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Run Data /08/2006 09:33:05 ~ ¦ <br /> Job No. 93-004388 Bid Schadula \ <br /> <br /> Bid No. 2006-000018 <br /> Liae No. Deaeri tion ' <br /> 0180. LOOSE RIPRAP, SPECIAL CLASS 200 Uait Price <br /> 22.000 TON $ ~D~ $ <br /> 0190. BRIDGE REMOVAL WORK ' <br /> 1.000 LUMPSUM $ ~ O~ ~ ~ /~1~1~ ~ <br /> 0200. STRUCTURE EXCAVATION $ ~ wCJ <br /> 1.000 LUMPSUM $ ~D Q ~ $ / G° <br /> l <br /> 0210. GRANULAR STRUCTURE BACKFILL /'~/)j~ - <br /> 1.000 LUMPSUM $ / W(,/ $ D~ ~ <br /> 0220. FURNISH PILE DRIVING EQUIPMENT ~ <br /> 1.000 LUMPSUM $ 9~ ~00 O~ $ //~~O <br /> 0230. FURNISH Pp 12.75 X 0.375 STEEL PILES <br /> 320.000 FOOT $ 32a%' $ /p~ ~~D - <br /> 0240. DRIVE PP 12,75 X 0.375 STEEL PILES <br /> a.ooo EACH $ j j(~ ~ a~ <br /> o2so. S_ <br /> PP 12.75 X 0.375 STEEL PILE SPLICES /~J L"J1 ~ D <br /> 2.000 EACH $ (~a7C/ Q , <br /> 0260. $ (i(/ <br /> REINFORCEMENT <br /> 1.000 LUMPSUM 3f ~W ~ $ ~W <br /> 0270. STRUCTURAL CONCRETE, CLASS 3600 ~J`/i/ <br /> 1.000 LUMPSUM / Z/SDD ~ $ !Z/ <br /> 0280. 26 INCH PRECAST PRESTRESSED SLABS <br /> 288.000 FOOT $ ~ ~ 2~/}~ <br /> 0290. $ ,~JV <br /> 3 TUBE STEEL RAIL $ J ~ ~ <br /> 1.000 LUMPSUM GY $ ~ ~Q~ <br /> 0300. A~,~1,E BASE , <br /> 203.000 TON $ / U ~ 3~ 1v 5,¢, o0 <br /> 0310. PERMANENT SEEDING, METHOD 1 OR 2 <br /> 6v <br /> .200 ACRE $ $ QD/~ ~ ~ .p~ <br /> 0320. ACCESS GATE O O v 7~-~ <br /> d ~l> <br /> 1.000 EACH $ ~ ~ ~ <br /> / <br /> 0330. CONSRUCTION ZONE FENCING JFQ <br /> 740.000 FOOT $ ~ ~ ~D <br /> Bub Total f <br /> ~1q~~ 2~`f• <br /> <br />