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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />I <br /> <br />II <br />il <br />I <br />I <br />I <br />I <br />II <br />I <br />I <br />I <br /> <br />FIGURE 4 <br /> <br /> Subsurface Drainage Feasibility Study <br /> Guadalupe, Colorado <br /> Project Cost Estimate <br /> September 1996 <br /> Item Unit Unit Cost Quantity Cost <br />1. Mobilization LS $5.000 1 $5.000 <br />2. Clearing and Grubbing LS $2.500 1 $2,500 <br />3. Dewatering LS $5.000 1 $5.000 <br />4. 10" Solid PVC LF $4 1200 $4,800 <br />5. 10' Perforated PVC with Sock LF $5 1500 $7,500 <br />6. Concrete Outfall Structure wI Flapgate EA $2,000 1 $2.000 <br />7. Cleanout EA $500 4 $2,000 <br />8. Standard 48" Manhole LF $2.000 5 $10,000 <br />9. Labor and Management LF $25 2700 $67,500 <br />10. Restoration LS $5,000 1 $5,000 <br />11. Street Repair LS $10.000 1 $10,000 <br />12. Traffic Control LS $1,000 1 $1,000 <br /> Subtotal $122,300 <br /> 10% Contingency $12.230 <br /> Subtotal Construction Cost $134,530 <br /> CWCS Feasibility Study $10,000 <br /> 12% Engineering $16,144 <br /> 7% Administration and Inspection $9,417 <br /> Total Project Cost $170,091 <br />