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04/22/91 Board of Public Works Minutes
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04/22/91 Board of Public Works Minutes
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Board of Public Works
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Minutes
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4/22/1991
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REGULAR MEETING APRIL 22. 1991 <br />2. <br />Walsh & Kelly, Inc. <br />$ <br />27.00 <br />ton <br />3. <br />Rieth-Riley Construction <br />$ <br />19.45 <br />ton <br />4. <br />Rieth-Riley Construction <br />$ <br />29.30 <br />ton <br />5. <br />Rieth-Riley Construction <br />$ <br />33.70 <br />ton <br />6. <br />Rieth-Riley Construction <br />$ <br />43.15 <br />ton <br />7. <br />Walsh & Kelly, Inc. <br />$ <br />32.00 <br />ton <br />8. <br />Rieth-Riley Construction <br />$ <br />32.00 <br />ton <br />9. <br />Walsh & Kelly, Inc. <br />$ <br />16.25 <br />ton <br />10. <br />Walsh & Kelly, Inc. <br />$ <br />22.50 <br />ton <br />11. <br />Walsh & Kelly, Inc. <br />$ <br />16.50 <br />ton <br />12. <br />Walsh & Kelly,Inc. <br />$ <br />23.00 <br />ton <br />13. <br />Rieth-Riley Construction <br />$ <br />15.15 <br />ton <br />14. <br />Rieth-Riley Construction <br />$ <br />21.60 <br />ton <br />15. <br />Rieth-Riley Construction <br />$ <br />25.20 <br />ton <br />16. <br />Rieth-Riley Construction <br />$ <br />38.95 <br />ton <br />17. <br />Rieth-Riley Construction <br />$ <br />34.25 <br />ton <br />21. <br />The Levy Company <br />$ <br />8.25 <br />ton <br />27. <br />Rose Fuels & Materials <br />$ <br />5.28 <br />bag <br />TTRM Nn_ <br />THIRD SUPPLIER <br />COST <br />1. <br />Jansma-Coursey <br />Asphalt <br />$ <br />19.85 <br />ton <br />2. <br />Jansma-Coursey <br />Asphalt <br />$ <br />29.95 <br />ton <br />3. <br />Walsh & Kelly, <br />Inc. <br />$ <br />20.30 <br />ton <br />4. <br />Walsh & Kelly, <br />Inc. <br />$ <br />29.45 <br />ton <br />5. <br />Jansma-Coursey <br />Asphalt <br />$ <br />34.00 <br />ton <br />6. <br />Jansma-Coursey <br />Asphalt <br />$ <br />44.75 <br />ton <br />7. <br />Jansma-Coursey <br />Asphalt <br />$ <br />33.95 <br />ton <br />8. <br />Jansma-Coursey <br />Asphalt <br />$ <br />35.25 <br />ton <br />9. <br />Jansma-Coursey <br />Asphalt <br />$ <br />17.80 <br />ton <br />10. <br />Jansma-Coursey <br />Asphalt <br />$ <br />26.00 <br />ton <br />11. <br />Jansma-Coursey <br />Asphalt <br />$ <br />18.54 <br />ton <br />12. <br />Jansma-Coursey <br />Asphalt <br />$ <br />27.00 <br />ton <br />13. <br />Walsh & Kelly, <br />Inc. <br />$ <br />16.00 <br />ton <br />14. <br />Walsh & Kelly, <br />Inc. <br />$ <br />22.00 <br />ton <br />15. <br />Walsh & Kelly, <br />Inc. <br />$ <br />25.50 <br />ton <br />16. <br />Walsh & Kelly, <br />Inc. <br />$ <br />39.95 <br />ton <br />17. <br />Walsh & Kelly, <br />Inc. <br />$ <br />35.95 <br />ton <br />It is noted that on April 15, 1991, the Board of Public Works <br />opened bids for the following street materials: <br />1. <br />HAC Surface BF Limestone #11 <br />15,000 <br />ton <br />2. <br />HAC Surface #11 Limestone Mac 10 <br />5,000 <br />ton <br />3. <br />HAC Surface #11 BF Slag <br />15,000 <br />ton <br />A. <br />HAC Surface #11 BF Slag Mac 10 <br />5,000 <br />ton <br />5. <br />HAC Surface #11 BF Slag <br />15,000 <br />ton <br />6. <br />HAC Surface #11 BF Slag Fiber <br />5,000 <br />tor_ <br />7. <br />HAC Surface Mod. BF Slag Mac 10 <br />5,000 <br />ton <br />8. <br />HAC Surface BF Slag Sand <br />5,000 <br />ton <br />9. <br />HAC Binder #8 or #9 <br />6,000 <br />ton <br />10. <br />HAC Binder #8 or #9 Mac 20 <br />5,000 <br />ton <br />11. <br />HAC Binder #11 <br />3,000 <br />ton <br />12. <br />HAC Binder #11 Mac 20 <br />3,000 <br />ton <br />13. <br />HAC Base #5D <br />3,000 <br />ton <br />14. <br />HAC Base #5D Mac 20 <br />3,000 <br />ton <br />15. <br />Bituminous Patch <br />1,000 <br />16. <br />Bituminous Patch w/fiber <br />1,000 <br />17. <br />Bituminous Patch Mat. AE-3005 <br />1,000 <br />18. <br />Mineral Agg. #2 Stone or Slag <br />15,000 <br />ton <br />19. <br />Coarse Agg. #9 <br />5,000 <br />ton <br />20. <br />Coarse Agg. #73 Stone or Slag <br />5,000 <br />ton <br />21. <br />Coarse Agg. #73 Gravel <br />5,000 <br />ton <br />22. <br />Fine Agg. 423 or #24 <br />1,500 <br />ton <br />23. <br />Coarse Agg. Crusher Run 7/16X0 <br />1,500 <br />ton <br />24. <br />Ready Mix Concrete - Class A Limestone <br />1,000 <br />cy <br />25. <br />Ready Mix Concrete - Class A Slag <br />1,000 <br />cy <br />26. <br />Ready Mix Concrete - Class B <br />150 <br />cy <br />1 <br />1 <br />1 <br />
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