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File #: 2025-282    Version: 1 Name:
Type: Resolution Status: New Business
File created: 8/29/2025 In control: Operations and Resources Committee
On agenda: 9/10/2025 Final action:
Title: Requisition No. REQ-0000326 Northeast Water Treatment Plant Structural Repairs CIP #112007 / BCE Score: 95.20
Sponsors: Cheryl Porter
Indexes: Water Operations
Attachments: 1. REQ-0000326 Procurement Board Report, 2. REQ-0000326 Cost Tabulation - Notice of Respondents, 3. REQ-0000326 Vendor Response Follow-up
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Title
Requisition No. REQ-0000326
Northeast Water Treatment Plant Structural Repairs
CIP #112007 / BCE Score: 95.20
Body
Agenda of: September 24, 2025
Item No.: 2025-282
Amount: $5,863,445.00

TO: The Honorable
Board of Directors
Great Lakes Water Authority

FROM: Suzanne R. Coffey, P.E.
Chief Executive Officer
Great Lakes Water Authority

DATE: August 29, 2025

RE: Requisition No. REQ-0000326
Northeast Water Treatment Plant Structural Repairs
Vendor: Smith's Waterproofing, LLC
Status: New Contract/PO


MOTION
Upon recommendation of Cheryl Porter, Chief Operating Officer - Water and Field Services, the Board of Directors (Board) of the Great Lakes Water Authority (GLWA), authorizes the Chief Executive Officer (CEO) to enter into Requisition No. REQ-0000326, "Northeast Water Treatment Plant Structural Repairs" with Smith's Waterproofing, LLC, at a cost not to exceed $5,863,445.00 for a duration of 730 days; and authorizes the CEO to take such other action as may be necessary to accomplish the intent of this vote.
BACKGROUND
The Northeast Water Treatment Plant (NEWTP) was constructed in 1953 and consists entirely of reinforced concrete frames and slabs. NEWTP header galleries, beams that are positioned above wall openings (windows and doors), have had water infiltration issues for years. This water infiltration is causing corrosion to concrete, rebars, catwalks, stairs, and a 54-inch discharge header that collects and distributes water from multiple sources before discharging to a designated location. Current concrete structure slabs and beams are losing the bonding with rebars, causing concrete to fall to the ground. The filter gallery and low lift walls have cracks and cause water leakage. The Wash Water Building has concrete falling from the second floor. Decks are eroding and have loosened concrete. The granite fascia plant entranceways and trades are loose and likely to collapse, and doors are misaligned and lack secure closing.
JUSTIFI...

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