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Exh 8BAGENDA ITEM #8B SEPTEMBER 24, 2001 CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA ITEM: Professional Engmeermg Sernces for Upgrade of West End Lift Station SUBMITTED BY: Donna ICaluzmak, Utility Diiector DATE: September 14, 2001 BACKGROUND: One of the high priority recommendations mthe Sewer Master Plan was the upgrade of the West End Lift Station, located at 2567 West End St This lift station has only one pump, and will need to be reconfigured for two pumps in order to meet FDEP requirements Modifications will have to be made to the wetwell, pumping and pipmg configurations, and the control system will need to be upgraded to meet current City standazds We requested Wartz and Moye, one ofthe engmeermg firms recently awazded a contmumg contract, to provide us with a cost proposal for engmeermg of this project. The scope of sernces mcludes a site survey and mvestigation of the exstmg conditions, design drawings and specifications, detailed hydraulic calculations, percmttmg, bidding and negotiation sernces, and final inspection and certification upon completion of construction. The cost to provide the above sernces, as proposed, is not to exceed $10,000 As such, the City will only be billed for actual hours and expenses up to that amount Th>s fee represents approxunately 10% of the estimated construction cost, which would be on the low to average range for a small project of this nature BUDGET: A total of $20,000 was budgeted for engineering for projects recommended m the Sewer Master Plan m the Buccaneer Sewer Utility Fund, account number 410-4401-535-6300 RECOMMENDATION: Authonze Waitz &Moye to perform the engmeering services for the Upgrade of West End Lift Station m the amount of $10,000 ATTACHMENTS: 1 Proposal from Waztz &Moye dated September 10, 2001 REVIEWED BY CITY MAN AGENDA ITEM #8B SEPTEMBER 24, 2001 ~_ _ = WAITZ & MOPE, INC. ENGINEERING •PLANNING September 10, 2001 Ms Donna Kaluzmak City of Atlantic Beach Department of Public Works 1260 Sand Piper Lane Atlantic Beach, Florida 32233-4381 RE: West Exd Street Pump Statiax Exgineertng Services WrNI Na. YI-9029.900 Deaz Donna- In consonance with our recent 2eIeghone conversation and meeting of September 6, 2001, [ am enclosing herein our Scope of Servtccs and Manhour Projection Chart for performing the services outlined therein Our total fee proposal for performing the work outlined in the Scope of Services and elicited m the Manhour Projection Chart is $10,000 00 Let me take this opportumty to thank you for considenng Wutz & Moye, Inc for this project Should you have any questicns concerning the foregoing, please feel free to contact me at your considered convenience ery truly yours, W 1'Z & MOYE, 'Sumner Waitz, P E. SW/mtm Enclosures 6900 SoU7t0iPOSNT(Drt4ve9NoaiH, SUITE 430 • JACKSONVILLE, FL 32216 • (904) 332-9911 • Fwx (90a) 332-9935 WA1T2 6 MOYE, INC Mgmuawnuwrcrwwc.~a rnR • n~cvrtiru • rA,rpc • s,.twna •on+amca+nR~v~NU sure uq A~WW OhYI~ naaM 7m. L11Y Ut AILANIIG BEACH WEST END STREET SEWAGE PUMP STATION MANNOURPROJECTIONS RRUI -r4lelpsl EnPYw . ~ 160 OD PnHct Me1+yK. s12! 00 WMI ~R07FCf R YIYm9 E00 a~qR E+glns.r • s9! oD S~skr EnSNurin2 T~cfinklRR • ;7! 00 ' Gdd Oprotx . f 70 00 a.,s,l . S:s o0 OJ TA K P LIPA OJECi 0 3I6 SR E N CA CLERICAL TLS OP F TOT ENGINE81 MANAGER ENGINEER TECH OPERATOR COSTS COSTS 1 DESIGN OF SEWAGE PUW STATION __ `3 _. _6 _ A !0 -_ A! f3,930 00 __ !3 930 00 -t 2 SITE INVESTIGATIONlE%ISTIIJG WjJCTfI0N5 2 S __ 2 G X70000 _f70000 _! HY~RAVLTC DESIGN CAIAII.TTI0P14 __ .- •` _ _ ! _ _. _ 9 _ s1,Q7! 00 _ _ ~1 07! 00 ~ _I PR@ARATION OP LOST ESTIMATE i ~ T _ ...__ __ _.. ! 600 00 _ _ __~G90 00 ~ PREPARATION OP CONIRACI SPECSFILAT20PJ5 2 3_ _ 1 __ B ]A 970 00 _ ! ;970 00 ~ _ 6 _COORDINA7TON MEERNGS _ _ _ _ I _.. _ 3 _ _ _ G sG60 00 _ V , _ _ __ r 7 _PEAMII'77?1G1PanNP iw 6~Cif7),___ _ , 1 ] _ __, 2 6 __~_!7! 00 __~, 676 00 ! _ BLDDIPIG AND NEGOTIATION SERVICES __ 2 - _ ~_ ~ __ _ __~ G _ 12 ~9E0 00 J _ E9l0 00 _ 9 PO•lAL II_LSPECRON 8 LERTIPICAPION _ _ t _ ~ ___ _ __ 1 _ _! ~}6!0 00 -_~yA 00 TOTAL AMOUNT OF PROPOSAL • 10,060 00 N ~ H t~i9 h7 ~ ~a zy N .~j ~l °o p