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PROJ01934 (2)
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PROJ01934 (2)
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Last modified
11/19/2009 11:43:33 AM
Creation date
2/21/2008 4:31:18 PM
Metadata
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Template:
Loan Projects
Contract/PO #
C153471
Contractor Name
Frederick, Town of
Contract Type
Loan
Water District
0
County
Weld
Loan Projects - Doc Type
Feasibility Study
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<br /> <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />I <br />. <br />It <br />. <br />. <br />. <br />. <br />~ <br />. <br />. <br />. <br />. <br />I <br /> <br />TABLE 1 <br /> <br />ENGINEER'S OPINION OF COST <br />MILA VEC LAKE EXCA VA nON AND SLOPE LINER PROJECT <br /> <br /> Item Unit Quantity Cost Extension <br />1. Mobilization LS 1 $50,000.00 $50,000 <br />2. Erosion Control (silt fence) LF 5,600 $1.20 $6,720 <br />3. Dewatering LS 1 $40,000.00 $40,000 <br />4. Reservoir Excavation and Haul to Finley CY 455,300 $1.65 $751,245 <br /> Open-Space <br />5. Finley Open-Space <br /> a. Clearing, Grubbing, Topsoil, and AC 70 $400.00 $28,000 <br /> Erosion Protection <br /> b. Grading AC 70 $1,200 $84,000 <br />6. Embankment Slope Liner Construction <br /> a. Excavation for Sl~e Liner CY 20,926 $1. 00 $20,926 <br /> b. Slope Liner Borrow Excavation, Fill CY 51,010 $2.20 $112,222 <br /> Placement and Comyaction <br /> c. Backfill Along Toe of Slope Liner LS 1 $20,000.00 $20,000 <br />7. Clay Blanket (Dam Station 14+50 to 35+00) CY 3,645 $1.80 $6,561 <br />8. Inlet Pipe Riprap Rundown Channel LS 1 $12,500.00 $12,500 <br />9. Outlet Pipe Modification, Lake Screen, and LS 1 $24,000.00 $24,000 <br /> Associated Work <br />10. Permanent Access Ramp LS 1 $8,000.00 $8,000 <br /> Subtotal $1,164,174 <br /> Engineering ~1 '^ ^^^ <br /> oj} ~....v,vvv <br /> Total $1,284,174 <br /> <br />~111~~1 0.,; <br /> <br />1;10092_ 055.blhI03-Milavec Lake Liner DesignlSpecificalionslEngineers Opinion of Cost doc <br /> <br />~ <br />1,1./0 lOci () <br /> <br />I '2-~/ 0 Cic) <br />/ <br /> <br />K <br /> <br />
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