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2531.501 1,175 lin.ft. Concrete Curb & Gutter, <br />Design M. D. @ `=;' <br />& /100 DOLLARS $ /l.f. $ <br />2575.551 160 cu.yds. Topsoil (a <br />& /100 DOLLARS $ /�,y, $ • <br />WATER MAIN: <br />.� <br />y, <br />5S0 lin.ft� 6" C.I.P. in place @ ' <br />- & /100 DOLLARS $ /l�f. $ � <br />r..: <br />f3. <br />�� <br />200 lbs, C. Ia Fi_ttings 12" & sm.aller : <br />in place @ � �� <br />. & I100 �OLLARs $ /lb. $ ��, " <br />,� <br />y <br />'��. �`: <br />3 each 6" Ga�e Va1ve & Box in place @ <br />h W r <br />& /100 DOLLARS $ /e�.. $ '{ <br />2 each Fire Hydrant (tr�.ffic �,�pe) <br />ii�. p lace @ <br />& _ /100 DOLLARS $ _/ea. $_ � <br />12 each 1" Corp. Cock in place: @ <br />& �/100 DOLLARS $r /ea. $ ` ;f��� <br />�;; <br />12 each 1" Curb. Stop & Box in place @ `'�� <br />� <br />: �; <br />& /100 DOLLARS $ , /ea. $ ;,ti; <br />> : r� <br />500 lin.ft. 1" Copner Service line in pl. @ '° <br />� t ° '; <br />& /100 DOLLARS $ /l.f. $ <br />+u3?'� <br />2 each Cqnnect to inplace Water Main @ <br />& /100 DOLLARS $ /ea. $ 'l <br />SANITARY SEWERS: <br />35 lin.ft. 8" V.C.P, 6'- 8' deep @ <br />& /100 DOLLARS $ /l.f. $ <br />205 lin.ft. 8" V.C�P. 8'-10' deep @ <br />& /100 DOLLARS $ /l,f. $ <br />100 lin.ft� 8" V.C.P. 10'-12' deep @ <br />& /100 DOLLARS $ /l.f. $ <br />160 lin.ft. 8" V.C.P. 12'-14' deep @ <br />& /100 DOLLARS $ /l.f. $ <br />3 each Std. or Jct. M. H. 8' deep @ <br />& /100 DOLLARS $ /ea. $ <br />P - 2 <br />