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No. 93-004309 Hid Schedule <br /> No. 2005-000005 <br /> Lin~No• Deacri tion <br /> 7?iley $9 - Quantity Vnit <br /> Unit Price <br /> 0180. MOBILIZATION Amou <br /> 1.000 LUMPSUM $ 3 u V U r ~ $ ~ r~yT~, , <br /> 0190. TEMP PROTECTN/DIRECTN / /,,i ~ CJ <br /> 1.000 LUMPSUM $ l !J O I ~ $ 1 ~ J ~ ,~'t r~ <br /> 0200. TREE PROTECTION FENCING (i ( U U <br /> 20.000 LINFT $ ~ , ~ $ ~ x / <br /> 0210. EROSION CONTROL (1 ' <br /> 1.000 LUMPSUM $ ~ZG,J ~ ~ $ ^ <br /> 0220. 10" DRAIN PIPE <br /> 28.000 LINFT $ ~ ~ ~ ~ > , _ <br /> X230. MINOR ADJUSTMENT OF MANHOLES $ L~~ <br /> 1.000 EACH $ ~ ~t V V $ - <br /> )240. CATCH BASINS <br /> 2.000 EACH $ C~~ r ~ t <br /> 1250. GENERAL EXCAVATION $ <br /> 70.000 cvYD $ 3 `'r - u V <br /> 260. SUBGRADE STABILIZATION $ <br /> 38.000 CUYD $ ~ /J~ c }t-,,., <br /> 5b , ll~U <br /> 270 • SUBGRADE GEOTEXTILE $ " c (J CJ <br /> 203.000 SQYD $ ~ $ r~ st•--~ <br /> 280• 3/4 INCH-0 AGGREGATE BASE SURFACING ~i (1fj <br /> 93 .000 SQFT $ ~ , ~ $ ~ ~ T'~ <br /> X90• 1 1/2"-0 AGGREGATE BASE _r ~ (J V <br /> 38 .000 CUYD ~ / _ <br /> $ (J C <br /> 500. LEVEL 2, 1/2 INCH DENSE HMAC <br /> 107.000 SQFT $ ~ ~ <br /> ~10. PLAIN CONC P $ • <br /> ~T, UNDOWELLED, 7" THICK <br /> 2,064.000 SQFT $ ~ ~ <br /> 20 . $ <br /> CONCRETE PUMPING <br /> 2,064.000 SQFT $ ~ ~ $ <br /> 30. SAW CUTTING <br /> 222.000 LINFT $ $ f 7t"~ <br /> <br /> 40. TIE BARS U <br /> 9.000 EACH $ ~ $ ~,r <br /> Sub Total $ / <br /> <br />