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Bid Schedule <br /> ';,z: <br /> <br /> Job No. 93-004309 <br /> Hid No. 2005-000005 <br /> Line No. Description <br /> Quantity Unit Unit Price r. <br /> 2 O Am h <br /> 0890. 1 1/2"-0 AGGREGATE BASE $ r $ - t ~ ~ r ~ <br /> 91.000 CUYD I <br /> 0900. LEVEL 2, 1/2 INCH DENSE HMAC $ ~ $ ~D <br /> 328.000 SQFT l 1(_' v , <br /> 0910. PLAIN CONC PVMNT, UDIDOWELLED, 7" THICK L.{-• ~ I ~ ~f7 ~jh <br /> 4, 931.000 SQFT $ ` / ~.r" v (d <br /> +S- 1j <br /> aJ T <br /> 0920. CONCRETE PUMPING Cy ! 1 Y/ V <br /> 5,188.000 SQFT $ i~ <br /> 0930. 5 INCH CONC SURFACING 287.000 SQFT r/ V ~C~~/e/ ~ <br /> 0940. TOPSOIL $ <br /> 163 .000 SQFT $ (1 (J <br /> 0950. TIE BARS $ r,~ ~ /TT'1 $ 1 <br /> 40.000 EACH ~(f ~ (J <br /> 0960. SAW CUTTING $ /~-1i $ <br /> 292.000 LINFT (J fl <br /> 0970. REMOVE HEDGE x[7'1 $ , „~A <br /> 1.000 LUMPSUM $ ~ ` " l/ U Z~ <br /> Alley #27 Bub Total $ ~ ~ , 6 Cj <br /> 0980. MOBILIZATION $ r~ <br /> 1.000 LUMPSUM / <br /> ~ ~v (J C <br /> 0990. TEMP PROTECTN/DIRECTN 1.000 LUMPSUM $ ~ I/ U <br /> 1000. TREE PROTECTION FENCING '2 r ~ ~r <br /> 25.000 LINFT $ ,;J ~ l/ $ <br /> 1010. EROSION CONTROL r <br /> 1.000 LUMPSUM $ (f _v , /9"j-y <br /> 1020. 10" DRAIN PIPE /L~ $ cf~ <br /> 49.000 LINFT $ (J V -vJl <br /> 1030. CATCH BASINS $ I ) ~ ~ $ <br /> 3.000 EACH c <br /> 1040. CONNECTION TO EXISTING STRUCTURES 1.000 EACH $ , ~ $ 5U V , <br /> 1050. GENERAL EXCAVATION 125.000 CUYD $ ~r <br /> 1060. SUBGRADE STABILIZATION <br /> 88 .000 CUYD $ ~D ~ ~ $ ~ C/Y ~ . <br /> <br />