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r, <br />U <br />ITEM NO. <br />911AN'PI Y <br />'41T <br />2104.521 <br />160 <br />Lin. ft. Salvage pipe <br />culvert Q <br />DOLLARS <br />CENTS <br />$ <br />/lin.ft.. <br />$ <br />2105.501 <br />1,500 <br />Cu.yda. Ditch excavation @ <br />DOLLARS <br />CENTS <br />S <br />/(•u. vd. <br />$ <br />2105.525 <br />600 <br />C:u.yds. Topsoil borrow M <br />DOLLARS <br />CENTS <br />$ <br />/cu.yd. <br />$ <br />2712.501 <br />1`10 <br />Ton Aggregate <br />base, Class 5 <br />(1007, <br />crushed) @ <br />DOLLARS <br />CEt:'rS <br />$ <br />/ton <br />$ <br />2212.501 <br />50 <br />Ton Aggregate <br />base Cl. 5 (1007 crushed) for <br />driveway <br />DOLLARS <br />CENTS <br />$ <br />/ton <br />$ <br />2221.501 <br />"''v(I <br />Ton Aggregate <br />shouldering Class 5 <br />(100% crushed) @ <br />DOLLARS <br />CENTS ,$ <br />/ton <br />$ <br />22j1.501 <br />50 <br />Ton Bituminous <br />patching m <br />,re (d <br />DOLLARS <br />CENT <br />/ton <br />$ <br />2731.507 <br />1,300 <br />Lbs. Joint and <br />crack filler <br />DOLLARS <br />CENTS <br />$ <br />/lb. <br />$ <br />0231.601 <br />3,700 <br />Sq.ft. Roadglass <br />reinforcement <br />(Design <br />SP-1) (d <br />DOLLARS <br />CENTS <br />$ <br />/sq.tt. <br />$ <br />2331.504 <br />13 <br />Ton Bituminous <br />material for <br />mixture <br />@ <br />DOLLARS <br />CENTS <br />$ <br />/ton <br />$ <br />2331.504 <br />250 <br />Ton Leveling course <br />mixture <br />@ <br />DOLLARS <br />CENTS <br />$ <br />/ton <br />S <br />2341.SO4 <br />i50 <br />Ton Bituminous <br />material for <br />mixture <br />(d <br />DOLLARS <br />CENTS <br />$ <br />/ton <br />$ <br />2341.508 <br />2,500 <br />Ton Wearing course <br />mixture <br />Id <br />DOLLARS <br />CENTS <br />$ <br />/ton <br />$ <br />2503.571 <br />180 <br />Lin.ft. Install pipe culvert (Design <br />SP 2) td <br />t# <br />DOLLARS <br />CENTS $ <br />/lin.ft. <br />$ <br />I <br />2511.501 <br />5 <br />Cu.vds. Random rip <br />rap, Class 11 0 <br />I1 <br />DOLLARS <br />CF.N'r5 $ <br />2511.515 <br />10 <br />Sq.yds. Ceotextile <br />tilter P <br />!p <br />DOLLARS <br />CENTS $ <br />/s►I.Yd. <br />$ <br />2S35.SU1 <br />l5l <br />I t. Pituminous <br />curb (d <br />D►1LLAR5 <br />CENTS 5 <br />/ l in. f t. <br />$ <br />P-3 <br />0-R074c <br />