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Ruts ua~e: U.!/14/2005 12:27;52 <br /> Hid Schedule <br /> <br /> Job No. 93-004309 <br /> M..' <br /> <br /> Bid No. 2005-000005 <br /> Line No. Description <br /> r. <br /> Quantity Uni_ t Unit Price <br /> 0530. 1 1/2"-0 AGGREGATE BASE Amou <br /> 57.000 CUYD ~ ~ $ ( ~ <br /> 0540. SAW CUTTING ~ ~ 1 <br /> 480.000 LINFT $ " ~ I~L~~ A ~ ~ <br /> $ { V v <br /> 0550. POTHOLE <br /> 1.000 EACH $ ~ ~ ~ v V ~ ~ - /TT <br /> $ V U <br /> Alley #24 Sub Total ~ ~7 7ti <br /> 0560. MOBILIZATION <br /> 1.000 LUMPSUM , ~ /Y'7~T /Z-~.., <br /> $ ~C~tro <br /> 0570. TEMP PROTECTN/DIRECTN 1.000 LUMPSUM $ ~ ' ~I <br /> $ yi~i - ~ <br /> 0580. TREE PROTECTION FENCING <br /> 25.000 LINFT $ ~ ~ ~ ~ J1 <br /> $ C1 <br /> 0590. EROSION CONTROL t <br /> 1.000 LUMPSUM $ 3~~ / ~}-7 <br /> $ ? ~v lV0 <br /> 0600. 10" DRAIN Plpg <br /> 56.000 LINFT $ ~ $ 7 `y'~", <br /> 0610. MINOR ADJUSTMENT OF MANHOLES / !?v 1/(/ <br /> 2.000 EACH $ a ~ j j/~, <br /> $ v Vv VV <br /> 0620. CATCH BASINS ~ TO <br /> 2.000 EACH $ L/ 7 /~-)°)'7) /Tll <br /> 0630. CONNECTION TO EXISTING STRUCTURES ~ $ V (J (J (J <br /> 1.000 EACH $ ~ J c C~ ~ ~ : r <br /> $ v <br /> 0640. CURB INLETS, TYPE 4A $ a <br /> 1.000 EACH U /~/J7 'j / <br /> $ / vvvvci ~(,J <br /> 0650. GENERAL EXCAVATION <br /> 205.000 CUYD $ $ ~ / //7~ <br /> 0660. SUBGRADE STABILIZATION c~ CJ <br /> 96.000 CUYD $ - ~ $ ~~iT-71 ~ i/~'1 <br /> 0670. SUBGRADE GEOTEXTILE ~ ~ 1 VV (J (J' <br /> 570.000 SQYD $ $ O //7) <br /> 0680. 3/4 INCH-0 AGGREGATE BASE SURFACING V(J <br /> 713.000 SQFT $ (J ~ <br /> $ (1 <br /> 0690. 1 1/2"-0 AGGREGATE BASE yy~~ l <br /> 96.000 CUYD $ l/~/ • ~ $ l ~ 7 J1 w~.~ <br /> 0700. LEVEL 2, 1/2 INCH DENSE HMAC L~ ~j <br /> loe.a0a SQFT $ 5. ~ $ ~~D • UU <br /> <br />