New Search
., .. <br />Run Date: 02/11/2004 11:00:47 <br />Job No. 93-003502 <br />Bid No. 2004-000002 <br />Line No. Description <br />0180. CONC 5" DRIVEWAY ADJUST <br />0190. CONC 7" DRIVEWAY ADJUST <br />0200. AC 2" DEPTH DRIVEWAY ADJUST <br />0210. ADA TEXTURING <br />0220. AGGREGATE BASE, 4 INCHES THICK <br />0230. AGGREGATE BASE, 6 INCHES THICK <br />0240. AGGREGATE BASE, 7 INCHES THICK <br />0250. AGGREGATE BASE, 10 INCHES THICK <br />0260. AGGREGATE BASE, 12 INCHES THICK <br />0270. STD CURB & GUTTER CONCRETE CURBS <br />0280. 8" MEDIAN CONCRETE CURBS <br />0290. MOUNTABLE CURB & GUTTER CONCRETE CURBS <br />0300. STANDARD CONCRETE CURBS <br />0310. VALLEY GUTTER CONCRETE <br />0320. DRIVEWAY CURB CUTS <br />0330. EMB TOP SOIL IMPORTED <br />0340. GENERAL EXCAVATION <br />0350. 8 INCH SUBGRADE STABILIZATION <br />0360. SUBGRADE GEOTEXTILE <br /> - .. ;~ ,, <br /> Page .~ <br />Bid Schedule _ <br />Quantity Unit Unit Price Amount _ <br />1,075.000 SQFT $ Z ?~ $ Z~y/8 7S <br /> 3 • ~ ~~~ <br />230.000 SQFT $ $ <br /> <br />15.000 <br />TON <br />$ -I <br />Z.d~ <br />$ <br />3~ OoD <br /> 2- 7 e~ Z 3 ~ <br />~ Z <br />453.000 SQFT $ $ ~ <br />9 <br />l00 <br />00o s <br />YD Z- ~- Z oc~ <br />1 $ <br />, <br />. Q $ $ ~ <br /> ~ e^ 50~ ^ <br />Z <br />625.000 SQYD $ $ i <br /> J s^ j g Z 5 <br />385.000 SQYD $ $ <br /> ._~ <br />G _ <br />(pQO <br />~ <br />1, 100.000 SQYD $ $ ~ <br /> rj O ~. <br />~ <br />17 D O b <br /> <br />18,000.000 <br />SQYD <br />$ <br />$ ~ <br />7 <br />500 <br />00 f e ~O ~ 150 <br />, <br />. <br />0 LINFT $ $ <br /> /d s! ~ d a <br />~ ~ <br />1, 900 .000 LINFT $ $ / <br />100.000 LINFT $ Z'~ ~~ $ ZI bC~p <br />100.000 LINFT $ z0 ~ $ Z„ pOO <br /> 2~ ~ 5Z~ <br />y <br />226.000 LINFT $ $ ~ <br /> <br />540.000 <br />LINFT <br />$ -s <br />~ <br />$ <br />~/ ~O Z~ <br /> eo <br />20 ~ <br />000 <br />2y <br />1,200.000 CUYD $ $ l <br /> 0 <br />" <br /> lo' lyy <br />goo <br />13,800.000 CUYD $ $ . <br /> <br />1,100.000 SQYD $ $ ~ <br /> <br />21,000.000 SQYD $ $ <br />