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Published January 15, 2026 at 7:00 PM
Updated January 16, 2026
Site work for a water / sewer project in Grand Rapids, Michigan. Completed plans call for site work for a water / sewer project.
This work consists of removal of four low head dams and installation of diverse rock substrate in the Grand River between 400 feet upstream of Bridge Street and Fulton Street. A certified check or bid bond for a sum not less than five percent (5%) of the amount of the Bid will be required with each bid.No bid may be withdrawn for a period of 45 calendar days after the date and time for receiving bids. The City reserves the right to accept or reject any and all Bids; to reject the Bid of a Bidder who is not, in the opinion of the Engineer or City, in a position to perform the contract; to waive informalities, irregularities and technicalities; to reject any and all non-conforming, non-responsive, unbalanced [unreasonable unit price(s)] or conditional Bids; or to advertise for new Bids. The City also reserves the right to award the Contract in the City's best interest, and therefore, may select a Bidder other than the lowest. Question Deadline 01/06/2026- All questions about the meaning or intent of the Bidding Documents shall be submitted to the Engineer in writing. Questions received less than 5 business days prior to the date for opening of Bids will not be answered. 1. The purpose of this project is to restore the rapids, improve public safety, restore aquatic habitat diversity and suitability for native Great Lakes fish and mussel species and enhance river access and use. The following is a list of the main functional enhancement goals for the project. A. Restore rapids and aquatic habitat diversity. B. Promote community stewardship of the river through improved access and improved public safety. C. Maintain and enhance fish passage within the project reach through the removal of passage barriers, improved channel substrate, and channel bed grading. 2. The scope of this project includes the following: A. Demolish and remove four low-head dams B. Construct two grade control features, four bank vane structures, and scattered habitat boulders. Material quantities for these structures include approximately: o 3,800 tons of riprap core structures, o 17,500 tons of coarse alluvium, and o 5,700 tons of boulder structures and emergent habitat boulders. o Haul off and dispose of approximately 13,500 cubic yards of unclassified excavation removed from the channel and banks and dewater as necessary. C. Demolition of existing pavement; miscellaneous site demolition; new concrete sidewalks, retaining walls and seatwalls; site grading; site storm utilities; lawn restoration; riprap structure; and related sitework in Ah-Nab-Awen Park. 3. The project scope also includes the following tasks associated with major in-channel installations: A. Identify and maintain Erosion Control Measures and Best Management Practices (BMPs) and provide a detailed Soil Erosion and Sedimentation Control Plan (ESC) Plan to be submitted prior to construction and reviewed by the Owners Representative. B. Identify and maintain Pollution Control and Prevention Measures and BMPs involved with protecting river and storm waters from construction related activities and provide a detailed Spill Prevention Control and Countermeasure Plan (SPCC) Plan to be submitted prior to construction and reviewed by the Owners Representative. C. Identify and maintain measures necessary to Protect in Place (PIP) existing utilities, structures, bridges, flood protection system components, levees, vegetation, wetlands, cultural resources, properties, and other resources, not specifically identified for disturbance and provide a detailed Resource Protection Plan to be submitted prior to construction and reviewed by the Owners Representative. D. Identify and maintain Traffic Control Measures and BMPs involved with maximizing construction traffic efficiency, limiting interruption to public roadways, and protecting the public and construction personnel from construction related activities. Also provide a detailed Traffic Control Plan (TC) Plan to be submitted prior to construction and reviewed by the Engineer to include pedestrian paths and the river recreation. E. Install Construction Staging Areas and Temporary Construction Access to Staging Areas and the river channel construction zones. F. Provide a detailed Care of Water (CW) Plan detailing the Water Management Systems to be used within all construction areas including cofferdams, pumps, bypasses and settling ponds, to be submitted prior to construction, and reviewed and accepted by the Engineer. G. Identify and prepare all measures necessary to timely modify cofferdam system and submerge the site to safely inundate work prior to an overtopping event. H. Install approximately 120 square yards of Erosion Control Blankets with topsoil and seeding. I. Haul off and dispose of approximately 13,500 cubic yards of unclassified excavation removed from the channel and banks and dewater as necessary. J. Restore any and all construction disturbance areas, staging areas and access areas to equal or better than pre-construction conditions. 4. Project Drawings include 49 pages; G00 is the cover page, G01 through G03 are Sheet Indexes and existing conditions maps, T01 through T10 are Temporary Construction Access and Care of Water Drawings, R.01 through R27 are In-river Construction Drawings, D01 through D03 show In-river Construction Details, P01 through P05 show Ah-Nab-Awen Park Improvement Construction Drawings. 5. Adhere to all Federal, State, and Local laws, regulations, and permits, including: 1. Exhibit A: Michigan Environment, Great Lakes, and Energy (EGLE) Permit #WRP043093 o EGLE Part 301, Inland Lakes and Streams (NREPA, 1994 PA 451) o EGLE Part 303, Wetlands Protection (NREPA, 1994 PA 451) o EGLE Part 31, State Floodplain Regulatory Authority, Water Resources Protection (NREPA, 1994 PA 451) 2. Exhibit B: City of Grand Rapids Land Use and Development Part 91, Soil Erosion and Sedimentation Control (NREPA, 1994 PA 451)
Bid Results
Water / Sewer
$14,562,626.00
Public - City
Site Work
Trades Specified
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