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Job No. 93-004309 Bid 3chedula <br /> <br /> Bid No. 2005-000005 <br /> Line No• Deecri tion <br /> 1250. - Quantity Unit ? <br /> CONNECTION TO EXISTING STRUCTURES i~ <br /> Unit Price ;r; <br /> 1.000 EACH $ ~ ~'j~ Amo <br /> 1260 . GENERAL EXCAVATION f V U $ ' v V <br /> 175.000 CUyD $ /f"T•1 $ / _ <br /> 1270. SUBGRADE STABILIZATION v V !YJ/I <br /> 93.000 CUYD $ . ~ ~ UV <br /> 1280. SUBGRADE GEOTEXTILE $ <br /> 530.000 SQYD $ 1, <br /> 1290. 3/4 INCH-0 AGGREGATE BASE SURFACING ~j $ ~ " <br /> 230.000 SQFT $ ? ~ ~i~ <br /> 1300. 1 1/2"-0 AGGREGATE BASE $ ~ l ~ ~ V U <br /> 90.000 CUYD $ ~ ~ ~ $ / (y~ R <br /> 1310. LEVEL 2, 1/2 INCH DENSE HMAC 1J~j_~ <br /> 190.000 SQFT $ <br /> 1320. PLAIN CONC PVMIIdT, $ <br /> UNDOWELLED, 7" THICK <br /> 4, 951.000 SQFT $ L/J' $ ~ ~y ~ ~ e <br /> 1330. CONCRETE PUP7pING V~ <br /> 5,100.000 SQFT $ . ~ ~ D 7 n' <br /> 1340. 5 INCH CONC SURFACING $ ~i(/ <br /> 294.000 SQFT $ ~ <br /> 1350. 4 INCH CONC WALK ~ v V $ <br /> $ ~ a ~ C <br /> 2p.00p SQFT $ 1 ~ © ~ <br /> 1360. TOPSOIL <br /> 105.000 SQFT $ ~ , ~ $ CJ V <br /> 1370. TIE BARS <br /> 18.000 EACH $ ~ ~ j <br /> 1380. SAW CUTTING $ C ~ g <br /> 400.000 LINFT $ 3 ~ r..~~o <br /> 1390. POTHOLE ~ $ ~j~ /J <br /> 1.000 LUMPSUM $ <br /> $ ~ V . <br /> Sub Total $ ~ ` V v <br /> CJ----__ <br /> <br />