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SCHEII/LE "B" - STREET CONSTRUCTIC~ - 153RD AVENUE <br /> <br />EXTENSION <br /> <br />1. 2101.511 Clearing & S~h~ing 2 (1/2 <br />2. 2105.501 C~m,on Excavation 8050 CY <br />3. 2211.501 Aggregate Base Class 5 2010 T <br />4. 2331.504 Bit. Material for Mix. 55 T <br />5. 2331.514 Base Course Mixture 1005 T <br />6. 2341.504 Bit. Material for Mix. 52 T <br />7. 2341.508 Wearing Course Mixture 800 T <br />8. 2357.502 Bit. Mat. for Tack Coat 460 GAL <br />9. 2531.501 B618 Conc. Curb & Gutter 4966 LF <br />10. 2575.501 Seedi/%g 2.7 AC <br />!I. 2575.511 FALlch Material Type I 5.4 T <br />12. 2575.531 Oh~u~. Fertilizer 20-10-10 0.7 T <br />13. Spec Centerline Pavement Markings 2483 IF <br />14. Spec. Edge of Tr~vel Lane Marking 5227 LF <br />15. Spec. Concrete Driveway Apron 96 IF <br />16. 2104.505 Remove Bit. Pavement 865 SY <br />17. spec. No Parking Signs ~ EA <br /> <br />TOTAL SCHEII/LE "B" - STREET OONSTRUCTION - 153RD AVENUE: <br /> <br />SCHEDULE "C" - 5URN IANES ON T.H. 10 & 169 <br /> <br />2 Ls $o.5o $1. oo <br />7000 CY $I.00 $7,000.00 <br />0 T S5.50 S0.00 <br />0 T S130.00 S0.00 <br />0 T $10.00 . $0.00 <br />0 T $130.00 S0.00 <br />0 T $12.00 $0.00 <br />o GAL $1. O0 S0.00 <br />4700 LF $4.00 $18,800.00 <br />0 AC $970.00 $0.00 <br />0 T $140.00 $0.00 <br />0 T $400.00 $0.00 <br />o IF So. 2o So. oo <br />o IF So.2o So. oo <br />o IF S9. oo So.oo <br />50 SY $2. O0 $100.00 <br />0 EA $65.00 $0.00 <br /> <br />$25,901.00 <br /> <br />EXTENSION <br /> <br />1. 2105.507 Subgrade Excavation 600 Cu. Yd. <br />2. 2105.501 C~m~on Excavation 775 Cu. Yd. <br />3. 2211.501 Aggre~te Base Class 5 1380 Ton <br />4. 2331.504 Bituminous Material for Mix 25 Ton <br />5. 2331.510 Binder CourseMixture 440 Ton <br />6. 2341.504 Bit. Material for Mixture 15 Ton <br />7. 2341.508 Wearing Co%%rseMix. 220 TOn <br />8. 2357.502 Bit. Mat. for Tack Coat 135 Gal. <br />9. 2575.501 Seed/rig 0.5A~re <br />10. 2575.511 Mulch Material Type I 1 TOn <br />!1. 2575.531 Comm. Fertilizer 20-10-10 0.13 Ton <br />12. Spec Tol-nLa~eMarki/lgs 900 l,~n. ~. <br />13. Spec. Edge of Travel Lane Marking 1800 l,in. Ft. <br />14. 2575.505 Sodding 2460 Sq. Yd. <br />15. 2105.522 Select GranularBorrow (LV) 425 Cu. Yd. <br />16. 2501.511 18" RCP Culvert Class III 155 T,in. Ft. <br />17. 2501.515 18" RCP Apron 1 Each <br />18. 2501.567 18" CS Safety Apron &GD3128 3 Each <br />19. Spec. Traffic Control 1 Lump Sum <br />20. 2104.505 Remove Bit. Pavement 1140 Sq. Yd. <br />21. Pavement Message (Lt. Arrow) Paint 2 Each <br />22. Pavement Message (Right Arrow) Paint 2 Each <br />23. Pavement Message (Only) Paint 4 Each <br />24. 2102.502 Paveme~tMarkingRen~ 660 L~. Ft. <br />25. 2564.531 Furn. & Inst. Sign Pmnels,C 12.5 Sq. Ft. <br /> <br />TOTAL SCHEEULE "C" - ~JRN IANES ON T.H. 10 & 169: <br /> <br />0 ~ S2.00 So.oo <br />0 ~ S3.00 So.oo <br />0 T $5.50 $0.00 <br />0 T $130.00 $0.00 <br />0 T $12.50 $0.00 <br />o T $130.00 S0.00 <br />0 T $13.50 $0.00 <br />o GAL SZ.00 S0.00 <br />0 AC $970.00 $0.00 <br />0 T $140.00 $0.00 <br />0 T $400.00 $0.00 <br />0 LF S0.20 $0.00 <br />0 LF $0.20 $0.00 <br />0 SY $1.50 $0.00 <br />o cY $5.00 So.oo <br />155 IF $21.50 $3,332.50 <br />lEA S250.00 $250.00 <br />0 EA $450.00 $0.00 <br />0 LS $3,000.00 $0.00 <br />o sY $2.oo $o.oo <br />0 EA $25.00 $0.00 <br />0 EA S25.00 So.oo <br />0 EA S40.00 So.oo <br />0 IF $0.5o So.oo <br />0 SF $21.50 $0.00 <br /> <br />$3,582 · 50 <br /> <br /> <br />