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PROJ00037
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Last modified
7/12/2010 2:42:46 PM
Creation date
10/5/2006 11:30:40 PM
Metadata
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Template:
Loan Projects
Contract/PO #
C153386
Contractor Name
San Luis Valley Irrigation District
Contract Type
Loan
Water District
20
County
Hinsdale
Bill Number
SB 82-87
Loan Projects - Doc Type
Contract Documents
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<br />3. Require all Subcontractors to indemnify the State and <br />the Contractor against all liability and loss, and against all <br />claims and actions based upon or arising out of damage or <br />injury, including death, to persons or property caused by or <br />sustained in connection with the performance of any subcontract <br />or by conditions created thereby, or based upon any violation <br />of any statute, ordinance, or regulation, and the defense of <br />any such claims or actions. <br /> <br />4. Require all Subcontractors to maintain liability <br />insurance in at least the foll.owing amounts: <br /> <br />aw For any injury to one person in any single <br />occurrence, the sum of One Hundred Fifty Thousand <br />Dollars ($150,000). <br /> <br />b w For any inj ury to two or nnre persons in any <br />single occurrence, the sum of Four Hundred Thousand <br />Dollars ($400,000). <br /> <br />Said liability insurance shall name the Contractor and <br />the State as co-insureds. No payments shall be made under this <br />contract unless a copy of a certificate of said liability . <br />insurance has been filed with the Colorado Water Conservation <br />Board. <br /> <br />5. Conveyor cause title to be conveyed by warranty deed <br />to the Colorado Water Conservation Board, Department of Natural <br />Resources, State of Colorado, the fallowing portions of the <br />proposed project facilities within thirty (30) days of their <br />completion: <br /> <br />a. Brass seals on the three eight-foot-high by <br />three-foot-wide cast iron gates, located at the dam <br />outlet works. <br /> <br />b. Ten plus or minus cubic yards of concrete to be <br />located at the outlet works tunnel adjacent to the <br />gates. <br /> <br />c. One hundred plus or minus cubic yards of concrete <br />to be located at the dam toe. <br /> <br />d. Six hundred fifty plus or minus feet by twenty <br />plus or minus feet of access road located at the dam <br />toe. <br /> <br />e. Twenty-six thousand plus or minus cubic yardS of <br />rockfill to be located on the embankment as shown in <br />Appendix A. <br /> <br />f. Four hundred plus or minus cubic yardS of riprap <br />and sixty plus or minus cubic yards of concrete to be <br />located as shown in Appendix A. <br /> <br />g. Two four-ioch-diameter observation wells about one <br />hundred feet deep each, to be cased wi th one and <br />one-half inch PVC pipe and located at the north <br />abutment, as shown in Appendix A. <br /> <br />h. Two six-inch parshall flumes with Stevens <br />recorders to be installed at the toe of the enlarged <br />dam. <br /> <br />iw Radio equipment to provide for two-way voice <br />transmission. <br /> <br />j. Two inclinometer holes about 100 feet deep with <br />4-inch casing and 2-inch inner casing, to be located <br />at the north abutment, as shown in Appendix A. <br /> <br />Page 2 of 8 pages <br />
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