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07-25-1984 Council Agenda
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07-25-1984 Council Agenda
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2 <br />Section 2 - continued <br />12. 6x6 CIP Tee <br />13. 8x6 CIP Tee <br />14. 8x8 CIP Tee <br />15. hydrants <br />16. 6" CIP Plug <br />17. 8" CIP Plug <br />18. 1" Type K Copper OpenCut <br />19. 1" Type K Copper Augered <br />20. 1" Corporation Stop <br />21 1" Curb Stop & Box <br />22. Trench Stabilization <br />RESTORATION & STREET CONST <br />23. Granular Borrow <br />24 Aggregate Base <br />25. Driveway & Str. Restor. <br />26. Bit. Wearing Course <br />27. Bit. Surface Driveway & st. <br />28. Concrete Curb & Gutter <br />29. Seeding & Mulch 3" topsoil <br />30. Sod with 3" Topsoil <br />31. Ditch Exc & Restoration <br />32. 18" CMP <br />33. 21" CMP <br />34. Barricades <br />35. 22 x 13 Arch Cut <br />36. 22 x 13 Arch CMP Aprons <br />37. 18" CMP Aprons <br />ESTIMATE Final <br />Impr. 83- 1,4,7,8, & 9 <br />C. W. Houle, Inc. <br />3 EA. 136.25 408.75 <br />16 EA. 183.75 2,940.00 <br />2 EA. 196.25 392.50 <br />12 EA. 930.00 11,160.00 <br />2 EA. 50.00 100.00 <br />2 EA. 80.00 160.00 <br />812 L.F. 4.10 3,329.20 <br />301 L.F. 8.60 2.588.60 <br />46 EA. 21.50 989 00 <br />46 EA. 52.50 2,415.00 <br />511,12 TON 9.00 4,600 08 <br />• <br />5918 C.Y. 4.50 <br />1400.7 TON 6.50 <br />1196 S.Y. 5.50 <br />402,9 TON 27.30 <br />1196 S.Y. 4.95 <br />1452 L.F. 5.00 <br />200 S.Y. 0.35 <br />7306 S.Y. 2.25 <br />700 L.F. 2.50 <br />100 L.F. 16.00 <br />100 L.F. 20.00 <br />4 EA. 300.00 <br />100 L.F. 18.00 <br />4 EA. 80.00 <br />26.631.00 <br />9,104.55 <br />6,578.00 <br />10,999.17 <br />5.920 20 <br />7,260.00 <br />70.00 <br />16 438 50 <br />1.750.00 <br />1,600.00 <br />2,000.00 <br />1.200.00 <br />1.800 00 <br />320 00 <br />2 EA. 85.00 170.00 <br />TOTAL SECTION 2 . . . $Z1g,046 75 <br />SECTION 3 Greenbrier ( Impr. 83 -7) <br />1. Clearing & grubbing <br />2. 6" DIP Watermain <br />3. 6" Gate Valce & Box <br />4. 6x6 CIP Tee <br />5. Hydrants <br />6. 6" CIP Plug <br />7. 6x6 CIP Cross <br />8. 1" Type K Copper OpenCut <br />9. 1" Type K Copper Augered <br />10. 1" Corporation Stop <br />11. 1" Curb Stop & Box <br />12. Aggregate Base <br />13. Bit. Wearing Course <br />14. Sodding Incl 3" Topsoil <br />15. Seeding & Mulch 3" Topsoil <br />Lump Sum <br />2751.15 L.F. 10.25 <br />3 EA. 300.00 <br />6 EA. 136.25 <br />6 EA. 780.00 <br />2 EA. 50.00 <br />1 EA. 180.00 <br />825 L.F. 4.10 <br />636 L.F. 8.60 <br />45 EA. 21.50 <br />45 EA. 52.50 <br />115.21 iii14 6.50 <br />945.6 TON 28.35 <br />3376 S.Y. 2.25 <br />S.Y. 0.35 <br />8J <br />TOTAL SECTION 3 <br />1,000 00 <br />28,199 78 <br />900.00 <br />817 50 <br />4.680 00 <br />100 00 <br />180.00 <br />3.382.50 <br />_5.469 60 <br />967.50 <br />2.362 50 <br />748 86 <br />26.807.76 <br />x_596.00 <br />$A3,211.50 <br />
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