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<br />e <br /> <br />COST ESTIMATE FOR <br />DIVERSION OF 550 ACRES <br />TABLE 60 <br /> <br />F101-00-00 IMPROVEMENTS <br /> <br />e <br /> <br />. <br /> <br /> ITEM QUANTITY UNIT UNIT PRICE COST <br /> 1. Excavation S.P. R.R. 38,000 CY $ 3.50 $ 133,000.00 <br /> to SH 146 <br /> 2. Concrete Slope Paving 5,600 SY 35.00 196,000.00 <br /> Sta 21+10 to SH 146 <br /> 3. Deepen C.B.C. @ SH 146 200 LF 1,800.00 360,000.00 <br /> 4. Excavation SH 146 to 91,000 CY 3.50 318,500.00 <br /> S. P. Yard <br /> 5. Add 1-10x10 C.B.C. 412 LF 1,000.00 412,000.00 <br /> @ S.P. Yard <br /> 6. Excavation S.P. Yard 66,000 CY 3.50 231,000.00 <br /> to Sens Road <br /> 7. Replace Bridge @ 4,400 SF 45.00 198,000.00 <br /> Sens Road <br /> 8. Excavation Sens Road 48,600 CY 3.50 170,100.00 <br /> to Exxon Corridor <br /> 9. Excavation Diversion 205,900 CY 3.50 720,650.00 <br /> Channel <br /> 10. Excavation F101-06-01 73,700 CY 3.50 257,950.00 <br /> 11. C.B.C. @ North 'pi St. 60 LF 520.00 31,200.00 <br />. 2-10x8 <br />12. Excavation F101-06-02 34,000 CY 3.50 11 9 , 000 . 00 <br /> 13. C.B.C. @ North 'P' St. 60 LF 520.00 31,200.00 <br /> 2-10x8 <br /> 14. Excavation F101-06-03 15,000 CY 3.50 52,500.00 <br /> 15. Culverts @ Lomax School 60 LF 600.00 36,000.00 <br /> Road <br /> Total Construction Cost $3,267,100.00 <br /> 1. Pipeline Adjustments 3 LS $ 200,000.00 <br /> 2. Utility Adjustments LS 50,000.00 <br /> 4. Right-of-Way 62 AC 20,000.00 1,240,000.00 <br /> Total Non-Construction Cost $1,490,000.00 <br /> <br />19000.CE4 <br /> <br />. <br /> <br />- 5- <br />