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File #: 2025-222    Version: 1 Name:
Type: Resolution Status: New Business
File created: 6/30/2025 In control: Operations and Resources Committee
On agenda: 7/9/2025 Final action:
Title: Requisition No. REQ-0002690 Lonyo Sewer Rehabilitation CIP# 260210/BCE Score: N/A
Sponsors: Navid Mehram
Indexes: Wastewater Operations
Attachments: 1. Req-0002690.ProcurementBoardReport, 2. Req-0002690.CostTabulation
Date Ver.Action ByActionResultAction DetailsMeeting DetailsVideo
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Title

Requisition No. REQ-0002690

Lonyo Sewer Rehabilitation

CIP# 260210/BCE Score: N/A

 

Body                     

Agenda of:                     July 23, 2025

Item No.:                     2025-222

Amount:                     $17,885,875.00

 

TO:                     The Honorable

                     Board of Directors

                     Great Lakes Water Authority

 

FROM:                     Suzanne R. Coffey, P.E.

                     Chief Executive Officer

                     Great Lakes Water Authority

 

DATE:                     June 30, 2025

 

RE:                     Requisition No.  REQ-0002690

                     Lonyo Sewer Rehabilitation

                     Vendor: Marra Services, Inc.

                     Status: New Contract/PO

 

 

MOTION

Upon recommendation of Navid Mehram, Chief Operating Officer - Wastewater Operating 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-0002690, “Lonyo Sewer Rehabilitation” with Marra Services, Inc., at a cost not to exceed $17,885,875.00 for a duration of 1,095 days; and authorizes the CEO to take such other action as may be necessary to accomplish the intent of this vote. 

 

BACKGROUND

GLWA systematically reviews and prioritizes various sewers and interceptors for inspection and rehabilitation. One sewer identified for further investigation, on the basis of inspections, is the Lonyo Sewer. The Lonyo Sewer begins at the intersection of Lonyo St. and Kirkwood Ave. and extends south down Lonyo St., then through Patton Park to its termination point at the Baby Creek Combined Sewer Overflow (CSO) Facility. The Lonyo Sewer is a double-barrel, cast-in-place concrete box sewer, ranging in size from 14’-6” by 14’-6” to 14’-6” by 17’-6”. There is also a depressed triple-barrel, concrete-lined 11’-6” diameter brick section of the Lonyo Sewer located under numerous railroad lines. The sewer was constructed in 1921. Recent inspections of this sewer have indicated deterioration consistent with assets of this age.

JUSTIFICATION

On the basis of detailed engineering inspections performed as part of GLWA Contract No. 2201041, the Lonyo Sewer was found to have a number of defects consistent with its age, including ongoing infiltration, spalled and deteriorated concrete, deteriorated lateral taps, debris accumulation, and other defects. Additionally, the depressed triple-barrel section was not able to be fully inspected due to excessive debris accumulation and high-water levels, and the section of Lonyo Sewer through Patton Park typically has high water levels that prevent regular access and maintenance. This project is planned to first implement various flow control and access improvements to facilitate access and work in these areas, then to address the identified structural and Operations and Maintenance (O&M) defects throughout the full length of the Lonyo Sewer. The flow control and access improvements have both short-term and long-term benefits. The project is intended to extend the service life and improve the reliability of the Lonyo Sewer.                     

FINANCIAL PLAN IMPACT

The proposed Lonyo Sewer Rehabilitation project was included in the Board approved 2025-2029 Capital Improvement Plan. The proposed contract award of $17,885,875.00 is within the remaining $23,545,914.42 construction budget as shown in the table below. Please note that the amounts in the 2025-2029 Capital Improvement Plan are for a projected scope of work that covers four additional sewers not included in this requisition (Ashland Relief, Linwood, Second Avenue, and Shiawassee).

Funding Source: 5421 Sewage Disposal Construction

Cost Center:                      880000 Capital Improvement Program

Expense Type:                      616900 Design/Engineering

616900 Construction

Estimated Cost by Year and Related Forecast Variance:

Fiscal Year                                                                                                                              Amount

Prior FY Planned Spend                                                                                         $2,319,000.00

FY 2026 Planned Spend                                                                                        $4,533,000.00

FY 2027 Planned Spend                                                                                     $10,162,000.00

FY 2028 Planned Spend                                                                                       $9,341,000.00

FY 2029 Planned Spend                                                                                       $3,136,000.00

FY 2030+ Planned Spend                                                                                            $84,000.00

Total Planned Spend                                                                                     $29,576,000.00

Total FY 2026 Spend                                                                                       $6,030,085.58

Maximum Requisitions                                                                                     $23,545,914.42

Current Requisitions                                                                                     $17,885,875.00

Forecast Variance ((Negative)/Positive)                                             $5,660,039.42

 

COMMITTEE REVIEW

This item was presented to the Operations and Resources Committee at its meeting on July 9, 2025.

SHARED SERVICES IMPACT

This item does not impact the shared services agreement between GLWA and DWSD.