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IDEAL PAVING, INC, <br /> TOTAL BID SCHEDt]LE A: <br /> <br />BID SCHEDULE B - STORM SEWER CO?'{I:'~,'RUCTION - ROANOKE STREET <br /> <br />Item <br /> <br /> 1 2101.501 CleariDg <br /> 2 2101. 506 Grubbing <br />3 2503.511 15" ]~.C~~ Class I~l~I <br />4 2503.511 21" I~CP Class III <br />5 2503.511 30" RCIj Class [][I <br />6 2503.511 30" RCP Class i[iI <br />7 2503.511 30" }{CP Class i[[1[[11 <br />8 2503.511 30" RCI> Class [1[[[[1' <br />9 2503.511 30" t%CP Class [l][[I <br />10 2503.511 30" }~CP Class 71[~]][ <br />11 Spec. 21" RCP Flared End Se~.tJon <br /> (w/trash guard) <br />12. Spec. 30" RCP [Flared En~[ Se~'~t'.Jon <br /> (w/trash gua:-~d) <br />13. 2506.508 Standard Manhole (~8") <br />14. 2506.508 Special Manhole (7',~") <br />15. 2506.508 Extra D~pth of Manl~ole <br />16. 2506.509 Standard Catchb~,si~ (48") <br />17. 2511.501 Random l%iprap Cias~ Iii <br />18. 2511.507 Grouted Riprap Class II]'[ <br />19. 2105.511 Common <',hanne[t Excg~va~tion <br />20. 2575.505 Sodding <br />21. 2575. 501 Seeding <br />22. 2575.511 Mulch Material. Type % <br />23. 2575.531 Commercial Fertilize<' <br /> (20.-10-10) <br />24. 2502.541 Perfo 4" Subdrain PTS,)(~. <br />25. Spec. Connection of Subdrain <br /> to Manhole <br />26. Spec. Sedimentation Basin <br /> Outlet Structure <br /> <br />Est. Quantity Unit Price <br /> <br />0.50 Acres <br />0.50 Acres <br /> 79 Lin. Ft. <br /> 76 Lin. Ft. <br /> 55 Lin. Ft. <br /> 64 Lin. Ft. <br /> 52 Lin. Ft. <br /> 74 Lin. Ft. <br /> 141 Lin. Ft. <br /> 280 Lin. Ft. <br /> <br />$2,000.00 /AC <br />$2,000.00 /AC <br />$20.00 /LF <br />$23.00 /LF <br />$35.00 /FT <br /> $35.oo <br /> $35.00 /LF <br /> $35.00 /LF <br /> $35.00 /LF <br /> $35.00 /LF <br /> <br />1 Each <br /> <br />$668.00 /EA <br /> <br /> 1 Each <br /> 4 Each <br /> 1 Each <br /> 12 Lin° Ft. <br /> 3 Each <br /> 5 Cu. Yd. <br />10 Cu. Yd. <br />300 Cu. Yd. <br />200 Sq. Yd. <br />1.t Acres <br />2.2 Ton <br /> <br />$848.00 /EA <br />$790.00 /EA <br />$1,500.00 /EA <br />$45.00 /LF <br />$750.00 /EA <br /> $65.o0 /cY <br /> $85.00 <br /> $2.oo /cY <br /> $3.00 /SY <br />$1,250.00 /AC <br /> $200.00 /T <br /> <br />0.3 Ton <br />400 Lin. Ft. <br /> <br />$400.00 /T <br /> $6.90 /LF <br /> <br />3 Each <br /> <br />$1oo.oo /EA <br /> <br />1 Lump SumS1,000.00 /LS <br /> <br />TOTAL BID SCHEDULE B: <br /> <br />Total Bid Schedule A: <br />Total Bid Schedule B: <br /> <br />Total Bid Schedul~es A & B~ <br /> <br />$95,604.65 <br /> <br />Extension <br /> <br /> $1,000.00 <br /> $1,000.00 <br /> $1,580.00 <br /> $1,748 00 <br /> $1,925 00 <br /> $2,240 00 <br /> $1,820 00 <br /> $2,590 00 <br /> $4,935 00 <br /> $9,800 00 <br /> <br />$668.00 <br /> <br /> $848.00 <br />$3,160.00 <br />$1,500.00 <br /> $54o.oo <br />$2,250.00 <br /> $325.00 <br /> $850.00 <br /> $600.00 <br /> $6O0.OO <br />$1,375.00 <br /> $440.00 <br /> <br /> $120.00 <br />$2,760.00 <br /> <br />$300.00 <br /> <br />$1,000.00 <br /> <br />$45,974.00 <br /> <br />$95,604.65 <br />$45,974.00 <br /> <br />$141,578.65 <br /> <br /> <br />