Agenda - Council - 10/24/1989 - Laserfiche WebLink

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SCHEDULE "B" - STREET CONSTRUCTION - 153RD AVENUE ESTIMATED USED UNIT TO ~%TE PRICE EXTENSION 1. 2101.511 Clearir~ & Gl~3bbi~g 2 (1/2 LS) 2 LS $0.50 2. 2105.501 C~..~on Excavation 8050 CY 8050 CY $1.00 3. 2211.501 Aggregate Base Class 5 2010 T 1635 T* $5.50 4. 2331.504 Bit. Material for Mix. 55 T 55.42 T $130.00 5. 2331.514 Base Course MLxture 1005 T 972.4 T $10.00 6. 2341.504 Bit. Material for Mix. 52 T 39.67 T $130.00 7. 2341.508 Wearing Course Mixt%lre 800 T 763 T $12.00 8. 2357.502 Bit. Mat. for Tack Coat 460 GAL 200 GAL $1.00 9. 2531.501 B618 Conc. Curb & G~tter 4966 LF 4777 LF $4.00 10. 2575.501 Seedi~ 2.7 AC 0 AC $970.00 11. 2575.511 Mulch Material Type I 5.4 T 0 T $140.00 12. 2575.531 O~m~. Fer~]izer 20-10-10 0.7 T 0 T $400.00 13. Spec Centerline Pavement Markings 2483 LF 2435 LF $0.20 14. Spec. Edge of Travel La~e Marking 5227 LF 4870 LF $0.20 15. Spec. Concrete Driveway Apron 96 LF 150 LF $9.00 16. 2104.505 Remove Bit. Pavement 865 SY 830 SY $2.00 17. Spec. No Parking Signs 12 EA 12 EA $65.00 TOTAL SC~EELrLE "B" - STREET OONSTRUCTION - 153RD AVENUE: *ID_is quantity reflects a 15% deduction on 1,733 Tons of Cl-5 that did not pass pass Mn/DOT Specs. The ac~al quantity placed on 153rd was 1,895 ton. SCHEDULE "C" - ~JRN LANES ON T.H. 10 & 169 ITEM $1.00 $8,050.00 $8,992.50 $7,204.60 $9,724.00 $5,157.10 $9,156.00 $200.00 $19,108.00 $o.o0 $o.o0 $o.o0 $487.00 $974.00 $1,350.00 $1,660.00 $780.00 $72,844.20 EXTENSION 1. 2105.507 Subgr~de Excavation 600 Cu. Yd. 600 CY $2.00 2. 2105.501 Cummo~Excavation 775 Cu. Yd. 775 C~f $3.00 3. 2211.501Ag~te~Cl~ 5 1380 Ton 1600 T $5.50 4. 2331.504 Bituminous Material forM ix 25Ton 26.23 T $130.00 5. 2331.510 Binder CourseMi~ 440 Tc~ 460.3 T $12.50 6. 2341.504 Bit. Material for Mixture 15 Ton 14.91 T $130.00 7. 2341.508 Weari~g~Mix. 220Ton 286.7 T $13.50 8. 2357.502 Bit. Mat. for TackCoat 135 Gal. 100 GAL $1.00 9. 2575.501Seed//lg 0.5Acre 0 AC $970.00 10. 2575.511MulchMaterialType I 1Ton 0 T $140.00 11. 2575.531 C~m~. Fertilizer 20-10-10 0.13 Ton 0 T $400.00 12. Spec TurnlaneMarkings 9OO Lin. Ft. 80O I~ $0.20 13. Spec. Edge of Travel TmneMarking 1800 Lin. Ft. 1650 LF $0.20 14. 2575.505 Sodding 2460 Sq. Yd. 3000 SY $1.50 15. 2105.522 Select Grar~/lar Borrow (L1~ 425 Cu. Yd. 425 CY $5.00 16. 2501.511 18" RCPCulvert Class III 155 THn. Ft. 155 LF $21.50 17. 2501.515 18" RCPApron leach 1 EA $250.00 18. 2501.567 18" CS Safety Apron &GD3128 3 each 2 EA $450.00 19. Spec. Traffic Control ! Lu~ Sum 100%LS $3,000.00 20. 2104.505 Remove Bit. Pavement 1140 Sq. Yd. 1175 SY $2.00 21. Pav__~me~_nt Message (Lt. Arrow) Paint 2 each 2 EA $25.00 22. Pavement Message (Right Arrow) Paint 2 each 2 EA $25.00 23. Pav_~_. nt Message (Only) Paint 4 each 4 EA $40.00 24. 2102.502 Pavement Marki~g~ 660 T~n. Ft. 0 I~= $0.50 25. 2564.531 Furn. & /r~t. Sig~ Pa~els,C 12.5 Sq. Ft. 38.25 SF $21.50 TOTAL SCHEEtrLE "C" - TURN LANES ON T.H. 10 & 169: $1,200.00 $2,325.00 $8,800.00 $3,409.90 $5,753.75 $1,938.30 $3,870.45 $1o0.oo $0.oo $0.o0 $o.o0 $160.00 $330.00 $4,500.00 $2,125.00 $3,332.50 $250.00 $900.00 $3,000.00 $2,350.00 $50.00 $5o.oo $160.00 $o.o0 $822.38 $45,427.28