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PAY ESTIMATE N Fr4M OCTOBEP 19, 1985 TO COMPLETION <br />N.S.A. STREET PROJECT 1985 <br />CITY OF MOUNDS VIEW, MIINESOTA <br />CITY PROJECT 85-1 <br />H A S ASPHALT COMPANY <br />THIS PERIOD <br />ITEM CONTRACT UNIT -- <br />IA). DESCRIPTION _ <br />UNIT QuANT <br />1. <br />2021. 501 MAIL IZAT ION <br />LLI P <br /><tm <br />2. <br />2104.501 REMOVE EXISTING <br />57 <br />IS- RCP STORM <br />SEWER <br />L.F. <br />3. <br />21D4.501 REMOVE EXISTING <br />N <br />)8- RCP STORM <br />SEWER <br />L.F. <br />A, <br />2104.501 REMOVE EXISTING <br />IOC <br />24• RCP STCRM <br />SEWER <br />L.F. <br />S. <br />21D4.509 REMOVE EX ST I MG <br />1 <br />42- APRON <br />EACH <br />6. <br />2105.501 COMMON EXCAVATION <br />C.Y. <br />51500 <br />7. <br />2105.535 SALVAGED TOP SOIL <br />250 <br />FROM STOCKPILE <br />C.Y. <br />8. <br />2111.501 TEST ROLLING <br />R.S. <br />26. <br />S. <br />2112.501 CI,BGRADE <br />16. <br />PREPARATION <br />P.S. <br />IJ, <br />2211.501 AGGREGATE BASE <br />700 <br />CLAS, 5 <br />TOM <br />11. <br />2331. SOA BITUMINOUS MATERIAL <br />175 <br />FOR MIXTURE AT 4.3% <br />TOM <br />12. <br />2331.514 BASE CURSE MIX. <br />TON <br />3,850 <br />13. <br />234I.504 BITIRIMDUS MATERIAL <br />158 <br />POR 041XTURE AT 5.5% <br />TON <br />(SOW DRIVEWAYS AT <br />6.1%) <br />PAGE SUBTOTAL <br />ITT FIR CIE QUANTITY TOTAL PRIC <br />I 110,000.00 0 0.0 <br />0 I 7.50I 0 11 U.0 <br />7. 501 O <br />8.001 0 <br />TOTAL TO DATE <br />it Tr TOTAL PP ICE <br />1.00 IC,000.00 <br />7A 1, 280.00 <br />0.00 65 1 487.50 <br />0.00 98 784.00 <br />100.00I <br />0 <br />0.30 <br />i <br />100.0 <br />1.9C <br />0 <br />0.00 <br />3,500 <br />6.650. <br />4.50 <br />0 <br />0.00 <br />0 <br />0.0 <br />10.00 <br />0 <br />D.DO <br />26 <br />260.04 <br />80.00 <br />0 <br />I <br />0.001 <br />26 I <br />2,060.0, <br />5.50 <br />41.2 <br />232.10 <br />42.2 1 <br />232. IC <br />205.00 <br />0.12 <br />2..60 <br />113.551 <br />23,277.73 <br />10.35 <br />120.3 <br />1,14-00 <br />2,640.80 <br />27,532, 28 <br />205.00 <br />21.16 <br />4,337.80 <br />122. 97 <br />25, 194, 5C <br />3 51836.50 $ 98,678.13 <br />I <br />