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Home My WebLink AboutAECOM - Supplement Agmnt #4 Waterloo Dry Run Creek - 7.13.20AECOM AECOM 319-232-6531 tel 501 Sycamore Street 319-232-0271 fax Suite 222 Waterloo, Iowa 50703 www.aecom.com CITY OF WATERLOO DRY RUN CREEK INTERCEPTOR CONSTRUCTION -RELATED SERVICES SUPPLEMENTAL AGREEMENT NO. 4 WHEREAS, a Professional Service Agreement was entered into by the City of Waterloo, Iowa, (Client), 715 Mulberry Street, Waterloo, Iowa, and AECOM Technical Services, Inc. (ATS), 501 Sycamore Street, Suite 222, Waterloo, Iowa, dated August 18, 2014, for design of the Dry Run Creek Interceptor, and WHEREAS, the Client and ATS entered into Supplemental Agreement No. 1 on May 16, 2016, for providing construction -related services for the project and State Revolving Fund application assistance; and WHEREAS, the Client and ATS entered into Supplemental Agreement No. 2 on August 20, 2018, for design and construction -related services for the installation of a stand-by emergency generator to provide the electrical requirements for the City of Waterloo's Hawkeye Lift Station as part of the Dry Run Creek Interceptor project; and WHEREAS, the Client and ATS entered into Supplemental Agreement No. 3 on March 4, 2019, for upgrading the design of the Dry Run Creek Interceptor project to accommodate greater wastewater flows from potential development within the collection area; and WHEREAS, the Client and ATS now desire to enter into Supplemental Agreement No. 4 for additional construction -related services. NOW THEREFORE, it is mutually agreed to amend the original Professional Service Agreement as follows: I. Project Description The Dry Run Creek Interceptor Project includes construction of pumping station, force main and sanitary sewer along the San Marnan corridor. The project will provide capacity for continuing to expand the area south of San Marnan Drive and also re -direct flow from the current Tower Park Pumping Station out of Service Area No. 19 to reduce some overloading in the 9th Street corridor. The new pumping station will replace the Tower Park Station. The new force main will take flow from the pumping station to the east along San Marnan Drive (about 2,700 LF) to a gravity sewer system along San Marnan Drive (about 8,500 LF), which will flow east and connect to the existing sanitary sewer along Hess Road. The project provides numerous benefits for economic development and improves flow conditions in a portion of the system which currently experiences overloading during wet - weather flows. This project was first designed and permitted in 2015. After 2015, the City pursued utilizing State Revolving Fund (SRF) as the funding source for the project. The project has had several redesigns since that time that include doubling the capacity of system to allow for more growth in the area served, adding emergency power to Hawkeye Lift Station, revisions required to comply with the updated code requirements in later years and SRF requirements. During the easement acquisition phase, there were a number of items required by one of the landowners that led to some additional design revisions for the project. In addition, during the bidding period, additional soil borings were acquired to further determine the amount of rock removal needed to build the project. AECOM Page 2 This project is currently under construction. This supplemental agreement will provide additional construction -related services required for the larger project. II. Scope of Services The Scope of Services will encompass and include detailed work, services, materials, equipment, personnel and supplies necessary to provide additional construction -related services and engineering assistance for the current project to the City under the SRF process. The Scope of Services is further defined as follows: Task 1 - Submittals. Review shop drawings and other submittals as required of the Contractor by the contract documents for conformance with the design concept of the project and compliance with the information given in the contract documents. Task 2 - Horizontal and Vertical Control. Provide horizontal and vertical control for the project including: • • Grade Stakes - Alignment and grade for pumping station, force main and sanitary sewer. Construction Limits - Identify where needed. Property staking and surveys are not included with the scope of this item. Task 3 - Project Intentions. Answer design interpretation questions from the Client, Contractor, review staff and appropriate agencies. Task 4 - Contractor Payment Applications. Process monthly applications for payment submitted by the Contractor and forward to the Client for execution with recommendations for approval and payment. Task 5 - Field Testing Conformance Review Assistance. Witness/provide, where applicable, field testing of the facilities furnished under the contract to assist in determining conformance with the contract documents. Task 6 - Site Visits by Design Personnel. Visit the construction site by design personnel at appropriate stages of construction to review the quality of the work and to determine, in general, whether the work conforms to the contract documents. Task 7 - Change Order Preparation and Processing. Assist the Client and Contractor in preparing and processing contract change orders. Task 8 - Field Observation. Provide periodic field observation during construction to review the work of the Contractor to determine if the work is proceeding in general accordance with the contract documents and that completed work appears to conform to the contract documents. Staffing requirements may be adjusted during the project in relation to the level of construction activity. Task 9 - Conformance Updates to Client as Needed. Report to the Client any work believed to be unsatisfactory, faulty or defective or does not conform to the contract documents, and advise Client of any work that should be corrected or rejected. Task 10 - Evaluate Contractors Suggestions for Modifications. Consider and evaluate Contractor's suggestions for modifications and report them with recommendations to the Client. Task 11 - Maintain Files During Project. Maintain files for correspondence, reports of the job conferences, shop drawings and sample submissions, reproductions of original contract ,4ECOM Page 3 documents including addenda, change orders, field modifications, additional drawings issued subsequent to the execution of the contract, Engineer clarifications and interpretations of the contract documents, progress reports and other project -related documents. Task 12 - Operation and Maintenance Manuals. Compile Equipment Manufacturer's and Vendors Operation & Maintenance (O&M) material from Contractor and distribute two sets of O&M manuals to the Client at the completion of the project. Task 13 - Start -Up Training Coordination. Coordinate and attend one -day training and start-up sessions by Contractor and equipment manufacturer(s) to orient Client's operating personnel in operation of the facilities. Task 14 - Review of Project. Participate in a review of the project with the Client and review staff near project completion and prepare a list of items to be completed or corrected. Task 15 - Field Observation of Completed Project. Participate in a field observation of the completed project with the Client and review staff before a final application for payment is processed for the Contractor. Task 16 - Revised Plans Showing Changes Made During Construction. Provide the Client with a copy of revised drawings of the construction plans for the project based on the construction observation records of the review staff and Contractor showing those changes made during construction considered significant. Task 17 - Documentation Close -Out. Assist the Client with the final close-out documentation from the Contractor. III. Compensation Compensation for the above services will be on an hourly basis in accordance with Part VI of the original agreement and shall be integrated with the fees in Supplemental Agreement Nos. 1, 2 and 3. The estimated fee is One Hundred Sixty -Nine Thousand Five Hundred Dollars ($169,500.00). IV. In all other respects, the obligations of the Client and the Consultant shall remain as specified in the Professional Services Agreement dated August 18, 2014. IN WITNESS WHEREOF, the parties hereto have executed this Supplemental Agreement No. 4 as of the dates shown below: AECOM TECHNICAL SERVICES, INC, By Douglas W. Sel, P.E. Associate Vice President APPROVED FOR CLIENT: By: Quentin Hart 0:\Administration\AGREE\SUPPLE\SA4 Waterloo Dry Run Creek CRS docx Date July 8, 2020 Date 7/13/2020