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<br />. <br /> <br />. <br /> <br />. <br /> <br />COST ESTIMATE FOR <br />DIVERSION OF 1,100 ACRES <br />TABLE 6E <br /> <br />F101-00-00 IMPROVEMENTS <br /> <br /> ITEM QUANTITY UNIT UNIT PRICE COST <br /> I. Excavation S.P. R.R. 41,000 CY $ 3.50 $ 143,500.00 <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 1,500.00 300,000.00 <br /> 4. Excavation SH 146 to 87,000 CY 3.50 304,500.00 <br /> S.P. Yard <br /> 5. Excavation S.P. Yard 50,000 CY 3.50 175,000.00 <br /> to Sens Road <br /> 6. Replace Bridge @ 3,680 SF 45.00 165,600.00 <br /> Sens Road <br /> 7. Excavation Sens Road 20,500 CY 3.50 71,750.00 <br /> to Exxon Corridor <br /> 8. Excavation Diversion 240,000 CY 3.50 840,000.00 <br /> Channel <br /> 9. Bridge @ Lomax School 5,250 SF 45.00 236,250.00 <br /> Road <br /> 10 Excavation F101-06-02 80,000 CY 3.50 280,000.00 <br />. 1I. Culverts @ North 'pl 60 LF 520.00 31,200.00 <br /> St. <br />12. Slope Paving Exxon 2,400 SY 60.00 144,000.00 <br /> Corridor <br /> 13. 6 I x3' C. B. C. @ 540 LF 250.00 135,000.00 <br /> Exxon Corri dor <br /> 14. Excavation F101-06-03 15,000 CY 3.50 52,500.00 <br /> Total Construction Cost $3,075,300.00 <br /> I. Pipeline Adjustments 3 LS $ 200,000.00 <br /> 2. Utility Adjustments LS 50,000.00 <br /> 4. Right-of-Way 58.0 AC 20,000.00 1,160,000.00 <br /> Total Non-Construction Cost $1,410,000.00 <br /> <br />19000.CE6 <br /> <br />. <br /> <br />- 7 - <br />