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<br /> Run Date: Oa1rfJ4/2008 10:59:03 Page 3 <br /> Revised Bid Schedule <br /> <br /> Job No. 93-004423 93-004433 93-004483 <br /> <br /> Bid No. 2008-000009 <br /> Line-No. Description Quantity Unit Unit Price Amount ' <br /> r s~ v .i <br /> 0100. 18 INCH PVC SD PIPE 5.000 FOOT $ .7 ~ ~ $ Z ~ 5 ~ <br /> ~ i <br /> 0110. 21 ZNCH PVC SD PIPE 5 .000 FOOT $ ,~jO~ r $ Z 4 SDO <br /> ~ O~Qi <br /> 0120. PIPE TEES, 12 INCH 1.000 EACH $ Z ~ $ Z/ <br /> 0130. CONCRETE CARRY-THROUGH STORM MANHOLE 1.000 EACH $ 5 ~ ~ ^ $ 3t <br /> °p ~x7 <br /> 0140. REMOVE AND REPLACE CURB INLET TOP 1.000 EACH $ ~ ~ ~ $ ~ [ ~ <br /> 0150. ADJUSTING BOXES- 12.000 EACH $ S 5 ~ I $ { 0 ~ ~ <br /> o~ <br /> 0160. MINOR ADJUSTMENT OF MANHOLES 27.000 EACH $ ~ Z $ 3 Z / y0a <br /> e~ D ~ <br /> 0170. MH REM/REPL FRAME/COVER-WW 18.000 EACH $ ~ $ <br /> 0180. MH REM/REPL FRAME/COVER-ST 9.000 EACH $ ~ $ ~i ~ <br /> 0190. PAVEMENT REMOVAL 732.000 SQFT $ ~ ~ $ ~ ~ J ~ I <br /> fS ~ / r <br /> 0200. COLD PLANE PVMT REMOVAL, 1" DEEP 35,100.000 SQFT $ © $ ~ cm s <br /> o '''7 r <br /> 0210. COLD PLANE PVMT REMOVAL, TAPER 0" TO 2" DEEP 4,000.000 SQFT $ ~ ~ $ ` ~ ~d ~ <br /> Z ~ - <br /> 0220. COLD PLANE PVMT REMOVAL, 4" DEEP 73,125.000 SQFT $ (J $ ~ ~O ~ ? <br /> e= <br /> 0230. LEVEL 2, 1/2" DENSE, HMAC 26 2,825.000 TON $ $ f~~~ <br /> ASPHALT CEMENT IN HMAC PER TON OF HMAC COMPLETE $ e.e Q <br /> 0240. CONCRETE CURBS 328.000 FOOT $ ~ ? $ O G <br /> 0250. CONCRETE CURB AND GUTTER 190.000 FOOT $ ~y $ <br /> 1 ~ <br /> 0260. CONCRETE WALKS 2,047.000 SQFT $ ~ Z ~ $ ~ / / <br /> m~ <br /> 1~~ p O <br /> 0270.- TRUNCATED DOMES 180.000 SQFT $ ~ $ <br /> <br />