|
<br /> e e
<br /> COST ESTIMATE FOR DETENTION
<br /> STORAGE ALTERNATIVE
<br /> TABLE 6C
<br />. COST
<br /> ITEM QUANTITY UNIT UNIT PRICE
<br /> I. Excavation S.P. R.R. 46,000 CY $ 3.50 $ 161,000.00
<br /> to SH 146
<br /> 2. Concrete Slope Paving 7,000 SY 35.00 245,000.00
<br /> Sta 21+10 to SH 146
<br /> 3. Deepen Boxes @ SH 146 200 LF 1,800.00 360,000.00
<br /> 4. Excavation SH 146 to 85,000 CY 3.50 297,500.00
<br /> S.P. Yard
<br /> 5. Excavation S.P. Yard 147,000 CY 3.50 514,500.00
<br /> to Sens Road
<br /> 6. Replace Bridge @ 5,250 SF 45.00 236,250.00
<br /> Sens Road
<br /> 7. Excavation Sens Road 86,000 CY 3.50 301,000.00
<br /> to Exxon Corridor
<br /> 8. Concrete Slope Paving 4,000 SY 60.00 240,000.00
<br /> @ Exxon Corridor
<br /> 9. 6x3 C.B.C. @ Exxon 540 LF 250.00 135,000.00
<br /> . Corri dor
<br /> 10. Concrete Low Flow Section 4,000 SY 40.00 160,000.00
<br /> II. Replace Bridge @ Valley 1,800 SF 45.00 81,000.00
<br /> View
<br /> 12. Excavation Exxon to 50,000 CY 3.50 175,000.00
<br /> Lomax Road
<br />. 13. Sheet Pile Drop 81 Bottom 8 LF 10,000.00 80,000.00
<br />14. Excavation F101-06-01 73,700 CY 3.50 257,950.00
<br /> 15. C.B.C. @ North 'p' St. 60 LF 520.00 31,200.00
<br /> 2-10x8
<br /> 16. Excavation F101-06-02 34,000 CY 3.50 119,000.00
<br /> 17. C.B.C. @ North 'pl St. 60 LF 520.00 31,200.00
<br /> 2-10x8
<br /> 18. Excavation FI01-06-03 15,000 CY 3.50 52,500.00
<br /> 19. Concrete Overflow Weir 1 LS 120,000.00 120,000.00
<br /> 20. Excavation Detention 810,000 CY 2.50 2,025,000.00
<br /> Storage
<br /> Total Construction Cost $5,623,100.00
<br /> I. Pipeline Adjustments 7 LS $ 400,000.00
<br /> 2. Utility Adjustments 50,000.00
<br /> 3. Detention Pond Site 70 AC 15,000.00 1,050,000.00
<br /> 4. Right-of-Way 53 AC 20,000.00 1,060,000.00
<br /> Total Non-Construction Cost $2,560,000.00
<br /> TOTAL PROJECT COST $8,183,100.00
<br /> 19000.CE3
<br />.
<br /> - 4 -
<br />
|