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<br />e <br /> <br />e <br /> <br />. <br /> <br />COST ESTIMATE FOR PROPOSED <br />ULTIMATE IMPROVEMENTS (CHANNELIZATION) <br />TABLE 6A <br /> <br /> ITEM QUANTITY UNIT UNIT PRICE COST <br /> 1. Add 11.0 C.M.P. @ S.P. 95 LF $ 1,000.00 $ 95,000.00 <br /> R.R. <br /> 2. Excavation S.P. to 55,000 CY 2.50 137,500.00 <br /> SH 146 <br /> 3. Concrete Slope Paving 8,500 SY 25.00 212,500.00 <br /> Sta 21+10 to SH 146 <br /> 4. Bridges @ SH 146 9,440 SF 45.00 424,800.00 <br /> 5. Traffic Control 1 LS 35,000.00 <br /> 6. Safety Barri er 2,000 LF 10 . 00 20,000.00 <br /> 7. Detours 5,400 SY 22.00 118,800 . 00 <br /> 8. Remove Existing Boxes 200 LF 100.00 20,000.00 <br /> 9. Excavation SH 146 to 120,000 CY 2.50 300,000.00 <br /> S.P. Yard <br /> 10. Add 2-10x10 C.B.C. 412 LF 2,000.00 824,000.00 <br /> @ S.P. Yard <br /> 11. Excavation S.P. Yard 80,000 CY 2.50 200,000.00 <br /> to Sens Road <br /> 12. Replace Bridge @ Sens 4400 SF 45.00 198,000.00 <br /> Road <br />. 13. Excavation Sens Road to 81,000 CY 2.50 202,500.00 <br /> Exxon Corridor <br /> 14. Concrete Slope Paving 4000 SY 45.00 180,000.00 <br /> @ Exxon Corridor <br /> 15. 6x3 C.B.C. @ Exxon 540 LF 250.00 135,000.00 <br /> Corri dor <br /> 16. Concrete Low Flow Section 4000 SY 40.00 160,000.00 <br /> 17. Replace Bridge @ Valley 1800 SF 45.00 81,000.00 <br /> View <br /> 18. Excavation Exxon to 50,000 CY 2.50 125,000.00 <br /> Lomax Road <br /> 19. Sheet Pil e Drop 8 LF 10,000.00 80,000.00 <br /> 81 Bottom <br /> 20. Excavation F101-06-01 73,700 CY 2.50 184,250.00 <br /> 21. C.B.C. @ North Ipl St. 60 LF 520.00 31,200.00 <br /> 2-lOx8 <br /> <br />19000.CE <br /> <br />. <br /> <br />- 1 - <br />