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<br />REQUEST FOR <br />.COUNCIL ACTION <br /> <br />~ <br />~ <br /> <br />CITY COUNCIL MEETING DATE: <br /> <br />CLERK OF COUNCIL USE ONLY: <br /> <br />APRIL 19,2004 <br />TITLE: <br /> <br />f <br /> <br />RECOMMENDED ACTION <br /> <br />Ma <br /> <br />CITY MANAGER <br /> <br />APPROVED <br />0 As Recommended <br />0 As Amended <br />0 Ordinance on 1" Reading <br />0 Ordinance on 2"" Reading <br />0 Implementing Resoiution <br />0 Set Public Hearing For <br /> <br />AGREEMENT FOR ENGINEERING <br />SERVICES WITH HARPER AND <br />ASSOCIATES <br /> <br />CONTINUED TO <br /> <br />FILE NUMBER <br /> <br />Direct the city Attorney to prepare and authorize the City Manager and <br />Clerk of the Council to execute an agreement with Harper and Associates <br />in the amount of $46,880 plus a contingency of $10,000 for a total <br />.project amount not to exceed $56,880 for the design of exterior coatings <br />and seismic retrofit of the East and West Reservoirs. <br /> <br />DISCUSSION <br /> <br />The City's East and West Reservoirs are located at 1730 S. Santa Fe <br />Street and 207 S. Mountain View Street respectively (Exhibit 1). They <br />are both above ground 6 million gallon circular steel tanks, constructed <br />in the 1960's. The exterior coating on both tanks is deteriorating and <br />needs to be re-done. In addition, both reservoirs require safety <br />upgrades and seismic retrofits to bring them into compliance with current <br />standards. <br /> <br />Requests for proposals to prepare plans, specifications and cost <br />estimates were sent to five qualified engineering firms. Four responses <br />were received and evaluated on technical merit by a four-member selection <br />committee. The sealed fee proposals of the top three ranking firms were <br />then opened. Listed below are the scores and proposed fees of these <br />three firms. <br /> <br /> FIRM SCORE FEE <br /> Tetra Tech Consulting Engineers 90 $107,000 <br />. Harper & Associates 86 $ 46,880 <br />Daniel Boyle Inc. 75 $ 89,262 <br /> <br />25H-1 <br />