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06-J Cox Field Water Main
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06-J Cox Field Water Main
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Last modified
9/12/2012 11:03:47 AM
Creation date
12/4/2001 10:38:47 PM
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AGENDA
Item Number
6-J
AGENDA - Type
RESOLUTION
Description
Award bid for replacement of 8" water main at Cox Field Airport
AGENDA - Date
12/10/2001
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Concrete blocking will ~ot be measured or paid for as a separate item, but the wst thereof <br />shall be included in the vazious items lited in the Proposal and Bid Schedule. <br />2014.03 <br />After the pipe has been laid for at least seven (7) days, the line shall be tested in approved <br />sections. The Contractor shall furnish l labor, materials, tools and equipment required to bulkhead and seal <br />off the line for testing, fill it with water, raise the filled line to test pressure and measure both pressure and <br />leakage over the test period. <br />The entire length of the <br />manner: The section of the line to be u <br />is required for the cement lining of the <br />the line. During the filling of the lini <br />bulkheads, valves, manholes, connectil <br />for leakage. All known leaks shall be <br />The test shall consist of <br />percent of the working pressure for 1 <br />occutting in the section being tested, ni <br />be maintained for a period of four (4) I <br />the test pressure shall be accurately m <br />pipeline at one time. In this event the tc <br />to inspect the surface for leaks throu, <br />specified. <br />Leakage during the al <br />pipe diameter per mile per 24 hours. <br />In the event any s <br />water-tightness, the cause of the <br />shall be re-tested. <br />It shall be the respc <br />pipeline and establish the location <br />2014.04 OUTLETS <br />nstalled line shall be field tested for water tightness in the following <br />~ted shall be filled with water and allowed to stand for such time as <br />ipe to absorb such water as it will and for the escape of all air from <br />caze shall be exercised to see that all air vents are open, and all <br />is, etc., in the section undergoing tests shall be cazefully examined <br />opped, regardless of these test requirements. <br />ising and holding the hydrostatic pressure in the test section of 120 <br />ich the pipe was designed, which pressure shall be the highest <br />to exceed the design pressure of the pipe. Such test pressure shall <br />urs, during which ticne the water pumped into the line to maintain <br />sured. The Contractor may elect to test the entire length of the <br />pressure shall be maintained for such period of time as is necessary <br />out the length of the pipeline, in addition to the four (4) hours <br />test shall not exceed a rate equal to 25 gallons per inch of intemal <br />of the line tested fails to meet the above specified requirements for <br />~ive leakage shall be determined and remedied, after which the line <br />of the Contractor to provide the necessazy outlets for testing the <br />Threaded service oufle s shall be installed in accordance with detaIls shown on the plans. <br />Threaded service oudets for testing w' not be measured for separate payment, but the price thereof shall be <br />included in the appropriate items of th Proposal and Bid Schedule. <br />F7anged ouUets and blind flanges of the proper size shall be installed in accordance with <br />details and at locations shown on the plans or as necessazy to allow the construction of the projects as shown. <br />F7anged outlets where shown on the plans will not be measured for payment but the price thereof shall be <br />included in the appropriate items of the Proposal and Bid Schedule. <br />Item 2014-3 <br />
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