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Pavement Rehabilitation Program 10/10/2002 <br />Street Improvements Schedule <br /> <br />STREET QUINN RAILROAD DR. RAILROAD DR RAILROAD DR RAILROAD DR RUSH RUSH <br />FROM 5TH ST. JACKSON IRVING GATES 2ND ST. TH 10 5TH ST. <br /> 4TH ST. IRVING MAIN 2ND ST. EVANS 5TH ST. 4TH ST. <br />COMMON EXCAVATION CY $ 1000 801.1 838.1 1411.7 262.5 2000.8 593 I 865,3 <br />REMOVE BITUMINOUS PAVEMENT SY $ 3.00 1281.8 1676.1 2016.7 360.0 2744.0 948.9 1878.9 <br />REMOVE SIDEWALK SF $ 2.50 2060.0 2155.0 0.0 0.0 0.0 00 4450.0 <br />REMOVE CONCRETE CURB & GUTTER LF $ 3.50 0.0 0.0 1452.0 0.0 0.0 0.0 8900 <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 0 0 0.0 <br />AGGREGATE BASE, CLASS V TON $ 10.50 524.2 547.2 922.9 171,3 1306.6 387.7 566.0 <br />TYPE 41A, WEAR COUSE MIXTURE TON $ 35.00 164,3 171.9 289.5 53.8 410.3 121.6 177.4 <br />TYPE 31B, BASE COURSE MIXTURE TON $ 34.00 127.8i 133.7~ 225.2 41.9 319.1 94,6 138.0 <br />BITUMINOUS MATERIAL FOR TACK COAT GAL $ 1.50 66.4 69.4 117.0 21.8 165.8 49.1 71.7 <br />CONCRETE CURB & GUTTER, DESIGN B618 LF $ 8.00 824.0 862.0 1452.0 270,0 2058.0 610.0 890.0 <br />16" CONCRETE DRIVEWAY AND APRON SY $ 34.00 64.3i 7.9 39.4 0.0 23.7 15.8 I29,9 <br />2" BITUMINOUS DRIVEWAY RESTORATION SY $ 15.00 4981 24.9 124.4 0.0 49.8 24.9 498 <br />CONCRETE SIDEWALK SF $ 2.50 4944,01 2586 0 0.0 0.0 0.0 3660.0 5340.0 <br />PEDESTRIAN RAMP EA $ 300.00 4.0 2.0 0.0 0.0 0.0 40 4.0 <br />SODDING, LAWN AND BOULEVARD SY $ 3.00 915.6 957.8 1613.3 3000 2286.7 677.8 988.9 <br />FURNISH & INSTALL SIGN PANELS, TYPEC SF $ 28.00 6.3 6.3 12.5 0.0 0.0 12.5 12! <br />FURNISH & INSTALL STREET SIGNS EA $ 200.00 1.0 1.0 2,0 1.0: 1 0 1.0 2.0 <br />ADJUST GATE VALVE EA $ 150 00 0.0 1.0 0 0 00 0.0 1,0 10 <br />ADJUST MANHOLE EA $ 200,00 1.0 3.0 2.0 0.0 0.0 00 00 <br />STORM SEWER LF $ 50.00 412.( 431.0 726.0 135,0 1029.( 305.0 445 0 <br />STREET LIGHTING LS $ 200.00 1.0 1.0 1.0 1.0 1 0 1.0 1 0 <br />2" DiP CLASS 50 WATERMAIN LF $ 30.00 3900 <br />2" GATE VALVE EA $ 1,50000 1.0 <br />~" DIP CLASS 52 WATERMAIN EA $ 25.00 <br />8" GA~'E VALVE EA $ 1,000.00 <br />HYDRANT WITH 6" GATE VALVE EA $ 2,000.00 1.0 <br />CORP. AND CURB STOP EA $ 120.00 7.0 <br /> 1" COPPER LF $ 11.00 245.0 <br />F TT NGS LBS $ 2.00 1000.0 <br />CONNECT TO EXISTING EA $ 1,000.00 1.0 <br />TRENCH STABILIZATION ROCK TON $ 16.00 100.0 <br />TOTAL ESTIMATED CONSTRUCTION COST: $ 79,911.92 $ 75,556.73 $ 110,216.22 $ 19,053.64 $ 144,145.12 $ 54,717.58 $ 121,967 92 <br />28% OVERHEAD: $ 22,375,34 $ 21,155.88 $ 30,860.54 $ 5,335.02 $ 40,360.63 $ 15,320.92 $ 34,151.02 <br />TOTALESTII~ATED PROJECT COST: $ 102,287.26 $ 96,712.62 $ 141,076.76 $ 24,388.66 $ 184,505.76 $ 70,038.50 $ 156,118.94 <br />TOTAL COST: $ 7,195,013.85 <br /> <br />O:\Proj\802400j\costest-~epor ti 1J 10 <br /> <br /> <br />