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Us~cl <br />To Date <br /> <br />Extansion <br /> <br /> 2105.501 C~,,.~n E~_mmv~tion <br />:. 2//2.501 Suede Preparation <br /> 2211.501 Ac3gre~te Base, ~ <br /> 2331.508 ~ 41 ~~ ~ ~. <br /> 2331.514 ~ 31 ~ ~ ~e <br /> 2501.573 ~1 18" ~ ~~ <br /> 2501.573 ~1 lB" ~ ~ <br /> 2503.511 ~" ~ Pi~ ~ <br /> 2503.511 ~" ~ Pi~ ~ <br />.0. 2503.573 15" ~ Pi~ ~n/~h ~ <br />_!. 2506.508 ~ ~. ~ole (48") <br />~. 2506.509 ~~~ ~. ~~~ <br />.2. 2511.501 ~ ~p~p, ~ w/~. ~ic <br />&. 2531.501 B-618 ~e~ ~ <br />_5. 2554.602 ~ & ~11 ~. ~i~de <br />.6. 2564.602 ~ & ~1 ~ Si~ <br />.7. 2564. 602 ~ & ~1 ~ ~ Si~ <br />8. 2564. 602 ~. & ~11 ~t ~ Ia~ Si~ <br />.~. 2564.602 ~ & ~1 ~ ~t Si~ <br />.0. 2564.602 ~ & ~!1 ~ ~d Si~ <br />.i. 2564.602 ~v~t ~ge (ri~t ~ ~) <br />2. 2564.603 ~e of ~avel ~ ~ip~ <br />.2. 2564.603 ~~ ~ip~ <br />4. 2575.555 ~ ~l~t (bl~. & ~.) <br />.5. ~. ~e~ V~ley ~ <br />S. ~. ~i~~ Valley ~ ~ion <br /> <br />~/~iption <br /> <br /> 200 CY <br /> 12RS <br />1200 T <br /> 500 T <br /> 650 T <br /> 85 LF <br /> 2EA <br /> 102 LF <br /> 346 LF <br /> lEA <br /> 4 EA <br /> 2EA <br /> 3 CY <br />2300 LF <br /> lEA <br /> lEA <br /> lEA <br /> lEA <br /> 2EA <br /> lEA <br /> lEA <br /> 2000 LF <br />1176 LF <br /> 1.4 AC <br /> 175 SY <br /> 205 <br /> <br />Estimated <br />Quantity <br /> <br /> 545 CY <br /> 12 RS <br />1200 T <br /> 508 T <br /> 577 T <br /> 85 LF <br /> 2EA <br /> 102 LF <br /> 33O LF <br /> !EA <br /> 4 EA <br /> 2EA <br /> 3 CY <br />2323 LF <br />2 EA <br />lEA <br />lEA <br />lEA <br />2 EA <br />lEA <br />lEA <br />2176 LF <br />1310 LF <br /> 2.7 AC <br />18.5 SY <br />22.5 SY <br /> <br /> Used <br />To Date <br /> <br /> $3.5o <br /> $75. oo /RS <br /> $5.20 IT <br /> $21. oo IT <br /> $19. oo /T <br /> $10.00 <br />$100. O0 <br /> $20. O0 /LF <br /> $21, oo <br />$4oo. oo I~. <br />$7oo. oo lEA <br />$6oo. oo lEA <br /> $5o. oo ICY <br /> S5, oo <br />$225.00 /EA <br />$1o5. oo /EA <br /> $95. oo lEA <br />$105.00 /EA <br />$100.00 lEA <br />$125.00 lEA <br /> $30.00 lEA <br /> $0.5o <br /> $o. 5o <br />$700. O0 /AC <br /> $27.00 /SY <br /> $27.00 /SY <br /> <br />$1,907.50 <br />$900.00 <br />$6,240.00 <br />$10,668.00 <br />$10,963.00 <br />$850.00 <br />$200.00 <br />$2,040.00 <br />$6,930.00 <br /> $4oo.oo <br /> $2,800.00 <br /> $1,200.00 <br /> $150.00 <br />$11,615.00 <br /> $45o.oo <br /> $io5.oc <br /> $95.00 <br /> $105.00 <br /> $200.00 <br /> $135. oo <br /> $3o.o~ <br /> $1,088.0: <br /> $655.00 <br /> $1,890.00 <br /> $499.50 <br /> $607.50 <br /> <br />$62,723.50 <br /> <br />Extension <br /> <br />2105.501 Cc~m~n Excavation <br />2621.5H Skimmar <br />2621.5H 12" RCP CT.5 <br />2621.5-H !5" RCP ~5 <br />2621.5H 12" RC~ ~ron w/~~r~ <br />2621.52{ 15" RCP Apron w/Tr-~ <br />2621.53 S~Qar~ F~nnhole 48" <br />262!.53 ~ C~~in <br />2621.5I Ripr~p CL3 w/Geotextile Fabric <br /> <br />2OO CY <br /> lEA <br />140 <br />960 LF <br /> <br /> 3EA <br /> 5EA <br /> 2EA <br /> 3CY <br /> <br />200 CY <br />lEA <br />200 LF <br />9OO LF <br />lEA <br />3EA <br />5EA <br />2EA <br />6CY <br /> <br /> $3.5o /cY <br />$1,40o.o0 /EA <br /> $2o.oo I~ <br /> $21.00 /LF <br /> $400.00 lEA <br /> $400.00 lek <br /> $700.00 /EA <br /> $600.00 I~ <br /> $5o.oo ICY <br /> <br /> $700.00 <br /> $1,400.00 <br /> $4,000.00 <br />$18,900.00 <br /> $400.00 <br /> $1,200.00 <br /> $3,500.00 <br /> $1,200.00 <br /> $300.00 <br /> <br />$31,600.00 <br /> <br /> <br />