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HomeMy WebLinkAboutTask Order No. 2.1A with JUB Engineers for Ten Mile Creek Sewer Crossing ReplacementCITY OF MERIDIAN TASK ORDER NO. 2.1.A FOR ENGINEERING SERVICES FOR WATER, WASTEWATER, AND MISCELLANEOUS PUBLIC WORKS PROJECTS TEN MILE CREEK SEWER CROSSING - Phase 2 City Project No. ~~~ Engineer Project No. t0-08-043 THIS TASK ORDER, entered into this ~ day of ~( 2. ,2008, between City of Meridian, Idaho, hereinafter referred to as the "CITY", J-U-B ENGINEERS. Inc. , hereinafter referred to as the ENGINEER, is subject to the provisions of the Agreement for Engineering Service for Water, Wastewater, and Miscellaneous Public Works Projects, approved December 12, 2006, hereinafter referred to as the MASTER AGREEMENT for PROFESSIONAL SERVICES. WITNESSETHc WHEREAS, the CITY intends to construct imorovements to the Ten Mile Creek Sewer Crossinq, hereinafter referred to as the PROJECT; NOW, THEREFORE, the CITY and J-U-B ENGINEERS. Inc in consideration of their mu[ual covenants herein agree in respeet as set forth below. CITY INFORMATION AND RESPONSIBILITIES: The CITY will provide to ENGINEER the data and/or services spec'rfied in the AGRE6MENT. In addition, the CITY will furnish to ENGINEER items listed in Attachment "B". SCOPE OF SERVICES TO BE PERFORMED BY ENGINEER: ENGINEER will provide those services described in Attachment "A°. SCHEDULE OF WORK TO BE PERFORMED: ENGINEER will perform said services in a timely manner. BASIS OF FEE AND BILLING SCHEDULE: The CITY will pay ENGINEER for its services and reimbursable expenses as follows: as shown on Attachment "C°. Fite Folder Title: Citv of Meridian - Ten Mile Creek Sewer Crossina Phase2 Remarks: IN WITNESS WHEREOF, the parties hereto have executed this TASK ORDER as of the day and year first above written. CITY: City of Meridian, Idaho 33 E. Idaho St. ~an, ID 83642 By: /~~~ ~ Name/Title: Tamm e Weerd Ma or ~ PUBLIC WORKS APPROVAL: By: ~ ~ , NamelTitle: ~ ~ ~r~q ~ ~ h~2 ENGINEER: J-U-B Engineers, Inc. 250 S Beechwood Ave, Ste, 201 Boise, ID 8370 ey~ ~ u~~-~,,, ~,\ ~~~~ Name/Title: Philli H. Krichbaum P.E ~i, t ATTEST: ~~~'' ``` ~~ ~ ~. ~ ~~O ' ~ B ` , ' y~ AL = Name/Title: Ja cee Holman C' CIerR ~ ~ ; ~ ~ ~ _ ~-,,, ~ r ~s~ . P \,,: . ,, ~ 1 `( ~ ~\ ,~~ `` i rVT ~'''~~•... ..,.,~r`~~~ J-U-B ENGINEERS, Inc. Attachment 'A' - 10•OS-043 CITY OF MERIDIAN TEN MILE CREEK SEWER CROSSING - Phase 2 Task Order 2.1.A This project provides design of the replacernent of the Ten Mile Creek sewer crossing as described herein and shown on Figure 1. It is assumed that the project will be designed as one (1) bid package, and that the City will serve as the Engineer during. construction phases. Table of Contents: Attachment "A" - Scope of Engineering Services • Task A- Preliminarv and Final Desi~n • Task B - Additional Services • Exhibit A-1 - Labor and Equiprnent Detail Attachment "B" - Items Provided by City Attachment "C" - Fee Schedule Ciry ojMeridian - Ten Mile Creek Sewer Crossing - Phase 2 page _ 1 J-U-B ENGINEERS, Inc. CITY OF MERIDIAN TEN MILE CREEK SEWER CROSSING - Phase 2 Task Order 2.1.A Attachment `A' - f0-08-043 Attachment "A" - Scope of Engineering Services Proiect Understandin~ The followin~ is J-U-B's understanding of the Project. The City of Meridian identified a segment of the Ten Mile Trunk crossing Ten Mile Creek that has failed or is nearing failure. The aerial sewer crossing is an un-sleeved 15-inch diameter steel carrier pipe. A feasibility analysis (dated May 7, 2008) to determine a preferred replacement method, pipe material(s), and alignment was approved by the City. The project includes design of the replacement and upsizing of the 15-inch Ten Mile Trunk Sewer Crossing. The feasibility analysis recommended a new aerial sewer crossing (21" PVC sewer in steel casing) of Ten Mile Creek approximately 80 feet east of the existing crossing. The project will also include approxirnately 90 lineal feet of parallel sewer in W. Kimra Street and tie-in to existing manhole near the intersection of W. Kimra Street and S. Heidi Place. The project does not include hydraulic modeling of the sanitary sewer system or Ten Mile Creek. NOTE: Tasks for Project Meetings, A~ency Coordination Et Permitting, and Easement Coordination are included under separate Task Order No. 2.1, as amended. Task A- Preliminarv and Final Desi~n 1. Trunk Sewer Preliminarv Desisn A. Research, Control, and Topographic Survey and Mapping 1. Research Ada County Surveyor's records for survey monuments to add in establishing horizontal control and include research of land monuments, plats, records of survey, right-of-ways, and easements of record along the preferred trunk sewer alignments. Horizontal coordinate system shall be based on NAD 1983 transtated to the Ada County G.I.S. system. Vertical control shall be based on NAVD 1988. 