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, iop - I a~. -v.v-a i .cJ - - ~ba-cc. .'.b - <br />4_ <br />N0. <br />i. <br />2_ <br />3. <br />4. <br />5. <br />6. <br /> <br />s. <br />9. <br />10. <br />11. <br />12_ <br />13. <br />14. <br />1s. <br />16. <br />17. <br />zs. <br />19. <br />20. <br />BIDDER wi11 complete the Work for the following price(s): <br />UNIT PRICE SCHEDULE <br />E5TIMATED <br />DESCRIPTION <br />QUANTITY <br />Mobilization. <br />I LS <br />60" HDPE storm sewex. <br />1,255 LF <br />48" HDPE storm sewer. <br />12 LF <br />36" HDPE stornl sewer. <br />12 LF <br />30" HDPE stomi sewer. <br />698 LF <br />24" HDkE storm sewer. <br />192 LF <br />18" HDPE storm setiver. <br />397 LF <br />66" RCP stozm sewer. <br />8 LF <br />4' x 2' RCl' boZ culvert, <br />139 LF <br />24" RCP stonm sewer. <br />30 LF <br />21" RCP storm sewer. <br />36 LF <br />10` Recessed ialet. , <br />11 EA <br />SETP-PD Headwall (for 66"). <br />1 EA <br />SETP-PD Headwall (for 24"). <br />2 EA <br />SETP-PD Headwall (foc 21"). <br />2 EA <br />Inlet dovvnstream of detention pond. <br />1 EA <br />36" CH-FW-O Headwall. <br />1 EA <br />48" CH-FW-O Headwall. <br />I EA <br />4' x 4' Type H inlet with erate. <br />2 EA <br />Headwall and concrete channel rernoval <br />downstream of detention pond. 1 LS <br />UNIT <br />TOTAL <br />PRJCE <br />PRICE <br />$ 03 000' <br />$ /c)3, o00 <br />$ <br />$ ! 1S ? b~~ =o <br />Z,lC~o: <br />s )15~ <br />S 13d'" r <br />$ ~ 3 <br />$ / 7 Y D a <br />s VGb <br />ou <br />$ ~b/73Z s <br />$ 7S~ <br />$ 71~ 77S o0 <br />V o <br />g ~75 <br />ao <br />~ Z zov <br />$ / O~ <br />$ /e,070~ <br />$ y3 ~ <br />$ ~290 'o <br />$ 39 <br />~ /yzS~ 60 <br />$ 0700 <br />$ Zg, 7vv °o <br />$ 77Sv <br />$ -7, c)._.. <br />$ o0 <br />vo <br />$ 6/ ov ~ <br />36-00 ~G <br />$ 3S00 <br />~i <br />Z700c-" <br />$ Z-7~0 <br />Soo°= <br />s .~yoo~o <br />09ee) - <br />$ <br />$ <br />$ <br />$ <br />s S W "a <br />$ <br />$ gODc~i $ ~o0d G~ <br />13 <br />