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(, <br />) <br />:. <br />Scoping Estimate -Tonawanda Pump Station <br />2/2512008 <br />ASSUMPTIONS: 6 96" pipes provide <br />for fin-o hours of capacity <br />Mobilization <br />Erosion Control <br />tc/tp <br />wet well Manhole <br />8" pipe <br />Core Existing Wet Well <br />6" paving <br />Engineering - 23% <br />Contingency - 10% <br />Testing <br />Unit 4ty Unit Cost <br />00 <br />$ Total <br />3,130 <br />LS ~ <br />1 3130. <br />1000.00 <br />$ 1,000 <br />LS <br />1 <br />5000.00 <br />~ 5,000 <br />LS <br />6 <br />4000.00 <br />~ 24,000 <br />EA <br />FT <br />20 <br />40.00 <br />$ g00 <br /> <br />500 <br />EA ~ <br />50 500.00 <br />120.00 $ 6,000 <br />tn ~ 40,430 <br /> 9 .~ 3'7 lG' `~`~, ~ ~' ^Z ~ <br /> ~ 9,29 <br /> ~ 4,043 <br /> $ 3,000 ~ ~ <br />Z ~ ~~ ~ <br />~ <br /> GR AND TOTAL $ 56,772 ~ <br />~_.. <br />,` <br />