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U14. PISII CRIiEK YI?NTILAT'ION BOREHOLE - TECHNICAL REVISION #89-I II <br /> <br />• n. Iaill~lim~ Rrnurval <br /> \„umpllon (See VIII B, Building Removal Pg. 2.Oi-521 <br /> final I„ahor xnd Equipment Rare = $2U? f~er hour <br /> Fstinu+ted Hourly Production Gti2~ C}'/hour <br /> Utility Building <br /> 10' X 10' X 8' = 3(1 CY <br /> 30 CY - 62.21 CY/hr = 5 hr <br /> Duct Work <br /> IS'X7.Ift2 = 4CY <br /> 4 CY - 62.25 CY/hr = I hr <br /> Pan <br /> ~.3' X 7.3' X 65' = 9 Cl' <br /> 9 CY - 652 C}'/hr = I hr <br /> Total hours = 7 hr <br /> Cos[ - .7 hr X $202/hr = $ 141.00 <br />B. Concrete Pad Removnl <br /> Ramuval Costs = $ 3.70/C}' <br /> Fan Pad-R'X8'XI" = 2.4CY <br /> Shaft Collar <br /> 9.68' X 9.68' X 2' -Volume occupied by casing <br /> G.9CY-.3CY = 6.6CY <br /> f=ooters for Building (4) (4' X 2' X 2') = 2.4 CL' <br />• Total CY = 11.4 CY <br />C. Gravel and Cuh~ert Removal from Access load <br /> vole: Gravel will be redistributed over adjacent access road <br /> Usc 16 G to blade gravel (grades/acre/hr) <br /> G radlllg <br /> 60' X 20' = 03 aeies <br /> 03 acres X I ac/hr = 03 Itr <br /> Say = I hr <br /> Hourly Cast = $129.40 <br /> $129.40/hr X I hr = $ 129.40 <br /> Say $129.00 <br /> Culvert Removal: assume .I hr at $18.50 = $ 9.25 <br /> Say = $ 9.00 <br /> Seal Casing <br /> Material SLabor = $ I OOAO <br /> Topsoil Replacement <br /> Road 60 X 20 X I.5' = 67 CY <br /> Pad 50 X 100 X I.5' = 27R <br /> Say = 345 Cl' <br /> Use a 657B Scraper = 450 CY/hr <br /> Hourly rate = $196.1 <br />• I hr X $176.13/hr $196.13 <br />00 <br /> Say $196, <br />MR 97- 154 14 10/2/97 <br />