ADJUST GATE VALVE EA $ 150.00 0.0i 2.0 1.0 1.0 00 1 0 00 <br />ADJUST MAN,tOLE EA $ 200.00 2.0 2.0 2.0 1.0 10 10 2.0 <br />STORM SEWER LF $ 50.00 304.0 304.0 562.0 3640 284 0 2290 367 0 <br />STREET LIGtITING LS $ 200.00 1 0 1.0 1.0 1.0 1.0 1 0 1.0 <br />12" DIP CLASS 50 WATERMAIN LF $ 30.00 <br />12" GAfE VALVE EA $ 1,500.00 <br />8" DiP CLASS 52 WATERMAIN EA $ 25.00 <br />8" GATE VALVE EA $ 1,000.00 <br />HYDRANT WITH 6" GATE VALVE EA $ 2,000.00 <br />CORP. AND CURB STOP EA $ I20.00 <br />1" COPPER LF $ 11.00 <br />FITTINGS I BS $ 2.00 <br />CONNECT TO EXISTING EA $ 1,00000 <br />TRENCH STABILIZATION ROCK TON $ 16.00 <br /> <br />TOTAL ESTIMATED CONSTRUCTION COST: $ 53.690.53 $ 56,545.77 $ 96,53764 $ 68,687.93 $ 45,739.44 $ 53,874.22 $ 671251.71 <br />28% OVERHEAD: $ 15,033.35 $ 15,832.81 $ 27,030.54 $ 19,232.62 $ 12,807.04 $ 15,084.78 $ 18.830.48 <br />TOTAL ESTIMATED PROJECT COST: $ 68,723.88 $ 72,378.58 $ 123,568.18 $ 87,920.55 $ 58,546.49 $ 68.959.00 $ 86,082.19 <br />TOTAL COST: $ 7,195,013.85 <br /> <br />O:\Proj\802400j\costest repoft[1 ] 4 <br /> <br /> <br />