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7777777 <br />411 <br />Bid of H."N.. Barnes.• ° <br />°Rkl k-Block-pavement on & six inch gravel foundation: <br />°Grading°per°cuy°yd•,B..........�...............$1.50 <br />Veedersburg•WIre•.Cu °2.95 <br />• Ih COM4 ,� ° �' 116r ,10e . 4oalred add per sq * yd........ • 1900 . <br />& inch°colt uit pipe per lin ft............_........ . <br />Storm water.inlets each** .... ..............,••.12.00 <br />Marginal curb per din ft....... .30' <br />]Resetting. -Inlets, each: .............::........ 2.00 <br />Resetting°manhole coveys, eaoh•.••.3.00 <br />...... Check for 484.00 Grade,°eurb°and walk on Anderson Avenue from Keller Street to <br />the south end of said Anderson -Avenue:'-' <br />Bid of H..N. Barnes. <br />Sidewalk per sq. ft..............................:..14 <br />Check for $100.00 ° <br />Bid of McCready Constr., Cznp y% ° ° ° ° . ....�.20 <br />walk °per •qq, <ft*.%0' Q 'GhcX for. 10.0«00......... • • • <br />Grade and°curb on 12th. Street from Pleaseant Streetitto North <br />Side Blvd. ° <br />Bid. of Rohn Beyeer. ° <br />Grading pex ,cu,.° yd............................► .4 <br />Curbi per. ,1,in °ft........................... .3 <br />,°.°,_•.,Cheek 1000.00 <br />Bid. of Havis & Sons. <br />Curbing pier lin ft........... ................. �.35 <br />Grading per cu. yd... 0..Cheek�for� 100.00••�••••65 <br />Bid of McCready Constra. 600' > > ° 5 <br />Curb per. lin ft.,.:.°.,.,.;•,...•................ • .... .3 <br />Grading,per,cu. yd............................ 1.00 - <br />Gravel improvement on Sam 1e Street from Olive Street to <br />point 2634 feet west of the.west line of Ol ve Street. <br />Bid. Of Davis & Sons.., <br />Gravel°per°cu,-yd..•.•........•.....•........•s .91 <br />Pipe sewer.on.Longley=Avenue from College Street to Wilber St. <br />Bid. of H. J. Slot. <br />12 inch pipe sewer, per lin ft..................3.50 <br />8 inch pipe sewer, per lin ft..................•1.25 <br />6 inch pipe sewer, per lin ft:.................. 1.00 <br />Manholes per lin ft................................10.00 <br />Manholes°curb§°and covers, each..................20.0.0 <br />° °°°°° ° Check for .$100.:00 <br />Bid of L. H. Webster. <br />12 ineh'pipe °sewer, °per lin ft.....- .............$5.30 <br />8°indh°pipe°sewer, per lin ft.................. 1.40 <br />pipsr tper•lin•ft.......:...........a5.00� <br />Manholeserlin <br />Storm water inlets, each ........................16.00 . <br />Manholes, curbs and covers, each........9....99.30.00 <br />Check for 1100.00o ° <br />'Bid of Staples & Ackerman. ° .. <br />12 inch pipe,,sew,ex, Per 1in ft..................$3.50 <br />8 inch pipe sew,ex°, per. lin ft.................. ..95 <br />6 inch, pipe. sewer, per tin ft...................1.25 <br />Manholes per lip ft.................4......,....12.00 <br />Manholes -,.-curbs, and covers, each...0............25.00 <br />Storm water inlets, each....•..•..•...•••.... ... 15.00 <br />° Check for $100:00 <br />