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<br />'. <br /> <br />., <br /> <br />TABLE 1 (Cont1d) <br />DETAILED ESTniA'l'E OF COST <br /> <br />. . <br />. . <br /> <br />Unit <br />Cost <br /> <br />: Quantity : <br /> <br />c <br /> <br />Item <br /> <br />I Unit I <br /> <br />II ~ OUTLET WORKS (Cont1d) <br /> <br />Subtotal <br />Engineering,.contingenciesandoverhead. <br /> <br />TOTAL <br /> <br />III - SPILLWAY <br /> <br />.." <br />,. '\0 <br />. r~- <br /> <br />Exeavation <br />Unelassified <br />Rock <br />Line.Drilling <br />Backfill, pervious <br />WaJ,l drainage., <br />. . . Gravel Filter <br />Perforated 6" V.C. pipe <br />Conerete <br />1feir and walls <br />Steel <br />Reinfcrcj.nE <br /> <br />C.Y. " 0.50 450 <br />oii> <br />C,Y. 2.00 500 <br />S.F. 2.00 J ,300 <br />C.Y. 2..10 .,150 <br />C.Y. 5.00. 40 <br />L.F. .1-50...- .. 210 <br /> -!Iii " . " " <br />CoY. 45.00 370 <br />Lbs. . "/. q'F 37,000 <br /> .. .. <br /> <br />S'.lbwtal <br />I:ngineering" eontingencies and overhead' <br /> <br />'I'JTAL <br /> <br />7JTAL ESTIHATED CONSTRUCTION COST <br /> <br />: <br /> <br />. <br />. <br /> <br />Item Cost ; Total Cost <br /> <br />$ 19,215 <br />5,765 <br />$24,980 <br /> <br />'. "--' <br /> <br />$34,070 <br /> <br />225 <br />. ~1,000 <br />..2,600 <br />. 405 <br /> <br />200 <br />315 <br /> <br />16,650 <br /> <br />_,h810 <br /> <br />. $. 26,20$ <br />_J~_865 <br /> <br />,.. .. "070 <br />oiP jL~.: <br /> <br />$15'7,500 <br /> <br />