Renovation of a water / sewer project in Ypsilanti, Michigan. Completed plans call for the renovation of a water / sewer project.

Please review the ITB Document and Plans for further details and provide the Required Forms outlined within the Bid with bids at the time of bid opening. Question Acceptance Deadline 12/03/2021 05:00 PM EST Questions are submitted online No Concrete work shall include the furnishing of all labor, materials, formwork, reinforcing, tools, and equipment required to manufacture, transport, place, protect, repair, cure, and finish all concrete work for a complete and functioning installation in accordance with the Contract Documents. B. The CONTRACTOR shall be responsible for all items (openings, rebar, sleeves, inserts, anchorages, etc.) shown on the Plans and those which may not be shown on the Plans but typically are required to be placed in the concrete work. C. Progress of Work 1. If unacceptable concrete strength or air content occurs and additional testing or remedial actions or modifications are required, further concrete work will not be permitted until such testing has revealed the probable cause of the low strength or low air levels and a program of remedial actions or modifications has been implemented. A. Work under this Contract consists of: 1. Transport existing stoplogs from storage at City Facilities to the project site, make minor seal and other repairs (per Allowance) for leak-free use, install stoplogs to dewater gate bay, and remove and store the same at previous location after completion of project. 2. Preparatory blast of the gate at Superior Dam for inspection. Provision of access platforms and fall protection for ENGINEER to make close-up inspection of gate. 3. Steel repairs and replacements on gate based on a quantity estimate presented in the bid form for each item. 4. Miscellaneous unspecified steel repairs on gate. Paid by weight of steel replaced of specified grade and of same shape as removal, and length of cut/weld. Weight and cut/weld quantities are estimated assuming partial replacement of sections of gate skinplate in locations as needed. Actual quantities will be field determined at the time of construction. 5. Sandblasting and recoating of entire spillway gate after steel repairs and replacements are completed. 6. Blasting and recoating of spillway torque tube and hoist machinery housing and outrigger. 7. Replacement of seals on gate. B. Welding shall conform to AWS D1.1 requirements. C. The foregoing descriptions shall not be construed as a complete description of all work required.