2. Establish temporary construction benchmarks (T.B.M.'s) and control points on the south side of Ten Mile Creek and near W. Kimra Street. Conduct field research of survey monuments of adjoining subdivisions. 3. Contact utility companies (gas, power, telephone, storm drain, cable T.V., street tighting, traffic signals, irrigation) and other utilities identified along the alignment prior to survey to request field locations of utilities and to obtain available utility mapping. 4. Complete topographic survey along the recomrnended alignment as generally shown in the final feasibility analysis dated May 7, 2008. City of Meridian - Ten Mile Creek Sewer Crossing - Phase 2 page _ 2 J-U-B ENGINEERS, Inc. Attachment `A' - f0-08-043 5. Complete topographic mapping in AutoCAD 2008. The anticipated scale of the plan and profile drawings will be 1"=20' and 1"=5' vertical scale. Topo~raphic features shall be depicted using standard symbots. Topographic features shalt be shown on the construction plans to the extent that they are found or field located by the utility cornpanies, such as fences, utility poles, surfacing, utilities, top of bank and waterway flowlines, and include monuments of record and physicat survey of monuments and property pins that are found. Property lines will be shown based on Ada County G.1.5. mappin~. Where easements are to be secured, property lines shall be determined using research from title reports and field search of found land monumentr. B. Basic £t Final Design of Trunk Sewer Ft Crossing 1. Cornplete preliminary design of the preferred trunk sewer replacement option with considerations on constructability, surface disturbance, impact to waterways, sanitary separations, dewatering, irnpacts to public traffic access, utility conflicts, construction access, excavation depths, easernent issues, maintenance of sewage conveyance, and other pertinent design issues. 2. Design details for the trunk sewer crossing will be provided including: aerial crossing of Ten Mile Creek; trench and bedding details, connection details, surface details, and other special detaits needed for construction. ' 3. Prepare 90% complete construction plans and contract documents. It is anticipated that one (1) construction package will be prepared for the Ten Mile Creek Sewer Trunk Crossing. Perform design drafting in AutoCAD 2008 of the construction plans which will include project titte blocks, City standard notes, vicinity maps, sheet indexes, north arrows, bar scales, topography, pipe size, type, slope, invert elevations, ground surface elevations, surface repair, borin~ detaits, property lines, easements, found monuments and property corners, land ownerships, survey control, pay limits, special details necessary for a biddable product. Drafting shalt be completed on 11 "x17" sheets, ANSI standard size "B" sheets. To the extent practicable, the 2002 City of Meridian Standard Specifications and Drawings for Construction will be utilized in the design. 4. Prepare technical specifications in accordance with the 2007 Edition of the Idaho Standard Public Works Construction (ISPWC) format, and City Standard Specifications and Drawings. J-U-B shall be responsibte for preparing special provisions necessary for the project. If formally bid, Contact Documents will be prepared usin~ ISPWC standard front-end documents and City revisions. 5. Submit three (3) sets to the City for review.. 6. Prepare 100% complete construction plans and contract document for agency review and approvals. Provide an estimate of probable construction cost: • 7. incorporate appropriate revisions as swggested by the City and reviewing a~encies in the final set of plans and contract documents. 8. Develop and issue to the City a final opinion of probable construction cost. C. Constructability Review and Qp/QC Review City ofMeridian - Ten Mile Creek Sewer Crossing - Phase 2 page _ 3 J-U-B ENGINEERS, Inc. Attvchment 'A' - JO-08-043 1. Complete in-house constructability review and Qq/QC review of the 90% complete construction plans and contract documents. Incorporate appropriate suggestions into project design. Task B.