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Pavement Rehabilitation Program 10/10/2002 <br />Street Improvements Schedule <br /> <br />IS I REEF IRVING IRVING IRVING IRVING KING ST. KING ST. MORTON <br />FROM 8TH ST. 5TH ST. 5TH ST. 7TH ST. MAIN ST. MA N ST. fH 10 <br /> SCHOOL ST. 4TH ST. 6TH S¥. 7TH ST. TH 10 RIVER 4TH ST. <br />COMMON EXCAVATION CY $ 10.00 925.6 1108.3 460.8 256.7 865.3 755.3 234 7 <br />REMOVE BITUMINOUS PAVEMENT SY $ 3.00 1586.7 2660.0 895.3 440.0 1966.7 1373.3 526 2 <br />REMOVE SIDEWALK SF $ 2.50 2380.0 2850.0 1185.0 660.0 3540.0 1545.0 0.0 <br />REMOVE CONCRETE CURB & GUI~ER LF $ 3.50 0.0 1140.0 0.0 0.0 708.0 0.0 2560 <br />MAll BOX RELOCA]ION 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 00 0.0 0.0 0.0 0.0 0.0 <br />AGGREGATE BASE, CLAqS V TON $ 10.50 607.6 723.9 3014 1675 555.2 484.6 162.4 <br />TYPE 41A. WEAR COUSE MIXTURE TON $ 35.00 189.8 227.3 94.5 52.6 180.1, 157.2 51.0 <br />TYPE 31B, BASE COURSE MIXTURE TON S 3400 147.6 176.8 73.5 40.9 1401 122.3 39.7 <br />BITUMINOUS MATERIAl. FOR TACK COAT GAL $ 1.50 76.7 91.8 38.2 21.3 72.~ 63.-~ 206 <br />CONCRETE CURB & GUTTER, DESIGN B618 LF $ 8.00 952.0 1140.( 474.0 264.0 708.0 0.0 256.0 <br />6" CONCRETE DRIVEWAY AND APRON SY $ 3400 78.9 48.6 114.1 328' 1390 1062 0.0 <br />2" BITUMINOUS DRIVEWAY RESTORATION SY $ 15.00 149.3 24.9 49.8 00 249 24.9 0.0 <br />CONCRETE SIDEWALK SF $ 2.50 5712.0 6840.0 2844.0 1584.0 4248.0 18540 15360 <br />PEDESTRIAN RAMP EA $ 300.00 4 0 40 4.0 40 4.0 2.0 4.0 <br />SODDING, LAWN AND BOULEVARD SY $ 3.00 1057.~ 12667 526.7 2933 786.7 686 7 284.4 <br />FURNISH & INSTALL SIGN PANELS. fYPEC SF $ 28.00 63 63 0.0 00 12.5 6.3 t25 <br />!FURNISH & INSTALL S]'REET SIGNS EA $ 200 00 1.0 1.0 1 0 1 0 2.0 0.O 10 <br />ADJUST GATE VALVE EA $ 150.00 0.0 2.0 0.0 0.0 2.0 0.0 0 0 <br />ADJUST MANHOLE EA $ 200.00 1.0 3.0 1.0' 1.0 2.0 2.0 00 <br />STORM SEWER LF $ 50.00 476.0 570.0 237.0 1320 354.0 309.0 128.0 <br />STREET LIGHTING LS $ 200.00 1.0 1.0 1.0 1.0 1.0 1 .O 10 <br />12" DIP CLASS 50 WATERMAIN LF $ 30.00 <br />12" GA]E 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 $ 120.00 <br />1" COPPER LF $ 11.00 <br />Fll~INGS LBS $ 2.00 <br />CONNECT TO EXIS rING EA $ 1,000.00 <br />TRENCH STABILIZATION ROCK TON $ 16.00 <br /> <br />TOTAL ESTIMATED CONSTRUCTION COST: $ 93,889.17 $ 115,101.77 $ 50,044.17 $ 27,027.56 $ 87,179.03 $ 57,884.00 $ 24,784.86 <br />28% OVERHEAD: $ 26,288.97 $ 32,228.49 $ 14,012.37 $ 7,567.72 $ 24,410.13 $ 16,207.52 $ 6,939.76 <br />TOTAL ESTIMATED PROJECT COST: $ 120,178.13 $ 147,330.26 $ 64,056.53 $ 34,595.28 $ 111,589.16 $ 74,091.53 $ 31,724.62 <br />TOTAL COST: $ 7,195,013 85 <br /> <br />O \Proj\892400j\costest-repod[ 1] <br /> 8 <br /> <br /> <br />