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U EDULE "B" - 142ND AVENUE & TURN LANES <br />n Estimated Quantity <br />Used to <br />Date Unit Price <br />Extension <br />* Common Excavation <br />Clearing <br />3. Grubbing <br />Subgrade Preparation <br />15- Class V Aggregate <br />6.* Bituminous Surface (2331) <br />7. Bituminous Surface (2341) <br />* Bituminous Material for Mix <br />�. <br />(2331) <br />9. Bituminous Material for Mix <br />(2341) <br />Bituminous Tack Coat <br />11. Concrete Curb & Gutter (8618) <br />2. Edge of Travel Lane Marking <br />3. 18" CMB <br />14. 18" CMP Flared End section <br />0 5. Sodding <br />6. Roadside Seeding <br />7. Mulch Type I <br />18. Ccmmiercial Fertilizer <br />1 9. Adjust Castings & Valve Box <br />0.* *Concrete Drive Apron <br />' TOTAL SCHEDULE "B ": <br />*As per Change Order No. 1 <br />i As per Change Order No. 2 <br />1 <br />J <br />1 <br />r <br />u <br />1 <br />3500 <br />Cubic <br />Yards <br />3974 <br />CY <br />$3.00 <br />ICY <br />20 <br />Trees <br />0 <br />T <br />$70.00 <br />/T <br />20 <br />Trees <br />21 <br />T <br />$30.00 <br />/T <br />* *8 <br />Road Stations <br />8 <br />RS <br />$133.00 <br />/RS <br />900 <br />Ton <br />1128.89 <br />T <br />$4.90 <br />/T <br />* *844 <br />Ton <br />603 <br />T <br />$11.25 <br />/P <br />* *540 <br />Ton <br />614 <br />T <br />$11.50 <br />/T <br />37 <br />Ton <br />32 <br />T <br />$200.00 <br />/P <br />* *34 <br />Ton <br />37.4 <br />T <br />$200.00 <br />/T <br />250 <br />Gallons <br />600 <br />GAL <br />$1.10 <br />/GAL <br />* *1500 <br />Linear <br />Feet <br />1493 <br />LF <br />$5.10 <br />/LF <br />2200 <br />Linear <br />Feet <br />2200 <br />LF <br />0.1 <br />/LF <br />56 <br />Linear <br />Feet <br />130 <br />LF <br />18 <br />/LF <br />2 <br />Each <br />2 <br />EA <br />70 <br />/FA <br />500 <br />Square <br />Yards <br />0 <br />SY <br />1.25 <br />/SY <br />1.3 <br />Acre <br />1 <br />AC <br />145 <br />/AC <br />2.6 <br />Ton <br />2 <br />T <br />130 <br />/T <br />0.3 <br />Ton <br />0.3 <br />T <br />300 <br />/T <br />3 <br />Each <br />4 <br />EA <br />80 <br />/EA <br />20 <br />Linear <br />Feet <br />20 <br />LF <br />10 <br />/LF <br />7 <br />