Laserfiche WebLink
STREET <br /> <br />FROM <br />¥O <br />COMMON EXCAVATION CY <br />REMOVE BITUMINOUS PAVEMENT SY <br />REMOVE SIDEWALK SF <br />REMOVE CONCRETE CURB & GUTTER LF <br />MAILBOX RELOCATION LS <br />MILL BITUMINOUS PAVEMENT SY <br />~GGREGATE BASE, CLASS V TON <br />I'YPE 41A, WEAR COUSE MIXTURE TON <br />TYPE 31B, BASE COURSE MIXTURE TON <br />BITUMINOUS MATERIAL FOR TACK COAT GAL <br />CONCRETE CURB & GUTTER, DESIGN B618 LF <br />6" CONCRETE DRIVEWAY AND APRON SY <br />2" BITUMINOUS DRIVEWAY RESTORATION SY <br />CONCRETE SIDEWALK SF <br />PEDESTRIAN RAMP EA <br />SODDING, LAWN AND BOULEVARD SY <br />FURNISH & INSTALL SIGN PANELS, TYPE C SF <br />FURNISH & INSTALL STREET SIGNS EA <br />ADJUST GATE VALVE EA <br />ADJUST MANHOLE EA <br />STORM SEWER LF <br />STREET LIGHTING LS <br /> <br />TOTAL ESTIMATED CONSTRUCTION COST: <br />28% OVERHEAD: <br />TOTAL ESTIMATED PROJECT COST: <br /> <br />TOTALCOST: <br /> <br /> $ 10.00 <br /> $ 3.00 <br /> $ 2.50 <br /> $ 3.50 <br /> $ 500.00 <br /> $ 9.50 <br /> $ 10.50 <br /> $ 35.00 <br /> $ 34.00 <br /> $ 1.50 <br /> $ 8.00 <br /> $ 34.OO <br /> $ 15.00 <br /> $ 2.5O <br /> $ 300.00 <br /> $ 3.OO <br /> $ 28.OO <br /> $ 200.00 <br /> $ 150.00 <br /> $ 200.00 <br /> $ 50.00 <br /> $ 200.00 <br /> <br /> $ <br /> $ <br /> <br />6,936,053.65 <br /> <br />Pavement Reh~,~nitation Program <br />Street Improvements Schedule <br /> <br />8TH ST. <br />SCHOOL ST. <br /> 925.6 <br /> 1586.7 <br /> 2380.0 <br /> 0.0 <br /> 0.0 <br /> 0.0 <br /> 607.6 <br /> 189.8 <br /> 147.6 <br /> 76.7 <br /> 952.0 <br /> 78.9 <br /> 149.3 <br /> 5712.0 <br /> 4.0 <br /> 1057.8 <br /> 6.3 <br /> 1.0 <br /> 0.0 <br /> 1.0 <br /> 476.0 <br /> 1.0 <br /> <br /> 93,889.17 $ <br /> 26,288.97 $ <br /> 120,178.13 $ <br /> <br />5TH ST. <br />4TH ST. <br /> <br /> 1108.3 <br /> 2660.0 <br /> 2850.0 <br /> 1140.0 <br /> 0.0 <br /> 0.0 <br /> 723.~c <br /> 227.3 <br /> 176.8 <br /> 91. <br /> 1140. <br /> 48., <br /> 24.' <br /> 6840.~ <br /> 4.0 <br /> 1266.7 <br /> 6.3 <br /> 1.0 <br /> 2.0 <br /> 3.0 <br /> 570.0 <br /> 1.0 <br /> <br />115,101.77 <br />32,228.49 <br />147,330.26 <br /> <br />5TH ST. <br />6TH ST. <br /> 460.8 <br /> 895.3 <br /> 1185.0 <br /> 0.0 <br /> 0.0 <br /> 0.0 <br /> 301.4 <br /> 94.6 <br /> 73.5 <br /> 38.2 <br /> 474.0 <br /> 114.1 <br /> 49.8 <br /> 2844.0 <br /> 4.0 <br /> 526.7 <br /> 0.0 <br /> 1.0 <br /> 0.0 <br /> 1.0 <br /> 237.0 <br /> 1.0 <br /> <br />50,044.17 <br />14,012.37 <br />64,056.53 <br /> <br /> 7TH ST. <br /> 7TH ST. <br /> <br /> 440.~ <br /> 660.~ <br /> 0J <br /> <br /> 0.0 <br /> 167.5 <br /> 52.6 <br /> 40. <br /> 21 .: <br /> 264.~ <br /> 32J <br /> 0.~ <br /> 1584.0 <br /> 4.0 <br /> 293.3 <br /> 0.0 <br /> 1.0 <br /> 0.0 <br /> 1.0 <br /> 132.(; <br /> 1.0 <br /> <br />$ 27,027.56 <br />$ 7,567.72 <br />$ 34,595.28 <br /> <br />~ 1/12/01 <br /> <br />TH 10 _ RIVER 4TH'~T. <br /> . _865.3~ 755.3 234.7 <br /> ~1_96.?.7l 1373.3J <br /> 3__577., 1~45.oJ <br /> 708J 0.0J <br /> 256.C <br /> 0.( 0.0 0.O <br /> <br /> 0.0 <br /> 555.2 <br /> 180.1 <br /> 140. <br /> 72.; <br /> 708.1 <br /> 139J <br /> 24. <br /> 4248. <br /> 4. <br /> 786.7 <br /> 12.5 <br /> 2.0 <br /> 2.0 <br /> 2.0 <br /> 354.0 <br /> 1.0 <br /> <br />87,179.03 $ <br />24,410.13 $ <br />111,589.16 $ <br /> <br /> 0.0 <br /> 484.~ <br /> 157.: <br /> 122.~ <br /> 63J <br /> 0.0 <br /> 106. <br /> 24.~ <br /> 1854.~ <br /> 2.1 <br /> 686.7 <br /> 6.3 <br /> 0.0 <br /> 0.0 <br /> 2.0 <br /> 309.0 <br /> 1.0 <br /> <br />57,884.00 $ <br />16,207.52 $ <br />74,091.53 $ <br /> <br />0.0 <br />162.4 <br />51.0 <br />39.7 <br />20.6 <br />256,0 <br />O.C <br />0.0 <br />1536.0 <br />4.0 <br />284.4 <br />12.5 <br />1.0 <br />0.0 <br />O.O <br />128.0 <br />1.0 <br /> <br />24,784.86 <br /> 6,939.76 <br />31,724.62 <br /> <br />O:\Proj~802400j\costest-report <br /> <br /> <br />