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J - I +.v uv,v...ia i.aJ - .b - - <br />4. BIDDER will complete the Work for the following price(s): <br />UNTT PRICE SCHEDY7LE <br />ESTIMATED <br />N0. <br />DESCRIPTION <br />pUANTITY <br />1. <br />Mobilization. <br />I LS <br />2_ <br />60" HDPE stortn sewer_ <br />1,255 LF <br />3. <br />48" HDPE storm sewer. <br />12 LF <br />4. <br />36" HDPF, storn7 sewer. <br />12 LF <br />5. <br />30" HDPE storni sewer. <br />698 LF <br />6. <br />24" HDPE storm seiver, <br />192 LF <br />7. <br />18" HDPE storm setiver. <br />397 LF <br />S. <br />66" RCP stozza sewer. <br />8 LF <br />9. <br />4' x 2' RCP bos culvert. <br />139 LF <br />10. <br />24" RCP storm sewer. <br />30 LF <br />11. <br />21° RCP storm sewer. <br />36 LF <br />12. <br />10` Recessed inlet, <br />11 EA <br />13. <br />SETP-PD HeadwaIl(for 66"). <br />1 EA <br />14. <br />SETP-PD Headwall (for 24"). <br />2 EA <br />15. <br />SETP-PD Headwall (for 21 <br />2 EA <br />16. <br />In1et dowmstream of detention pond. <br />1 EA <br />17. <br />36" CH-FW-O Headwall. <br />1 EA <br />18. <br />48" CH-FW-O Headwall. <br />I EA <br />19. <br />4' x 4"rype H inlet with grate_ <br />2 EA <br />20. <br />Headwall and concrete channel removal <br />downstream of detention pond. <br />I LS <br />1--- <br />UNIT <br />TOTAL <br />PItICE <br />PRICE <br />S 03 000 <br />s /03, o00 <br />~/Y-6 <br />$Iqs~7 YO~ <br /> <br />~ <br />S 1390 <br />$ d3=- <br />$ y5~ <br />~ <br />$ V Gb <br />ov <br />$ /~i ` ` <br />$ -7S <br />$ 77.s G. ° <br />pb <br />~ z75 <br />ao <br />~ Z, zov <br />O~ <br />$ /"Ip7p~ <br />~ y3 0' <br />~ ~ 2 90 _ <br />$ 39 6° <br />60 <br />s Z7oa ~ <br />$ Zg, 7cle) oa <br />$JI~O-' <br />$ Z 7 sv <br />~ vv <br />$ P <br />$ vo <br />s 6/ ov - <br />$ 3S00 ~G <br />$ ~SpO ~J <br />~ <br />$ Z-76V'--o <br />$ S oa <br />~ -yoo ~o <br />$ ~9~~ ~ <br />$ S a~ <br />$ SODc~ee $ glDOd <br />13 <br />