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aiu ~wanuuin <br /> <br /> Job No. 93-004309 ,j. ' <br /> <br /> Bid No. 2005-000005 <br /> Line No. Description Quantity Unit Unit Price <br /> Alley N14 Amou <br /> 0350. MOBILIZATION 1.000 LUMPSUM $ " v r~ $ ~ ~ t~ <br /> 0360. TEMP PROTECTN/DIRECTN 1.000 LUMPSUM $ ~~l v r ~ ( j D ~ ~U <br /> 0370. TREE PROTECTION FENCING 15.000 LINFT $ ? $ ~Z <br /> 0380. EROSION CONTROL 1.000 LUMPSUM $ ' VV $ 3Z~, v!J <br /> 0390. 10" DRAIN PIPE 13.000 LINFT $ ~ ~ $ <br /> 0400. MINOR ADJUSTMENT OF MANHOLES 1.000 EACH $ / V o~f'~~ $ ~ ~ ~ <br /> 0410. MANHOLES OVER EXISTING SEWERS 1.000 EACH $ ~ r ~ $ 3 ~ <br /> 0420. CATCH BASINS OVER EX. STRUCTURES 2.000 EACH $ , ~ V V . V $ ~ ~ r <br /> 0430. GENERAL EXCAVATION 110.000 CUYD $ cJ./'~~ $ ~g~, ~ l <br /> 0440. LEVEL 2, 1/2 INCH DENSE HMAC 561.000 SQFT $ l"~ v $ Z~~~ <br /> 0450. PLAIN CONC PVMNT, UNDOWELLED, 7" THICK 3,156.000 SQFT $ ~ " <br /> 0460. CONCRETE PUMPING 3,156.000 SQFT $ o ~ ~ $ ~~j <br /> 0470. DRAINAGE CURBS 28.000 LINFT $ ~ ~r U{J $ 3Q O ~ U I/ <br /> 0480. SUBGRADE STABILIZATION 57.000 CUYD $ / V / ~ $ 7j~"") <br /> 0490. SUBGRADE GEOTEXTILfi 345.000 SQYD $ v v $ ~ <br /> 0500. TOPSOIL 133.000 SQFT $ ~ V V <br /> $ ~ / ~ ! <br /> 0510. TIE BARS 26.000 EACH ~ ~ ~ $ ~ <br /> 0520. 3/4 INCH-0 AGGREGATE SASE SURFACING 190.000 SQFT $ ,li ~~V $ ~ JS ~ v ?j <br /> <br />