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2511 .507 <br />2511.511 <br />2531 . 501 <br />2511.541 <br />257'5.'501 <br />5275.502 <br />2575.505 <br />5275.511 <br />52/5.'531 <br />0504.602 <br />0504.602 <br />Grouted Rip -Rap <br />Granular Filter <br />Concrete C & G <br />Transplant Trees <br />Roadside Seeding <br />Seed Mixture Type 7 <br />Sodding <br />Mulch Material Type 1 <br />Commercial Fertilizer <br />Adjust Hydrant <br />A.djus.t Valve Box <br />CHANGE ORDER NO. 1 <br />2104.501 <br />21.04.509 <br />2211.501 <br />2.341.504 <br />2341..508 <br />2501.515 <br />250.3.511 <br />2503.521 <br />2503.571 <br />2503.573 <br />2506.508 <br />2506.509 <br />2506.516 <br />2511.507 <br />2511.511. <br />2575.501 <br />2575.505 <br />2575.511 <br />2575.531 <br />20__D2_ C . Y <br />C.Y. <br />8,564 • L.F. <br />9° Ea. <br />2.35 Acr. <br />196.5 Lb. <br />11,968.8 S.Y. <br />4.7 Ton <br />0.41 Ton <br />Ea. <br />16 Ea. <br />Remove CM Pipe <br />Remove Catch Basin <br />Aggregate Base <br />Bit.Material for Mixture <br />Wearing Course Mixture <br />18" Pipe Apron with T/G <br />18" RCP Pipe Sewer CL 4 <br />48" Arch RCP Pipe Sewer <br />Install Surge Basin <br />(Plate 52008) 1 <br />Install Control Structure 1 <br />Construct MH Design 4019E 2 <br />Construct CB Design C4002E 1 <br />Casting Assemblies Furnished <br />and Installed 4 <br />Grouted Rip Rap C1.3 56 <br />100 <br />2 <br />45 <br />8.25 <br />149.09 <br />1 <br />48.5 <br />347 <br />Granular Filter <br />Roadside Seeding <br />Sodding <br />Mulch Material Type 1 <br />Commercial Fertilizer <br />12 -12 -12 <br />Trench Stabilization <br />FINAI, ESTIMATE <br />0.37 <br />0.74 <br />0.11 <br />14.5 <br />TOTAL <br />L.F. <br />Each <br />Ton <br />Ton <br />Ton <br />Each <br />L.F. <br />L.F. <br />Each <br />Each <br />Each <br />Each <br />Each <br />Cu Yd <br />Cu Yd <br />Acre <br />Sq. Yd. <br />Ton <br />Ton <br />Ton <br />CHANGE ORDER NO. 1 <br />GRAND TOTAL <br />LESS PREVIOUS PAYMENTS <br />FINAL AMOUNT DUF <br />Donald 0. Carley, P.E. V <br />Page 24 <br />35.00 <br />10.00 <br />4.50 <br />150.00 <br />137.50 <br />3.85 <br />1.43 <br />187.00 <br />462.00 <br />300.00 <br />75.00 <br />__JO)) .7 <br />,____.,_7 00.7 0 <br />1,350.00. <br />. . _ <br />/56 5.3 <br />189.42.._ -- . <br />D O _-__._ <br />_$708 496,.41_-.._ <br />3.00 300.00 <br />125.00 250.00 <br />7.85 353.25 <br />196.00 1,617.00 <br />15.60 2,325.80 <br />520.00 520.00 <br />22.00 1,067.00 <br />112.00 38,864.00 <br />2,500.00 2,500.00 <br />2,800.00 2,800.00 <br />3,900.00 7,800.00 <br />890.00 890.00 <br />235.00 940.00 <br />35.00 1,960.00 <br />10.00 - <br />137.50 50.88 <br />1.50 - <br />187.00 138.38 <br />462.00 50.82 <br />10.00 145.00 <br />$708,496.41 <br />62,572.13 <br />$771,068.54 <br />754,265.94 <br />$ 16,802.60 <br />$62,572.13 <br />