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AgdaPkt 2010-04-12
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AgdaPkt 2010-04-12
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Last modified
4/27/2010 3:25:16 PM
Creation date
4/8/2010 4:52:53 PM
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Template:
CC Index
CC Index - Document Type
Agenda Packet
Meeting Type
Joint
Agency Type
City Council and Redevelopment Agency
Date
4/12/2010
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<br />6.1B <br />Page 1 <br /> <br />REPORT <br /> <br />To the Honorable Mayor and City Council <br />From the Ci Mana er <br /> <br />April 12, 2010 <br /> <br />SUBJECT <br />Award of Contract - Sanitary Sewer Pump Station No. 12 Improvements Project <br /> <br />RECOMMENDA liON <br />Approve, by motion, the contract documents and award the standard form contract <br />00520 for the Sanitary Sewer Pump Station No. 12 Improvements Project to the lowest <br />responsible bidder, Casey Construction, Inc. of Emerald Hills for their low bid of <br />$420,325.00 and authorize the City Manager to increase the contract amount, if <br />necessary, up to 100,10 of the amount awarded. <br /> <br />BACKGROUND <br />Redwood Shores currently has a total of 26 sewer pump stations. Over the past ten <br />years, the city has made improvements to sanitary sewer pump stations 1, 2, 3, 10, and <br />15 to improve the pumping efficiency, ease of operation, and safety of the facility. Pump <br />stations are selected for improvements after Engineering and Public Works Services <br />staff evaluate the condition of the existing facilities. As well as the overall functionality of <br />the pump station, the evaluation includes issues of safety, maintenance and operation <br />efficiency, and the ability of the facility to perform in emergency conditions. <br /> <br />Pump Station No. (&IPS") 12 was constructed in the early 1980's and is one of city's more <br />critical facilities as it receives and directs flows from five other pump stations (Centrum, <br />PS 1, PS 2, PS 11 and PS 25). The flows from PS 12 are pumped to PS 10 via a <br />recently installed 12-inch diameter PVC force main completed in late 2009. PS 12 was <br />originally designed as a separate dry and wet well, which was a common configuration <br />at the time. However, that configuration has since become a safety concern since it <br />requires maintenance staff to descend 20 feet into a confined space that may contain <br />hazardous gases to replace or service the pumps. As well, the existing facility does not <br />have a permanent emergency power source. <br /> <br />The project is designed to improve the safety of the facility and to insure that adequate <br />flows can be maintained during an emergency. Improvements will include installation of <br />two new and larger 30 horsepower submersible pumps that attach to guide rails. This <br />allows the pumps to be raised and lowered for servicing which eliminates the need for <br />maintenance staff to descend into the wet well. Other improvements include new <br />variable speed drive controls which will increase the efficiency of the pumps, new piping, <br />rehabilitation of the wet well's interior surface which will extend the useful life of the <br />station, and a permanent emergency standby engine generator which will replace a <br />portable engine generator to ensure continuous service of the pump station in the event <br />of power failure. <br />
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