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I <br />I <br />I <br /> <br />~ "B" - STREET CONSTRUCTION - /~P. PROJ. 89-4 - 153RD AVE. <br /> Estimated U~d Unit <br />Item Quantity To Date Price <br /> <br />1. 2031.501 Field office TypeB lEA lEA $3,000.00 /EA <br /> <br />Extension <br /> <br />$3,000.00 <br /> <br /> 2. 2101.502 Clearing 195 <br /> 2101.507G~hb~ing 195 <br /> 2104.503 Remove Bituminous Pavement 7,350 <br /> 2104.501Remove Fenoe 3,455 <br /> 2104.521 Salvage Fenoe 3,455 <br /> 2105.501C~m-~nExcavation 70,000 <br /> 2105.505MuckExcavation 29,000 <br /> 2105.521 Granular Borrow (CV) 98,000 <br /> 2111.501TestRolling 95 <br /> 2112.501 Subgr~dePreparation 97 <br /> 2211.501AggregateBase, Class5 11,000 <br /> 2331.504 Bit. Material for Mixture 285 <br /> 14. 2331.514 Base f~urseMixture 5,150 <br /> 15. 2341.504 Bit. Material for Mixture 250 <br /> 16. 2341.508 Wearing Course~e 3,800 <br /> 17. 2357.502 Bit. Mat. for TackCoat 2,400 <br /> 18. 2531.501Con. C~rb &G~Lt~T-B618 19,400 <br /> 19. Spec. OoncreteValleyGutter 180 <br /> 20. Spec. Triangular ValleyGutterSec. 4 <br /> 21. 2535.501 Bit--Curb 300 <br /> 22. 2573.502 Silt Fence, Heavy Duty 3,650 <br /> 23. 2575.501Seedi~g 9 <br /> 24. 2575.502 ~, M/xture 500 675 <br /> 25. 2575.505Soddin~, Type A 2,000 <br />26. 2575.511MulchMaterial, Type I 18 <br /> 27. 2575.519 Disk~ir~ -~ 9 <br /> 28. 2575.531Cu~. Fert., 20-10-10 2 <br /> 29. Spec. Furnish & Install Stop Sign 5 <br /> 30. Spec. CenterlineStriping 9,400 <br /> 31. Spec. Edge of Travel In. Striping 6" 18,500 <br /> 32. Spec. Furn.&Inst. Right T~rn In. Sign 4 <br /> 33. Spec. Pave. Marking(Right Turn Arrow) 4 <br /> 34. Spec. Traffic Control 1 <br /> <br />I10. <br /> 11. <br /> 12. <br /> <br />m13. <br /> <br />TR 263 TR $100.00 /TR <br />TR 277 TR $100.00 /TR <br />SF 1800 SF $0.25 /SF <br />LF 3000LF $0.50 /LF <br />~ 3000 ~ $0.50 /~ <br />CY 21000 CY $1.75 /CY <br />CY 62000 CY $2.00 /CY <br />CY 101000 CY $3.00 /CY <br />RS ORS $20.00 /RS <br />RS o RS $1oo.oo /RS <br />T 0 T $5.25 /T <br />T 0 T $170.00 /T <br />T 0 T $10.00 /T <br />T 0 T $170.00 /T <br />T 0 T $11.50 /T <br />~ 0 CJLL $1.10 /GA/_, <br />LF 0 LF $4.00 /LF <br />~F o ~ $9.0o /LF <br />EA 0 EA $325.00 /EA <br />~ OLF $5.25 /LF <br />LF 3420 LF $2.00 /LF <br />AC 0 AC $225.00 /AC <br />LB O LB $2.00 /LB <br />~ o sy $1.5o /~ <br />T 0 T $110.00 /ST <br />AC 0 AC $50.00 /ac <br />T 0 T $350.00 /T <br />~ o ~ $11o.oo /E~ <br />~' o ~ $o.15 /LF <br />~ o ~ $o.15 /LF <br />~ o ~ $11o.oo /FA <br />EA o ~ $50.00 /~ <br />LS 20%LS $5,000.00 /LS <br /> <br /> $26,300.00 <br /> $27,700.00 <br /> $450.00 <br />$1,500.00 <br />$1,500.00 <br />$36,750.00 <br />$124,000.00 <br />$303,000.00 <br /> $o.oo <br /> $o.oo <br /> $o.oo <br /> $o.oo <br /> $o.oo <br /> $o.oo <br /> $o.oo <br /> $o.oo <br /> $o.oo <br /> $o.oo <br /> $o.oo <br /> $o.oo <br /> $6,840.00 <br /> $o.oo <br /> $o.oo <br /> $o.oo <br />-, $o.oo <br /> $o.oo <br /> $o.oo <br /> $o.oo <br /> $o.oo <br /> $o.oo <br /> $o.oo <br /> $o.oo <br /> $1,000.00 <br /> <br />$532,040.00 <br /> <br /> <br />