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Home My WebLink AboutCORRESPONDENCE - RFP - 8331 BRIDGE INSPECTION, MAINTENANCE, REPAIR & REPLACEMENT (6)Exhibit “A” WORK ORDER FORM PURSUANT TO AN AGREEMENT BETWEEN THE CITY OF FORT COLLINS AND MICHAEL BAKER INTERNATIONAL, INC. DATED: August 12, 2020 Work Order No. _______ENG-MB-254902200-2020-01__________ Purchase Order No. City PO Number (Michael Baker PO Number) Project title: Prospect Undercrossing Joint Mitigation Study Commencement Date: May 28, 2020 Completion Date: September 15, 2020 Maximum Fee: $20,993.75 (See attached Fee Schedule) (Note: Cost of completing the work is being split 50/50 with CSU and the City) PROJECT DESCRIPTION: The project is to investigate options to mitigate leaking at precast roof joints in the West Prospect Road Undercrossing at Center Avenue. Scope includes inspecting the structure, identifying leak and possible solutions, and providing recommendations for leak repair. CONTRACT TYPE: This contract will be Time & Materials (Not to Exceed) contract type. Rates will follow the job category rate table established with the Master Contract Renewal. TEAM RESPONSIBILITIES AND AUTHORITY: Michael Baker is the prime engineering consultant and will be responsible for managing all consultant related activities for this project, as authorized and directed by the City. There are no subconsultants included on the Michael Baker Team at this time, but subconsultant forensic, geophysical, or other testing may be required, as directed by the City. All deliverables will be in the following current software platforms: • PDF, Microsoft Word, Excel, and Access • Others as applicable GUIDELINES AND REFERENCES (CURRENT VERSION UNLESS NOTED OTHERWISE): Applicable standards include: • AASHTO LRFD Bridge Design Specifications, 8th edition • AASHTO Manual for Bridge Evaluation, 2nd edition • FHWA Bridge Inspector’s Reference Manual (Publication No. FHWA NHI 12-049) DocuSign Envelope ID: 9D9EEDEC-59B1-4F23-8400-0A358C5EEAAB Exhibit A - Work Order Form Steel Plate Rehabilitation or Concrete Box Replacement of Cherry Street over Arthur Ditch October 2019 2 of 3 • CDOT Bridge Rating Manual • CDOT Bridge Design Manual • CDOT Standard Specifications for Road and Bridge Construction • Michael Baker Inspection Reporting and Database Tool • Any other applicable documents as approved by the City SCOPE OF SERVICES There are seven primary elements that will be completed as part of this project. These are: I. Project Management / Administration and Quality Control II. Inspection and Report III. Field Verification of Structure and Joint Conditions IV. Alternative Waterproofing Identification V. Testing Evaluation VI. Observation of Planter Removal and Waterproofing Condition VII. Develop Cost and Construction Schedule for Replacing Waterproofing Membrane I. Project Management / Administration and QC Upon notice to proceed, Baker will perform project administration duties throughout the length of the contract. • Invoices will be provided to the City monthly and will include a billing summary for work performed during the current billing period and project to date. • All project deliverables will receive a quality assurance and quality control (QA/QC) review, in accordance with the Michael Baker Quality Controls Procedures prior to submittal. • The following meetings are anticipated: • Field verification meeting (outlined in Section III below) • Alternatives Review Meeting II. Inspection and Report Michael Baker performed structural inspection and reporting at the direction of City of Fort Collins on 5/28/2020. Report was provided on 6/4/2020 via email. III. Field Verification of Structure and Joint Conditions Michael Baker personnel will visit the Prospect Undercrossing to verify the overall site conditions and inspect the current joint condition. This field meeting is anticipated to include bridge representative(s) from the City and two engineers from Michael Baker. Scheduling will be coordinated by Michael Baker after task order is approved. Meeting minutes detailing discussion and field observations will be provided by Michael Baker. IV. Alternative Waterproofing Identification • Research potential solutions for repair including hydrophilic water-stops and slab-to-wall cap joints for feasibility. • Review any literature available on the applicability and effectiveness of the repair solutions in similar situations DocuSign Envelope ID: 9D9EEDEC-59B1-4F23-8400-0A358C5EEAAB Exhibit A - Work Order Form Steel Plate Rehabilitation or Concrete Box Replacement of Cherry Street over Arthur Ditch October 2019 3 of 3 • Determine and report LF/SF costs for materials for repair alternatives • Determine approximate schedule durations for each option • Report finding in short memo or table. • Review alternatives with the city at an Alternatives Review Meeting conducted via teleconference V. Testing Evaluation • Research if there is a forensic, geophysical or other test the City can do to determine the source of water • Investigate cost to execute any applicable testing. This step will not include the testing. Subcontractor will need to be negotiated separately from this task order if testing is determined to be necessary. • Research if any testing changes the repair solution VI. Observation of Planter Removal and Waterproofing Condition • Site Visit during planter removal to validate waterproofing membrane condition • Provide findings report with photos VII. Develop cost and construction schedule for replacing waterproofing Membrane • Develop rough order of magnitude construction and engineering cost to remove pavement and fill material to uncover the top slab and replace waterproofing membrane with more durable material. • Develop estimated construction schedule duration to perform work. DELIVERABLES The following is an estimate of the deliverables required for this project. As the project develops, the type and number of deliverables may vary. Refer to the detailed discussions above for further information. All inspection information shall be compiled onto a single CD and delivered to the City at the end of the project. • Monthly progress reports with monthly invoices, as required depending on schedule • Meeting and telephone conversation documentation • Inspection Memo for 5/28/2020 inspection provided 6/4/2020 • Meeting minutes from the Field Verification of Structure and Joint Condition • Alternative Waterproofing Identification Summary Email • Observation of Planter Removal and Waterproofing Condition Memo providing findings • Cost and Construction Schedule and list of assumptions for replacement of waterproofing SCHEDULE Work is expected to begin on or before July 7th, 2020 (except the inspection which occurred 5/28/2020) All work completed by September 15th, 2020 Attachments: - Fee Proposal DocuSign Envelope ID: 9D9EEDEC-59B1-4F23-8400-0A358C5EEAAB Robert Mosbey 8/24/2020 Tom Ritz 9/1/2020 Description: Date: 8/12/2020 Prospect Ped Undercrossing Study Group Manager Senior Project Manager Civil Associate II $220 $185 $115 8 8 $1,760.00 12 12 $2,220.00 7 6 13 $1,985.00 4 26 30 $3,870.00 2 18 20 $2,510.00 6 6 12 $1,800.00 8 42 50 $6,590.00 145 $20,735.00 Mileage (3 trips x 150 mi x $0.575 / mi) -- $258.75 -- $258.75 0 $0.00 0 $0.00 Fee $20,993.75 City of Fort Collins Prospect Ped Undercrossing Study PRIMARY DESIGN TASK ELEMENTS WORK ORDER TOTAL Subtotal REIMBURSABLE EXPENSES: (Approximate) SUBCONSULTANTS: III. Field Verification of Structure & Joint Conditions VI. Observation of Planter Removal and Waterproofing Condition V. Testing Evaluation VII. Develop Cost and Construction Schedule for Replacing Waterproofing Membrane Subtotal Subtotal IV. Alternative Waterproofing Identification I. Project Management / Administration & QC II. Inspection and Report LABOR Per hour rates TOTAL HOURS FEE 8/12/2020 1 of 1 DocuSign Envelope ID: 9D9EEDEC-59B1-4F23-8400-0A358C5EEAAB