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APPENDIX B <br /> IMPROVEMENT PROJECT #95-18 <br />DETAIL CONSTRUCTION COST ESTIMATE <br /> <br />Sanitary Sewer <br /> <br />= Unit <br />Irem Price Qu~. ti~7 <br /> <br />DeWatering 5,000 L.S. $ <br />8" PVC 15/ft. 1,000 lft. <br />Standard Manhole 1,000/ea. 5 ea. <br />6x8iWye 50/ea. 3 ea. <br />6" Riser 50/ea. 3 ea. <br />6" Service Line 7/lft. 100 lft. <br />Break-in Existing Manhole 300 L, S. <br />Jacking* 100/lft. 100 ft. <br /> $ <br /> <br />Extension <br /> <br />5,000 <br />15,000 <br />5,000 <br />150 <br />150 <br />700 <br />3O0 <br />10.000 <br />36,300 <br /> <br />watermain <br /> <br />Item <br /> 2 <br /> <br />Unit <br />Price Ouanti .W <br /> <br />DeW atering 5,000' L.S. <br />8" D.I. Watermain 15 1,100 <br />standard Hydrant 1, I00/ea. 3 ea. <br />8" Gate Valve 550/ea. 2 ea. <br />6" Gate Valve 450/ea. 3 ea. <br />4" Gate Valve 350/ea. 3 ea. <br />4"DI <br /> ·. Service 8/ft. 120 ft. <br />Fittings SlAb. 3,100 lb. <br /> <br />* Trunk fund attributable item <br /> <br />Extension <br /> <br />$ 5,000 <br />16,500 <br />3,300 <br />1,100 <br />1,350 <br />1,050 <br />960 <br />· 3,100 <br />$ 32,36O <br /> <br /> <br />