WRC: Walnut Lake No. 2 Conveyance CAP Phase II

Closed State & local contract opportunity Posted

Solicitation number
Oak-0000000922
State
Michigan
Responses due

Opportunity facts

Point of contact

Opportunity details come from bidnetdirect.com. Updated .

About this opportunity

The Oakland County Water Resources Commissioner is soliciting bids for the Walnut Lake No. 2 Conveyance CAP Phase II project, a complex sewer infrastructure renewal initiative involving the Detroit Water and Sewerage Department and Great Lakes Water Authority. The project requires comprehensive sewer system modifications, including removing existing 78-inch and 66-inch diameter siphon pipes, constructing temporary bypass conduits, slip lining and grouting existing pipes, and modifying junction and meter chambers. Key deliverables include hand-mining new tunnel alignments, installing new 66-inch and 78-inch diameter sanitary sewers, constructing a new 96-inch sluice gate with electrical connections, and abandoning multiple existing sewer lines along the M-39 Southfield Freeway and M-102 West Eight Mile Road. Electronic sealed bids will be received until June 25, 2025, at 3:00 PM, with a recommended pre-bid meeting and site tour scheduled for June 5, 2025, at 21455 Melrose Ave., Bldg R, Suite 12, Southfield, MI. Contractors must demonstrate extensive technical capabilities in underground infrastructure work, tunneling, and complex municipal utility system modifications.

The project is partially funded through the Clean Water State Revolving Fund (CWSRF) with project number CW5872-01, and includes specific state and federal contracting requirements. Disadvantaged Business Enterprise (DBE) participation is mandatory, with contractors required to demonstrate good faith efforts to solicit DBE subcontractors and complete detailed outreach documentation. The project incorporates Build America, Buy America provisions, prohibitions on certain telecommunications equipment, Davis-Bacon prevailing wage standards, and federal debarment certification requirements. Bidders must submit a certified check, cashier's check, or bid bond for 5% of the proposal amount, with an Owner-Controlled Insurance Program (OCIP) providing certain liability and property insurance coverage. While specific total project budget is not explicitly stated, the comprehensive nature of the infrastructure work suggests a substantial municipal investment, with multiple allowance items including $51,000 for integration services, $100,000 for telemetry integration, and $20,000 for utility work. The contract includes provisions for liquidated damages and requires extensive documentation of technical capabilities, safety certifications, and compliance with federal and state infrastructure project guidelines.

Opportunity text

This project includes removal of an existing 78-inch and 66-inch diameter sewer siphon pipe connection between the Evergreen-Farmington Sanitary Drain and Great Lakes Water Authority (GLWA) to the 96-inch diameter sewer. The new alignment will be hand mined over the top of the existing siphon. This section of the sewer is owned by Detroit Water and Sewerage Department (DWSD) and leased/operated by the Great Lakes Water Authority (GLWA). The project details consist of: 1. Construction of a temporary in-line flow sewer bypass conduit using existing 78-inch and 66- inch diameter siphon. This project requires temporary flow control management. 2. Slip line and grout the existing 66-inch and 78-inch diameter siphon with a 54-inch pipe. 2. Modifications to the existing Junction Chamber, Riser Chamber, and Meter Chamber OC-S-1, including structural, electrical, and telemetry components. 4. Construction of new 66-inch diameter sanitary sewer between manhole SOT140007 and Junction Chamber 5. Construction of new 78-inch diameter sanitary sewer tunnel between the existing EvergreenFarmington Flume and Meter Chamber. 6. Abandoning existing 78-inch and 66-inch diameter sanitary sewers 7. Construction of a new sanitary manhole over an existing 96-inch diameter sanitary sewer located on the M-39 Southfield Freeway, with a 21-inch Diameter sewer connection with drop connection. 8. Construction of new 96-inch diameter sanitary sewer tunnel between the existing Junction and riser Chamber. 9. Abandoning existing 78-inch and 66-inch diameter sanitary sewers. 9. Abandoning existing 21-inch and 42-inch diameter sanitary sewers located in M-39 Southfield freeway and M-102 West Eight Mile Road. 10. Procurement and installation of a new 96-inch sluice gate, actuator, and establishing electrical connections. 10. Structural and site concrete work, asphalt paving, grading, and landscaping.

