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SCHEEULE "B" - STREET CONBTRUCTICaN - 153RD AVEN%~ <br /> ESTIMATED <br /> <br />EXTENSION <br /> <br />1. 2101.511 c~earing & e~u~ 2 (1/2 ~) 2 ~ $0.50 <br />2. 2105.501 Cc~c~% Exca%ration 8050 CY 8050 CY $1.00 <br />3. 2211.501 Aggre~ Base Class 5 2010 T 1635 T* $5.50 <br />4. 2331.504 Bit. Material for Mix. 55 T 55.42 T $130.00 <br />5. 233!.514 Base Ccurse Mixture 1005 T 972.4 T $10.00 <br />6. 2341.504 Bit. Material for Mix. 52 T 41.59 T $130.00 <br />7. 2341. 508 Wearing Course Mixture 800 T 793.43 T $12.00 <br />8. 2357.502 Bit. Mat. for Tack Coat 460 GAL 200 GAL $1.00 <br />9. 2531.501 B618 Conc. Curb & Gutter 4966 LF 4827 LF $4.00 <br />i0. 2575.501 Seedi~ 2.7 AC 0 AC $970.00 <br />i!. 2575.511 Mlilc~h Material Type I 5.4 T 0 T $140.00 <br />12. 2575.531 C~-mm. Fertilizer 20-10-10 0.7 T 0 T $400.00 <br />13. Spec Centerline Pavement Markings 2483 IF 2435 LF $0.20 <br />14. Spec. Edge of Travel Lane Marki~ 5227 LF 4870 I~ $0.20 <br />15. S~ec. Concrete Drivewmy Apron 96 IF 150 IF $9.00 <br />16. 2104.505 .Remove Bit. Pavement 865 SY 830 SY $2.00 <br />17. Spec. No Parking Signs 12 FA 12 FA $65.00 <br /> <br /> $1.00 <br /> $8,050.00 <br /> $8,992.50 <br /> $7,204.60 <br /> $9,724.00 <br /> $5,406.70 <br /> $9,521.16 <br /> $2OO.OO <br />$19,308.00 <br /> $0.00 <br /> $0.00 <br /> $0.00 <br /> $487.00 <br /> $974.00 <br /> $1,350.00 <br /> $1,660.00 <br /> $780.00 <br /> <br />TOTAL SCH~ "B" - STREET CONSTRUCTION - 153RD AVENUE: <br />*This quantity reflects a 15% deduction on 1,733 Tons of Cl-5 ~duat did not pass <br />F~ss Mn/DOT Specs. The actual quantity placed on 153rd %~s !, 895 ton. <br /> <br />$73,658.96 <br /> <br />SCHEU3LE "C" - TURN IANES ON T.H. <br />ITEM <br /> <br />10 & 169 <br /> <br />ESTIMATED USED UNIT <br />QUANTITY TO E~uTE PRICE EXTENSION <br /> <br />1. 2105.507 Subg~eExcavation 600 Cu. Yd. 600 CY $2.00 $1,200.00 <br />2. 2105.501 Ccmmon Excavation 775 Cu. Yd. 775 CY $3.00 $2,325.00 <br />3. 2211.501Acjgrec/a~ Base Class 5 1380 Ton 1600 T $5.50 $8,800.00 <br />4. 2331.504'-Bituminous Material forM ix 25 TOn 26.23 T $130.00 $3,409.90 <br />5. 2331.510 Binder Course~ 440 Ton 460.3 T $12.50 "$5,753.75 <br />6. 2341.504 Bit. Material for Mixture 15 Ton 14.91 T $130.00 $1,938.30 <br />7. 2341.508 Wearing C~rseFatx. 220 TOn 286.7 T $13.50 $3,870.45 <br />8. 2357.502 Bit. Mat. for T~ck Coat 135 Gal. 100 GAL $1.00 $100.00 <br />9. 2575.501 Seeding 0.5Acre 0 AC $970.00 $0.00 <br />10. 2575.511MulchMaterial ~ype I 1 TOn 0 T $140.00 $0.00 <br />I1. 2575.531 CC~L~XL. Fertilizer 20-10-10 0.13 Ton 0 T $400.00 $0.00 <br />12. Spec TurnLaneMarki~ 900 Li~. Ft. 800 IF $0.20 $160.00 <br />13. Spec. Edge of Travel Lane Ma~king 1800 l~n. Ft. 1650 LF $0.20 $330.00 <br />14. 2575.505 Sod~4ng 2460 Sq. Yd. 3020 SY $1.50 $4,530.00 <br />15. 2105.522 Select GranularBo~row (LV) 425 Cu. Yd. 425 CY $5.00 $2,125.00 <br />16. 2501.511 18" RCP Culvert Class III 155 I.~n. ~. 155 IF $21.50 $3,332.50 <br />17. 2501.5!5 18" R~ Apron t Each ! ~A $250.00 $250.00 <br />18. 2501.567 18" CS Safety Apron &GD3128 3 Each 3 EA $450.00 $1,350.00 <br />19. Spec. Traffic Control 1 Inmp Sum 100%LS $3,000.00 $3,000.00 <br />20. 2104.505 Remove Bit. Pavement 1140 Sq. Yd. 1175 SY $2.00 $2,350.00 <br />21. Pavement Message (Lt. Arrow) Paint 2 Each 2 FA $25.00 $50.00 <br />22. Pavement Message (Right Arrow) Paint 2 Each 2 FA $25.00 $50.00 <br />23. Pavement Message (Only) Paint 4 Each 4 EA $40.00 $160.00 <br />24. 2102.502 Pavement MarkingRemov-ol 660 I.~n. Ft. 0 LF $0.50 $0.00 <br />25. 2564.531 Furn. & Inst. Sign Panels,C 12.5 Sq. Ft. 50.75 SF $21.50 $1,091.13 <br /> <br />TOTA~L SCHEDULE "C" - TURN IANES ON T.H. 10 & 169: <br /> <br />$46,176.03 <br /> <br /> <br />