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BID SCHEDULE D - Streets
<br />
<br />Clearing & Grubbing
<br />
<br />Common Excavation (P)
<br />Topsoil Borrow (CV)
<br />
<br />Aggregate Base Placed, Class 5
<br />
<br />Bituminous Wear Course (2331 Type 410)
<br />
<br />B~tuminous Base Course (2331 Type 310)
<br />
<br />Concrete Curb & Gutter (0618)
<br />
<br />Traffic Control
<br />
<br />Seeding W/Mulch, Disc Anchoring & Fertilizer
<br />
<br />Permanent Ba~cades Type 111
<br />
<br />Adjust Existing Casting (A)
<br />
<br />Adjust Existing Casting (B)
<br />
<br />Adjust Existing Casting (C)
<br />
<br />Adjust Existing Casting (D)
<br />
<br />24' Wide Commercial Driveway Ramsey Plale STR-2
<br />
<br />TOTAL BID SCHEDULE D - Streets
<br />
<br />LS 1.00 100,00 100.00 1.00 100.00
<br />CY 5,1 g0,OO 2.70 14,O13.00 5,1 g0.00 14,013.00
<br />CY 1,700.00 0.50 850.00 0.00
<br />TON 3,223.00 6.80 21,916.40 2,977.99 20,250.33
<br />TON 806.00 24.50 19,747.00 793.00 ~.9,428.50
<br />TON 1,416.00 23.00 32,568.00 1,369.09 31,487.00
<br />LF 3,550,00 7.O0 24,850.00 3,508,00 24,556,00
<br />LS 1.00 300.00 300.00 1,00 300.00
<br />AC 2.50 800.00 2,000,00 2,20 1,760.08
<br />EA 2,00 300,00 600,00 2,00 600.00
<br />LS 1.O0 450,00 450,00 1.00 450.00
<br />LS 1.00 450,00 450.00 1.00 450.00
<br />LS 1,00 450.00 45~,00 '[ ,00 450.00
<br />LS 1.00 450.00 450.00 1,00 450.00
<br />EA 2,00 1,050.00 2,100.00 3.00 3,t50.00
<br />
<br />117,4-4.4.83
<br />
<br />BID SCHEDULE E - Extras
<br />
<br />Remove & Reinstall Fence ~, Stormwater Pond
<br />Turn Cone Section on Existing Storm Manhole
<br />
<br />Adjust Casting on Existing Storm Manhole
<br />
<br />Adjust Existing Valve {Box
<br />
<br />TOTAL BID SCHEDULE E - Extras
<br />
<br />SUMMARY
<br />
<br />TOTAL BID SCHEDULE A - Sanitary Sewer
<br />
<br />TOTAL BID SCHEDULE B - Watermain
<br />TOTAL BID SCHEDULE C - Storm Sewer
<br />
<br />TOTAL BID SCHEDULE O - Streets
<br />
<br />TOTAL BID SCHEDULE E - Extras
<br />
<br />TOTAL
<br />
<br />LS
<br />
<br />LS
<br />
<br />LS
<br />LS
<br />
<br />1.00
<br />
<br />1.00
<br />
<br />1.00
<br />
<br />600.00
<br />
<br />225.00
<br />
<br />200,00
<br />
<br />150,00
<br />
<br />1.09 600.00
<br />1.00 225.00
<br />1.00 200.00
<br />1 .OB 150.00
<br />
<br />1,175.00
<br />
<br />29,843.40
<br />25,204.75
<br />76,050,00
<br />t17,444.83
<br />1,175.00
<br />
<br />250,517.98
<br />
<br />Page 4 o! 4
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