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SCHEDULE "B" - STORM SI'~ER C~qSTRUCfl I(3~-I - ROANOKE STREET <br /> <br />Item <br /> <br />Used Estimated <br />to hate Quantity <br /> <br />Unit Price <br /> <br />Extension <br /> <br /> 2. <br /> 3. <br /> 4. <br /> 5. <br /> 6. <br /> 7. <br /> 8. <br /> 9. <br />10. <br />11. <br /> <br />12. <br /> <br />2101.501 Clearing <br />2101.506 Grubbing <br />2503.511 15" I~CP Class Iii <br />2503.511 21" l~flP Ciass <br />2503.511 30" ~:P C].ass <br />2503.511 30" RCp C].ass III <br />2503.511 30" ~]P C3ass <br />2503.511 30" RCP Class III <br />2503.511 30" RCP Class IIi <br />2503.511 30" NCP C]as$ III <br />Spec. 21" RCP Flar~d l~nd <br />(w/trash guard) <br />Spec. 30" RCP Flared End ~chion <br />(w/trash guard) <br />2506.508 Standard ~nhole (48") <br />2506.508 Special M~,nhole (72") <br />2506.508 Extra Depth of M~nhole <br />2506.509 Standard Catchba$in (48 <br />2511.501 Random Riprap Class III <br />2511.507 Grouted R~prap Class <br />2105.511 Common Channel ExcavatZm <br />2575.505 Sodding <br />2575.501 Seeding <br />2575.511 Mulch Material <br /> <br />13. <br />14. <br />15. <br />16. <br />17. <br />18. <br />19. <br />20. <br />21. <br />22. <br /> <br />23. 2575.531 Commercial Fertilizer <br /> (20-10-10) <br />24. 2502.541 Perf. 4" Subdrain Pipe <br />25. Spec. Connection of Subdrain <br /> to Manhole <br />26. Spec. Sedimentatior, Basin <br /> Outlet Structure <br /> <br />TOTAL SCHEDULE "B": <br /> <br />o Ac 6.5o Ac <br />0 AC 0.50 AC <br />0LF 79LF <br />52 LZ 76 LF <br />54 LF 55 LF <br />94 LF 64 LF <br />187 LF 52 LF <br />225 LF 74 LF <br />100 LF 141 LF <br />0 LF 280 LF <br /> <br /> 1 FA lEA <br /> <br /> 0EA 4EA <br /> <br /> 6LF 12LF <br /> 0EA 3EA <br /> 0 CY 5 CY <br /> 0 CY 10 CY <br /> 0 CY. 300 CY <br /> 0 SY 200 SY <br /> 0 AC 1.1 AC <br /> 0T 2.2T <br /> <br />0T 0.3T <br />0 LF 400 LF <br /> <br />0EA 3EA <br />iLS lI~ <br /> <br />$2,000.00 /AC <br />$2,000.00 /AC <br />$20.00 /LF <br />$23.00 /LF <br />$35.00 /AP <br />$35.00 /LF <br />$35.00 /LF <br />$35.00 /LF <br />$35.00 /LF <br />$35.00 /LF <br /> <br /> $668.00 /EA <br /> <br />$848.00 /EA <br />$790.00 /FA <br />$1,500.00 /EA <br />$45.00 /LF <br /> $750.00 /EA <br /> $65.00 /CY <br /> $85.o0 /cz <br /> $2.00 /CY <br /> $3.00 /SY <br />$1,250.00 /AC <br /> $200.00 /T <br /> <br /> $400.00 /T <br /> $6.90 /LF <br /> <br /> $100.00 /EA <br /> <br />$1,000.0o /LS <br /> <br />$0.00 <br />$0.00 <br />$0.00 <br />$1,196.00 <br />$1,890.00 <br />$3,290.00 <br />$6,545.00 <br />$7,875.00 <br />$3,500.00 <br />$0.00 <br /> <br /> $668.00 <br /> <br />$848.00 <br />$0.00 <br />$4,500.00 <br />$270.00 <br />$0.00 <br />$0.00 <br />$0.00 <br />$0.00 <br />$0.00 <br />$0.00 <br />$0.00 <br /> <br />$0.00 <br />$0.00 <br /> <br />$0.00 <br /> <br />$1,000.00 <br />$31,582.00 <br /> <br />SUMMARY OF BIDDING: <br /> <br />Total Bid Schedule "A"~ <br />Total Bid Schedule "B": <br /> <br />Work Completed to hate: Less 5% Retainage: <br /> <br />WE REOfIMMEND PARTIAL PAYMENT OF: <br /> <br />Please verify the amou~t of previous pavements, <br /> <br />if any, <br /> <br /> $5,625.00 <br /> $31,582.00 <br /> <br /> $37,207.00 <br /> $1,860.35 <br /> <br /> $35,346.65 <br />prior to making payment. <br /> <br /> <br />