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January 27, 2000 <br />l' <br />122, 605.00 118,193.75 <br />3,750.00`; 2,100.00 <br />ii <br />,.5. <br />ei <br />, <br />0 <br />4 <br />o <br />— <br />88,279.501 107,988.58 <br />ii <br />a <br />a <br />O <br />8 <br />... <br />..,,, <br />— <br />2,534.001 2,321.20 <br />ii <br />N <br />8 <br />. <br />N <br />, 6 <br />a <br />8 <br />1,000.00;, 2,700.00 <br />o <br />8 <br />6 <br />8 <br />6 <br />8 <br />635.00;:;: 1,270.00 <br />2,475.00K: 1,333.75 <br />ii <br />45.438.75':: 49580.25 <br />6,672.50:;; 7,261.25 <br />ii <br />7,614.00;:; 6.426.00 <br />4,731.00 6,897.00 <br />27, 909.00 ; #: 25, 972.00 <br />Percent <br />Over /Under <br />0% <br />o <br />C' <br />0 <br />a <br />oi <br />223% <br />3.0% <br />o <br />%0'0L1 <br />%0'00l- <br />o <br />6 <br />a <br />6 <br />.v. <br />. <br />45.8%. <br />Percent <br />of B.P.Q. <br />100% <br />. <br />0 <br />. <br />— <br />8 <br />— <br />'07, <br />. <br />— <br />88 <br />— <br />84.4% <br />92.7% <br />(M) GAL <br />TON <br />z <br />0 <br />I- <br />TON <br />GAL <br />TON <br />HOUR <br />cc <br />0 <br />0 <br />HOUR <br />x <br />7 <br />0 <br />EACH <br />EACH <br />LF <br />LF <br />LF <br />: <br />94555 <br />.. <br />CO <br />8 <br />.4. <br />5636 <br />8 <br />..1. <br />N <br />N <br />N <br />N <br />.- <br />$. <br />(M) GAL <br />Z <br />Z <br />0 <br />I- <br />TON <br />Z <br />HOUR <br />D <br />HOUR <br />HOUR <br />EACH <br />LF <br />LF <br />LF <br />LF <br />LF <br />LF <br />18080 <br />. <br />4 <br />0 <br />535 <br />8655 <br />141 <br />— <br />* <br />x <br />K <br />r. <br />' <br />= <br />21. <br />1.=.' , <br />0 o <br />Water for Dust Control <br />(Actual Measured) , <br />Aggregate Base Class 5 <br />(Additional length for driveways to meet grades and lengthened proied) <br />Type 41 Bituminous Wear <br />(Additional length and depths of driveways to match existing drives and reasonable grades. <br />Additional length of protect as requested by City staff to correct drainage problems) <br />Type 31 Bituminous Base <br />(Additional length of proied as requested by Cdr staff to correct drainage problems) <br />Bituminous Material for Tack Coat <br />(Normal Variation) <br />Crushed Rock Pipe Foundation <br />/Suitable material at nine zone: no correction material needed) <br />1 <br />O <br />).. 8 91 <br />Badrhoe with Operator <br />(Excavation and back NI for repair non- workina water valves) <br />Truck with Operator <br />(No material removed from site) <br />Skid Loader with Operator <br />(Not used as estimated) • <br />17 RCP Apron with Trash Guard <br />(Normal Variation) <br />15" RCP Apron with Trash Guard <br />(Replaced existing damaoed apron) _ <br />Clean Storm Sewer <br />(Some existina aloes were leaned' not needed) <br />22' RCP Span Pipe <br />(Normal Variation) <br />28" RCP Span Pipe <br />(Final Measurement) <br />17 RCP Sewer <br />(Placed 12" RCP rnplace on 15" RCP for cover) <br />15" RCP Sewer <br />(Placed 12" RCP inpface of 15"RCP for cover) <br />I <br />T <br />8 <br />& <br />0, <br />N <br />23 <br />N <br />CONNO <br />'0 <br />M <br />0 <br />34 <br />0) <br />T <br />37 <br />0_ <br />Short Elliott Hendrickson <br />