- Additionat Services J-U-B will initiate these services only upon approval by the City. 1. Geotechnical Investi~ation and Analvsis J-U-B will retain the services of an Idaho licensed ~eotechnical subconsultant to provide a geotechnical reconnaissance and related geotechnical engineering support services as described betow. The focus of the exptoration will be to provide the design tearn base data and information to Bidders on subsurface conditions south and north sides of the Ten Mile Creek sewer crossing. The cost listed in fxhibit A-1 is an estimated budgetary value. An estimate frorn Strata, Inc. will be provided for review and approval by the City prior to commencement of geotechnical investigation. 1. Field Investigation: a. Obtain atl necessary permits for the drilting and/or test pits. b. Complete one (1) test pit on the south side of Ten Mile Creek. c. Complete sarnpling, logging, and classification of soils. 2. Analysis and Design Recommendation a. Review available geologic and geotechnical inforrnation in the area. b. Develop recommendations for aerial crossing foundation design and construction performance requirements. c. Prepare a draft summary letter report and submit three (3) copies to JUB and the City for review. d. Incorporate the review comments and publish four (4) copies of the final report. City of Meridian - Ten Mile Creek Sewer Crossing - Phase 2 Page - 4 J-U-B ENGINEERS, Inc. Attachment '8' - f0-08-043 CITY OF MERIDIAN TEN MILE CREEK SEWER CROSSING - Phase 2 ATTACHMENT "B" - ITEMS PROVIDED BY THE CITY 1. Provide on-going review of J-U-6's work and timely considerations of policy issues within a time acceptable to the City and J-U-B. 2. Provide legal counsel as required for consultation and le~al opinions of project issues on an as needed basis. 3. Facilitate floodway/floodplain administration and/or policy issues as they may occur. 4. Easement Acquisition: a. Process payments on negotiated parcels. ~ b. City liaison person to assist with acquisition and resolution of disputes. c. Boilerplate sale and purchase agreement; and other pertinent docurnents used for acquisition. d. Easement boilerplate ~ e. Review easement offer packages 5. Copies of existing easements and license agreements in project area. 6. Copies (DVD's) of sewer inspections of subject sewer trunk. 7. Pay for all permits, fees, or other payrnent required to secure permitting for the design and construction of the proposed improvements. 8. Record drawin~s of City facilities and other relevant City information of record in project area. 9. Provide City personnel and equipment to field locate existing City facilities and other utilities that may represent a conflict to the proposed improvements. This may entail exploratory excavations to determine exact locations and depths of critical utilities prior to design. City ofMeridian - Ten Mile Creek Sewer Crossing - Phase 2 Page - 1 ATTACHMENT"C" CITY OF MERIDIAN - TEN MILE CREEK TRUNK SEWER CROSSING - PHASE 2 LABOR AND EQUIPMENT DETAIL TASK ORDER No. 2.1.A Project Project Shuctural Siuvey 2- Man GPS Mana er/Q . E fneer E ineer EIT PLS Tech. Draftsman Clerical Surve E ui . SubconsuttaM TASK prox. Empl ee Hour Pa Rate $53.84 $44.37. $42.14 $23.57 $41.27 $22.34 $17.00 $14.50 $45.00 $50:00 TOTAL TsA~~~~~ :~1..-+..:awv. o~ <ti: 5„ d ~ ,;Aa9 .1, ~ `d ~nf .~rP~t ~ 1~ 'yt" L ~ ~' M ~ ,.,~''~.'~~~`~"l2 y3 . ~ . .: •~ ~_.?'HLKS 1 Research Corrtrol, and To ra hlc Surve & M in Research R/W and Monuments 2 Establish Hart. & Vertical Control 0:5 1.5 0.5 0.5 Set Construction TBM's/Corrtrol Poir~ts 0:5 1 1.5 1.5 Coord. WNtiI' Com nies, Site Visits g To hic Surve 0.5 1 0.5 2 6 6 To hic in 0.5 1 8 SRe Visit & Field Check To ., Additional Surve p SUBTOTALAI , 0.5 1.5 3.5 7.5 8 6 8 8 $6,231 2 Basic & Final Desf n& Construdlon Plens Com lete Basic Desi n Tnmk Sewers 1 4 4 De§i n Details t 3 4 16 8 Com lete Desi n Draftin 2 1 4 24 Prepare 90%Complete Constnrction Plans and Contract Documents 2 4 4 8 12 Prepare Technical Specifications and Contract Documents T 6 12 2 Prepare 100%Complete Constnrction Plans and CoMract Documents 1 2 4 4 2 - O inion of Probable Construction Cost 025 2 1 Prepare Fnal Complete Construction Plans and CaMract DocumeMs, 20 sets Z 2 2 SUBTOTAL A2 8.25 23 9 51 50 6 $12,789 3 ConstruMabili Review and QAIQC Revlew Com lete Constructabil' /QA/QC Review at 90% 4 SUBTOTAL A3 4 a~~ ~. ~0;;°~~~,... ~a.. ~~~' _.o ~ i~_.v `: $~ _ ~ ~~-: .ixd . , ., .~. - - + ' .: .~ e g^ -9.e -. _ , - ~ y'. y, qy, . m o . 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