Site work for a water / sewer project in Whitefish Bay, Wisconsin. Completed plans call for site work for a water / sewer project.

The project consists of installing approximately 7,066 linear feet of 8-inch diameter cured-in-place pipe lining and other associated items. Bidders are required to furnish bid security and show proof of responsibility in accordance with section 66.0901 of the Wisconsin Statutes. Bidders must obtain all bidding documents through Clark Dietz, Inc. for a specified download delivery fee. The bid must be accompanied by required security and submitted by the deadline at the specified location. All labor, equipment, tools, supervision, machinery, supplies, and materials necessary to complete the work must be furnished. The bid must be submitted in accordance with the instructions, which include submitting qualification statements, following site access protocols, and adhering to requirements for subcontractors, suppliers, and insurance. The successful bidder will be required to execute the agreement, provide necessary bonds and insurance, and attend a pre-construction meeting. Liquidated damages will apply for work not completed within the specified timeframes. The scope of work is generally described as the "2026 Sewer Lining Project" for the Village of Whitefish Bay, Milwaukee County, Wisconsin, designed by Clark Dietz, Inc. The work must be completed according to the terms and conditions in the contract documents, specifications, and drawings. Question Deadline 01/20/2026 All questions about the meaning or intent of the Bidding Documents are to be submitted to Engineer in writing. Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda delivered to all parties recorded as having received the Bidding Documents. Questions received less than seven days prior to the date for opening of Bids may not be answered. Only questions answered by Addenda will be binding. The intent of this work is to provide for the rehabilitation of sanitary sewer pipe by the installation of a resin-impregnated flexible tube using the process of cured-in-place-pipe (CIPP) lining. This tube shall be inverted into the original host sanitary sewer pipeline and expanded to fit tightly against said pipeline using water or air pressure. The resin system shall then be cured by elevating the temperature of the water or air used for the inflation to a level sufficient for the initiators in the resin to affect a thermosetting reaction. SCOPE OF WORK 1. Pre-cleaning and inspection: the contractor shall clean the sanitary sewer pipe to be lined thoroughly before commencement of the CIPP process. Root masses, debris, protruding laterals, mineral and other attached deposits, or any other matter not herein defined, shall be removed from the sanitary sewer system at this time. A complete closed-circuit television (CCTV) inspection of each line segment shall be included in this process to document the condition of the pipe post cleaning but prior to the CIPP lining and verify location of all laterals to be reinstated after installation of lining. 2. Cured-in-place-pipe lining: the intent of the CIPP process is to rehabilitate the sanitary sewers as identified by the engineer and owner to the extent required by the applicable ASTM standards referenced in section C of this item. This process shall conform to all requirements for liner thickness, cure time, inversion method(s), testing, quality control, and other methods and process as may be specified herein. 3. Temporary bypass pumping: contractor shall provide such piping, pumping, connections, fittings, and other appurtenances as necessary to bypass flows. There shall be neither disruption of flow to the existing lines caused by the installation of this bypass, nor shall any sewer spills or overages be caused as a result of this action. The Owner shall approve bypass plan prior to implementation including which manholes used for bypass discharge. 4. Reinstatement of laterals and connections: this work includes the reinstatement of all laterals and other connections that may be temporarily blocked as a result of the CIPP process. The contractor shall use a mechanical cutter or other means as approved by the engineer to place these connections back in service as soon as practicable after the curing process is complete. 5. Post installation inspection and documentation: after the installation and curing of the CIPP liner, and after the reinstatement of laterals or other connections, the contractor shall perform a CCTV inspection to document the condition of the rehabilitated pipes and lateral connections. Contractor to complete temperature sensor monitoring 6. Traffic control: the contractor shall be solely responsible for all signage, flagging, cones, personnel and any other item or personnel required for traffic control. 1) Substantial Completion: April 24, 2027 2) Final Completion: May 8th, 2027