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PUD NO. 2C AGREEMENT AND <br />DEVELOPMENT CONTRACT <br />EXMJT A - SITE A PROVEMENTS COST ESTIMATE <br />312611007 <br />Amber Woods Office Center Plat D7.3250 <br />Cost Estimate for Financial Guarantee (160%) <br />Sartltgry Sewer improvernronto <br />Llrits <br />$Mrtlt <br />Total <br />Mobiiaattors <br />15 <br />1 S <br />�r,0�J0.t10 <br />$;x,000 0 <br />Traffic Control <br />LS <br />1 $ <br />11000.00 <br />$1,000.00 <br />Conned to Existing ir" Sanitary Sewer <br />PA <br />1 $ <br />2,500.00 <br />$2,500.00 <br />B" PVC S,a"Itary Sewer <br />LF <br />360 $ <br />30.00 <br />$10,800.00 <br />0- X 6„ Wye <br />EA <br />5 $ <br />100.00 <br />$600.00 <br />4' blameter Sanitary Sewer Manhole <br />EA <br />4 $ <br />2,000.00 <br />$8,000.00 <br />4' Qiarneeter Sankey Sewer Menhole Overdepth <br />LF <br />22 $ <br />100.00 <br />$2,200.00 <br />ImROW Me Foundation <br />LF <br />400 $ <br />1.00 <br />$400.00 <br />Estimated'Const action Goat . <br />$30,400.00 <br />wsur Main irn rmmenis <br />Emits <br />$/Unit <br />Total <br />Rerno,ve alsting Waterrnaln Pipe <br />LF <br />2.00 $ <br />6.00 <br />$1,200.00 <br />Remove Hydrant <br />EA <br />2 $ <br />600.00 <br />$1,200.00 ' <br />Canned to Uding Water Main <br />EA <br />2 $ <br />2,500.00 <br />$5,000.00 <br />S" QIP WOW main <br />LF <br />760 $ <br />40.00 <br />$30,400.00 <br />8" DIP Water Mohr <br />LF <br />85 $ <br />30.00 <br />$2,550.00 <br />r Fittings <br />EA <br />15 $ <br />250.00 <br />$3,750,00 <br />Inecaation <br />8Y <br />10 $ <br />- 10.00 <br />$100.00 <br />Hydrant <br />EA <br />3 $ <br />2,5W.00 <br />$7,800.00 <br />r Gv and Box <br />EA <br />2 $ <br />1,300.00 <br />$2,600.00 <br />8" Gv and Bax <br />EA <br />3 $ <br />1,200.00 <br />$3,@00.00 <br />Estimated Construction Cosi <br />$67,90D.00 <br />Services Im rovements <br />Units <br />9U <br />$AJnit <br />Total <br />r PVC, Service ripe <br />Lit <br />35S $ <br />22.00 <br />$7,810.00 <br />1.5 Inch copper service <br />V <br />305 $ <br />16.00 <br />$4,880.00 <br />1.5 loch coM <br />EA <br />5 9+ <br />200.00 <br />$1,0DIDD <br />1.5 inch curb <br />EA <br />5 $ <br />260.00 <br />$1.250.00 <br />Estimated Ccm tructlorr Ccat <br />14,940.00 <br />