Files

File Type Posted
19880901_PCI-41 EF Relief Outlet Sewer Section II - Complete Set.pdf PDF
33 40 00 - Temporary Flow Diversion and Bypass Pumping (1).pdf PDF
24-162 Pre-bid meeting sign in.pdf PDF
Addendum 3 attachments (1).pdf PDF
ADDENDUM #3 922.pdf PDF
24-162 Pre-bid meeting sign in.xlsx XLSX spreadsheet
EQP1451-Equivalency-Projects-Contract-Boilerplate-Language.pdf PDF
Addendum #1.pdf PDF
DC-123.pdf PDF
OCWRC_Walnut 1 CAP_EFSD Outlet Siphon Phase 2_IFB Plans (1) (1).pdf PDF
DC-116.pdf PDF
OCWRC Walnut 1 CAP EFSD Outlet Siphon Phase 2 IFB Plans_Addendum 3.pdf PDF
OCWRC_Walnut CAP1 EFSD 21 inch Sewer Abandonment_FKE Geotech Data Report_24-162_04-27-2025.pdf PDF
DC-123 (1).pdf PDF
SAN-1233EV-RD-MI-CONT3-SHT14AOF17.TIF TIF image
PCI-41 EF Relief Outlet Sewer Section II - Complete Set Final Connection (1).pdf PDF
DC-675.pdf PDF
SAN-1233EV-RD-MI-CONT3-SHT14OF17.TIF TIF image
SAN-1233EV-RD-CO-CONT3.TIF TIF image
EQP1451-Equivalency-Projects-Contract-Boilerplate-Language Project.pdf PDF
SAN-1233EV-RD-MI-CONT3-SHT15OFR17.TIF TIF image
SAN-1233EV-RD-PP-CONT3-SHT2OF17.TIF TIF image
PC-637 (1).pdf PDF
SAN-1233EV-RD-PP-CONT3-SHT1OF17.TIF TIF image
SAN-1233EV-RD-PP-CONT3-SHT3OF17.TIF TIF image
SAN-1233EV-RD-PP-CONT3-SHT11OF17.TIF TIF image
SAN-1233EV-RD-PP-CONT3-SHT9OF17.TIF TIF image
SAN-1233EV-RD-PP-CONT3-SHT4OF17.TIF TIF image
SAN-1233EV-RD-PP-CONT3-SHT16OF17.TIF TIF image
SAN-1233EV-RD-SD-CONT3-SHT13AOF17.TIF TIF image
SAN-1233EV-RD-PP-CONT3-SHT7OF17.TIF TIF image
SAN-1233EV-RD-PP-CONT3-SHT17OF17.TIF TIF image
SAN-1600EV-CP-PP-SHT1319.TIF TIF image
SAN-1233EV-RD-SD-CONT3-SHTA.TIF TIF image
SAN-1233EV-RD-PP-CONT3-SHT8OF17.TIF TIF image
SAN-1600EV-CP-PP-SHT1320.TIF TIF image
SAN-1600EV-CP-PP-SHT1321.TIF TIF image
SAN-1233EV-RD-SD-CONT3-SHT12AOF17.TIF TIF image
SAN-1600EV-CP-PP-SHT1323.TIF TIF image
SAN-1600EV-CP-PP-SHT1326.TIF TIF image
SAN-1233EV-RD-SD-CONT3-SHT13OF17.TIF TIF image
SAN-1600EV-CP-PP-SHT1325.TIF TIF image
SAN-1600EV-CP-SD-SHT1335.TIF TIF image
Siphons Phase 2 Presentation Slides.pdf PDF
01 22 00 - measurement and payment.pdf PDF
SAN-1600EV-CP-PP-SHT1328.TIF TIF image
Walnut Lake No.1 Conveyance CAP Phase II Specs 5-21-2025 (1).pdf PDF
DC-117.pdf PDF
SAN-1600EV-CP-SD-SHT1334.TIF TIF image
FLow Control Pages from OCWRC_Walnut 1 CAP_EFSD Outlet Siphon Phase 2_IFB Specifications_ASI.pdf PDF
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