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SCHEDULE "B" - ST~ CONSTRUCTION - IMP. PROJ. 89-4 - 153RDAVE. <br />I Estimated Used Unit <br />--Item Quantity To Date Price <br /> <br />ii. 2031.50i Fi~id (Sffi6e Type B 1 <br /> 2. 2101.502 Clearing 195 <br /> 3. 2101.507 Grubbing 195 <br />~5'4[ 2104.503 Remove Bituminous Pavement 7,350 <br /> 2104.501 Remove Fence 3,455 <br /> 6. 2104.521 Salvage Fence 3,455 <br /> 7. 2105.501 Common Excavation 70,000 <br /> 8. 2105.505 Muck Excavation 29,000 <br /> 9. 2105. 521 Granular Borrow (CV) 98,000 <br /> 10. 2111.501 Test Rolling 95 <br />I ll. 2112.501 Subgrade Preparation 97 <br />12. 2211.501 Aggregate Base, Class 5 11,000 <br />13. 2331.504 Bit. Material for Mixture 285 <br />14. 2331.514 Base Course Mixture 5,150 <br />15. 2341.504 Bit. Material for Mixture 250 <br /> 16.2341.508 Wearing Course Mixture 3,800 <br /> 17. 2357.502 Bit. Mat. for Tack Coat 2,400 <br />1 18.~2531.501 Con. Curb & Gutter-B618 19,400 <br />19. Spec. Concrete Valley Gutter 180 <br />20. Spec. Triangular Valley Gutter Sec. 4 <br />21. 2535.501 Bituminous Curb 300 <br />22. 2573.502 Silt Fence, Heavy Duty 3,650 <br />23. 2575.501 Seeding 9 <br />24. 2575.502 Seed, Mixture 500 675 <br />25. 2575.505 Sodding, Type A 2,000 <br />26. 2575.511 Mulch Material, Type I 18 <br />27. 2575.519 Disk Anchoring 9 <br />28. 2575.531 Comm. Fert., 20-10-10 2 <br />29. Spec.Furnish & Install Stop Sign 5 <br />30. Spec. Centerline Striping 9,400 <br /> 31. Spec.Edge of Travel In. Striping 6" 18,500 <br /> 32. Spec.Furn.&Inst.Right Turn In. Sign 4 <br /> 33. Spec.Pave.Marking(Right Turn Arrow) 4 <br /> 34. Spec. Traffic Control 1 <br /> <br /> TOTAL SCHEDULE <br /> <br />EA i MA $3,000.00 <br />TR 263~TR $100.00 <br />TR 277 TR $100.00 <br />SF 6600 SF $0.25 <br />LF 3000 L~ $0.50 <br />LF 3000.LF $0.50 <br />CY 21000 CY $1.75 <br />CY 69250 CY $2.00 <br />CY 106000 CY $3.00 <br />RS 48 RS $20.00 <br />RS 97 RS $100.00 <br />T 9591 T $5.25 <br />T 179 T $170.00 <br />T 3573 T .$10.00 <br />T 0 T $170.00 <br />T 0 T $11.50 <br />GAL 0 GAL $1.10 <br />LF 18450 LF $4.00 <br />LF 120'LF $9.00 <br />EA 4 MA $325.00 <br />LF 0 I~ $5.25 <br />LF 3420 I~ $2.00 <br />AC 12 AC $225.00 <br />LB 900 LB $2.00 <br />SY 0 SY $1.50 <br />T 24 T $110.00 <br />AC 12 AC $50.00 <br />T 3 T $350.00 <br />EA 5 MA $110.00 <br />LF 0 LF $0.15 <br />IF 0 LF $0.15 <br />EA 0 MA $110.00 <br />MA 0 MA $50.00 <br />LS 70%LS $5,000.00 <br /> <br />/EA <br />/TR <br />/TR <br />ISF <br />/LF <br />./LF <br />/cY <br />.ICY <br />/cY <br />/RS <br />/RS <br />/T <br />/T <br />/T <br />/T <br />/T <br />/GAL <br /> <br /> /MA <br /> /LF <br /> <br /> /AC <br /> <br /> ./SY <br /> ./ST <br /> /AC <br /> /T <br /> /MA <br /> /LF <br /> <br /> /MA <br /> /MA <br /> /LS <br /> <br />Extension <br /> <br /> $3~oo0~oo <br />$26,300.00 <br />$27,700.00 <br />$1,650.00 <br />$1,500.00 <br />$1,500.00 <br />$36,750.00 <br />$138,500.00 <br />$318,000.00 <br />$960.00 <br />$9,700.00 <br />$50,352.75 <br />$30,430.00 <br />$35,730.00 <br />$0.00 <br /> $o.oo <br /> $o. oo <br /> $73,800.00 <br /> $1,080.00 <br /> $1,300.00 <br /> $o.oo <br /> $6,840.00 <br /> $2,700.00 <br /> $1,800.00 <br /> $o. oo <br /> $2,640.00 <br /> $600.00 <br /> $1,050.00 <br /> $550.00 <br /> $o.o0 <br /> $o.oo <br /> $o.oo <br /> $0.00 <br /> $3,500.OO <br /> <br />$777,932.75 <br /> <br /> <br />