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PROJ00455
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Last modified
11/19/2009 11:43:26 AM
Creation date
10/5/2006 11:56:06 PM
Metadata
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Loan Projects
Contract/PO #
C153583
Contractor Name
Ute Water Conservancy District
Water District
0
Bill Number
XB 99-999
Loan Projects - Doc Type
Feasibility Study
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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 I <br />I <br />i I <br />II <br />I <br />I <br />I <br />I <br />I <br /> <br />Portal Doors - Alternatives I and ill will require portal doors for security. Additionally, <br />alternative I will require a second set of weatherproofed doors to maintain tunnel <br />temperatures above freezing and to reduce weathering and adverse environmental impacts <br />on the pipeline. For the purposes of cost comparisons it was assumed that the exterior <br />doors will be strong wooden or metal double doors mounted on hinges. The interior doors <br />will be customized overhead or roll-up doors with weatherproofing. Installation will require <br />customized framing in the tunnel. <br /> <br />Pipeline Connections - It is anticipated that an additional 1,600 ft of 30 inch steel pipeline <br />will be installed parallel to the existing 24 inch pipeline from Junction Box T1 to 1'2 as <br />shown on Figure 2. Additionally Alignment A will require the installation of approximately <br />1350 ft of 42 inch diameter pipeline from the west portal to the existing 24 inch diameter <br />pipeline. <br /> <br />Pipeline Maintenance for Alternative I - Since the pipe in alternative I is exposed, it is <br />expected that some maintenance will be necessary. For the purposes of cost comparisons, <br />it was assume that the pipeline would be recoated every 5 years, and that it would cost <br />approximately $4,000 for each coating. For a period of 20 years with an inflation rate of 5 <br />percent and an interest rate (time value of money) of 10 percent, the present worth cost of <br />the maintenance was determined to be $26,600. <br /> <br />Access Road Maintenance - Cost for road maintenance are based on a gravel road <br />approximately 1,000 ft long and 12 ft wide. It was assumed that the road is regraded twice <br />a year and that it takes a grader one day per grading. It was also assumed that two inches <br />of gravel would be added to the road once every five years. <br /> <br />Thirty Inch Pipe at East Portal - The price given includes $45.ooper foot for materials and <br />$64.00 per foot for labor and installation. The installation cost includes an allowance for <br />rock blasting, and for pipe supports and tiedowDS. <br /> <br />Forty-two Inch Pipe at West Portal - Alternative B will require approximately 350 feet of <br />pipe to connect with the existing pipeline. It is anticipated that this pipe will generally <br />follow the existing topography on a relatively gentle downhill grade for ease of construction. <br />The price given includes $65.00 per foot for materials and $60.00 per foot for labor and <br />installation. Installation is anticipated to be primarily cut and cover with some blasting <br />required. <br /> <br />23 <br />
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