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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />June 3, 2005 <br />SHENANDOAH AREA <br />(TOTEM TRAIL, HOKAH DRIVE, RICE COURT, HOKAH COURT, ARROWHEAD DRIVE) <br />PROBABLE WATERMAIN COSTS <br />Length. 4,400 Feet <br />ITEM NO. <br />DESCRIPTION <br />UNIT <br />ESTIMATED <br />QUANTITY <br />ENGINEERS ESTIMATE <br />UNIT <br />PRICE <br />EXTENSION <br />WATERMAIN <br />1 <br />MOBILIZATION <br />LS <br />0.1 <br />$32,500.00 <br />$3,250.00 <br />2 <br />DEWATERING FOR WATERMAIN CONSTRUCTION <br />LS <br />1 <br />$10,000.00 <br />$10,000.00 <br />3 <br />EROSION CONTROL <br />LS <br />1 <br />$3,000.00 <br />$3,000.00 <br />4 <br />TRAFFIC CONTROL <br />LS <br />1 <br />$5,000.00 <br />$5,000.00 <br />5 <br />CRUSHED ROCK PIPE BEDDING <br />TON <br />100 <br />$8.00 <br />$800.00 <br />6 <br />CONNECT TO EXISITING WATERMAIN <br />EA <br />3 <br />$5,000.00 <br />$15,000.00 <br />7 <br />6" DIP WATERMAIN <br />LF <br />160 <br />$28.00 <br />$4,480.00 <br />8 <br />8" DIP WATERMAIN PIPE <br />LF <br />4400 <br />$32.00 <br />$140,800.00 <br />9 <br />24" STEEL CASING PIPE <br />LF <br />160 <br />$200.00 <br />$32,000.00 <br />10 <br />8" GATE VALVE <br />EA <br />8 <br />$1,000.00 <br />$8,000.00 <br />11 <br />HYDRANT AND GATE VALVE <br />EA <br />9 <br />$1,800.00 <br />$16,200.00 <br />12 <br />1" CORPORATION STOP <br />EA <br />66 <br />$50.00 <br />$3,300.00 <br />13 <br />1" CURB STOP <br />EA <br />66 <br />$75.00 <br />$4,950.00 <br />14 <br />1" TYPE K COPPER SERVICE <br />LF <br />1980 <br />$12.00 <br />$23,760.00 <br />15 <br />BITUMINOUS RESTORATION <br />SY <br />100 <br />$19.00 <br />$1,900.00 <br />TOTAL <br />$272,440.00 <br />CONTINGENCIES (10 %) <br />SUBTOTAL <br />ENGINEERING, LEGAL, ADMINISTRATION (35 %) <br />$27,244.00 <br />$299,684.00 <br />$104,889.40 <br />TOTAL WATERMAIN CONSTRUCTION <br />$404,600.00 <br />