Site work and paving for a mixed-use development in Birmingham, Michigan. Completed plans call for site work for a sidewalk / parking lot; for paving for a sidewalk / parking lot; and water / sewer project.

As of March 8, 2023, project was awarded to FDM Contracting, Inc., awarded amount is $1,062,984.25. This project currently has 2 Addendum on it, to obtain these please contact the Owner Directly The project will include installation of new storm sewer, new water main, new capeseal surface, and miscellaneous curb and sidewalk repairs on Oak Street, Raynale Street, and Westwood Drive in the City of Birmingham. Approximate quantities are as follows: 1,762 linear feet of storm sewer; 1,900 linear feet of water main; 7,300 square yards of new capeseal surfacing, 1,705 square feet of sidewalk; plus other work to make a complete project. Buyers Requirements General Requirements - Bidder Prequalification/Preregistration Required - Bid Deposit Required - Insurance Required - Safety Standards Plan - Samples Required Bonding Requirements - Bid Bond 5 % - Performance Bond 100 % - Maintenance Bond 100 % Question Acceptance Deadline 01/04/2023 05:00 PM EST Questions are submitted online No Fully completed Sworn Statement of Qualifications must be submitted to the Engineering Department of the City of Birmingham prior to the bid opening. This shall be done for the above project before the close of business (5:00 p.m.) on Wednesday, January 4, 2023. The project consists of underground and paving improvements within the Quarton Lake Estates subdivision located in the City of Birmingham, Michigan. It is understood that the project limits include the following roadways: Westwood Drive: Oak Street to Redding Road N. Glenhurst Drive: Raynale Street to Redding Road Lyonhurst Street: Raynale Street to Redding Road Brookwood Street: Raynale Street to Redding Road Oak Street: N. Glenhurst Drive to City Limits Raynale Street: N. Glenhurst Drive to City Limits Underground improvements include local sewer reconstruction, new water main construction, and service lead reconstruction. New sewer and structure depths are estimated at 10 feet below existing pavement grade. The new water main is assumed to be constructed with a minimum of 6 feet of cover. It is our understanding the new water main will be constructed using horizonal directional drilling (HDD) methods and limited conventional open cut for connections and sewer construction. Current plans call for cape seal surface treatments over most of the routes within the project area; however, the pavements along Raynale Street and Oak Street will be reconstructed using either a Portland cement concrete pavement section or bituminous concrete pavement section.