Laserfiche WebLink
Pavement Rehabilitation Prograrn 10/10~2002 <br />Street Improvements Schedule <br /> <br />STREET '4TH ST. 5TH ST. 5 lf2TH ST. 5TH ST. 5TH ST. 5TH ST 5TH ST. <br />FROM QUINN SEYMOUR GATES NORFOLK OXFORD PROCTOR QUINN <br /> RUSH END HOLT OXFORD PROCTOR QUINN RUSH <br />COMMON EXCAVATION CY $ 1000 830.3 565.8 1102.5 1098.6 824.4 840.0 834.2 <br />REMOVE BITUMINOUS PAVEMENT SY $ 3.00 1992.7 1164.0 1701.0 1946.1 1884.4 1920.0 19067 <br />REMOVE SIDEWALK SF $ 2.50 4270.0 0.0 0.0 O0 42400 2160.0 2145.0 <br />REMOVE CONCRETE CURB & GU%'FER LF $ 3.50 854.0 0.0 0.0 0.0 848.0 0.0 858.0 <br />MAILBOX RELOCATION LS $ 50000 0.0 0.0 0.0 0.0 0.0 0 0 0.0 <br />MILL BI'! UMINOUS PAVEMENT SY $ 9 50 0.0 0.0 0,0 20.7 0.0 0.0 0 0 <br />AGGREGATE BASE, CLASS V TON $ 10.50 541.7 371.( 721.2 718.7 554.9 565.3 561.8 <br />TYPE 41A, WEAR COUSE MIXTURE TON $ 35.00 170.3 116.0 226.1 225.3 174.9 178.2 1770 <br />TYPE 31B, BASE COURSE MIXfURE TON $ 34.00 132.4 90,3 175.8 1752 136.0 138.6 1376 <br />BITUMINOUS MATERIAL FOR TACK COAT GAL $ 1.50 68.8 46.9 91.4 91 0 70.7 720 71 5 <br />CONCRETE CURB&GUTTER, DESIGNB618 LF $ 800 854.0 582.0 1134.0 1130.0 848,0 864.0 858.0 <br />6" CONCRETE DRIVEWAY AND APRON SY $ 34.00 98.3 72.2 268.9 105.0 187.6 122,0 97.1 <br />2" BITUMINOUS DRIVEWAY RESTORATION SY $ 15.00 0.0 74.7 124,4 74.7 74.7 49.8 49 8 <br />CONCRE-~ E SIDEWAI_K SF $ 2.50 5124.0 1746.0 3402.0 33900 5088.0 5184.0 5148,0 <br />PEDES fRIAN RAMP EA $ 300.00 4,0 2.0 2.0 2.0 4.0 4.0 4.0 <br />SODDING, LAWN AND BOULEVARD SY $ 3.00 948.9 646,7 1260.0 1255.6 942.2 960.0 9533 <br />FURNIS~I&INSTALLSIGNPANEt. S, TYPEC SF $ 28.00 6.3 00 0,0 0.0 6.3 63 0.0 <br />FURNIStt & INSTALL STREET SIGNS EA $ 200.00 1.0 0.0 0.0 1,0 0.0 1 0 0.0 <br />ADJUST GATE VALVE EA $ 150.00 1.0 0.0 0.0 0.0 O0 2.0 0.0 <br />ADJUST MANHOLE EA $ 200.00 2.0 0.0 2.0 3.0 1 0 1 0 1.0 <br />STORM SEWER LF $ 50.00 427.0 291,0 567.0 5650 424.0 432.0 429.0 <br />SIREET LIGHTING LS $ 200.00 1.0 1.0 1.0 1.0 1.0 1.0 1.0 <br />12" DiP (;LASS 50 WA7 ERMAIN LF $ 30.00 <br />12" GATE VALVE EA $ 1,500.00 <br />8" DIP CLASS 52 WATERMAIN EA $ 25.00 450.0 <br />8" GAfE VALVE EA $ 1,000,00 1 0 <br />ttYDRANI WI1tt 6" GATE VALVE EA $ 2,000 00 1.0 <br />CORP AND CURB STOP EA $ 120.00 5.0 <br />"COPPER LF $ 11 00 175.0 <br />FITTINGS LBS $ 2.00 1.0; <br />CONNECT TO EXISTING EA $ 1,000.00 0.0 <br />fRENCH SfABILIZATION ROCK TON $ 1600 100.0 <br /> <br />TOTAL ESTIMATED CONSTRUCTION COST: $ 112,082.12 $ 50,132.81 $ 99,645.48 $ 94,36791 $ 96.946.93 $ 88,074.74 $ 88,99862 <br />28% OVERHEAD: $ 31,382.99 $ 14,037.19 $ 27,900.73 $ 26,423.01 $ 27,145.14 $ 24,660.93 $ 24,919 6I <br />TOTAL ESTIMATED PROJECT COST: $ 143,465.11 $ 64,170.00 $ 127,546.22 $ 120,790.92 $ 124.092.08 $ 112,735.67 $ 113,918.23 <br />TOTAL COST: $ 7,195,013.85 <br /> <br />O:\Proj\802400j\costest report[1 ] 3 <br /> <br /> <br />