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C150268 Feasibility Study
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C150268 Feasibility Study
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Last modified
5/8/2015 2:15:10 PM
Creation date
8/11/2008 11:55:18 AM
Metadata
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Template:
Loan Projects
Contract/PO #
C150268
Contractor Name
Louden Irrigating Canal and Reservoir Company
Contract Type
Loan
Water District
4
County
Larimer
Loan Projects - Doc Type
Feasibility Study
Supplemental fields
Water Division
1
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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 />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />COST ESTIMATE <br /> <br />The complete breakdown of the cost of the work proposed for Alternative 1, Alternative 2, and <br />Alternative 3 are shown in Tables 1, 2, and 3 respectively. The costs are based on our past <br />experience with similar projects and also from data supplied by local contractors and suppliers. <br />Quantities were based on surveying and a topographic map of the dam outlet area that was recently <br />conducted for this project. <br /> <br />A summary of the costs for the three alternatives, including the engineering fees and contingencies, <br />are shown in Table 5. <br /> <br />TABLE 5 <br />TOTAL PROJECT COST SUMMARY <br /> <br /> <br />1. Construction Cost $ 193,500 $ 340,000 $ 254,400 <br />2. Contingency @ 20% $ 38,700 $ 68,000 $ 50,900 <br />3. Engineering Fees $ 38,700 $ 68,000 $ 50,900 <br />4. Feasibility Study $ 18,858 $ 18,858 $ 18,858 <br />5. Total Project Cost $ 289,758 $ 494,858 $ 375,158 <br />6. Cost Per Acre Foot $ 590 $ 1,007 $ 763 <br /> <br />SELECTED PROJECT <br /> <br />The company has chosen Alternative 1 which is the full replacement of the outlet works and service <br />spillway. The cost of this alternative is estimated at approximately $ 289,758. <br /> <br />Work included in Alternative 1 is as follows: <br /> <br />1. Excavate the exiting dam embankment material between Sta. 21 +00 and <br />24+93 to a depth of 15 feet and replace the excavated material with <br />compacted and conditioned material that will meet ninety- five percent ofthe <br />dry density and plus/minus two percent of the optimum moisture content. <br />2. Replace and extend the existing toe drain along the western edge ofthe dam <br />with a new toe drain to intercept seepage. <br />3. Place riprap and bedding on the upstream face of the dam between Sta. 21 +00 <br />and 24+93. <br /> <br />Rist-Benson Feasibility Study <br /> <br />Page 12 <br />
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