Site work for a water / sewer project in Hayward, California. Completed plans call for site work for a water / sewer project.

Sealed bids are invited for the Burke Sewer Lateral Replacement project, as described in the contract documents, drawings, and specifications prepared by the architect. The scope includes all work necessary for the sewer lateral replacement at Burke Academy. Bidders must comply with all requirements for contractor licensing, CUPCCAA registration, and prevailing wage laws. Work must start no later than a specified start date and be completed by the contract deadline. Bids will only be accepted from contractors who attend the mandatory pre-bid walk at the project site. All bids must be sealed, accompanied by the required bid security, and submitted by the indicated deadline. The successful bidder must provide payment and performance bonds and may substitute securities or establish escrow in lieu of retainage as detailed in the contract. Contractors must maintain the required license, and public works contractor registration numbers must be stated for all relevant subcontractors. Bidders must monitor the designated website for addenda and comply with all specified instructions regarding bid submission and contract performance. SITE ADDRESS WILLIAM P. BURKE ACADEMY 612 WEST A STREET HAYWARD, CA 94541 The project is estimated at $90,000. Q/A:- The deadline for submitting any questions/clarifications to the District is February 2, 2026 by 2 PM. All RFIs are to be emailed to Charity Hastings @ chastings@acoe.org. Sewer Lateral Replacement Replace approximately 110 LF of 6-inch sanitary sewer lateral using the pipe-bursting method with butt-fused HDPE (High-Density Polyethylene). (Ref: Sanitary Sewer Note #7; C2.1 pipe callout) Excavate at both ends of the sewer lateral to verify horizontal and vertical alignment prior to pipe-bursting. Reconnect the new HDPE sewer lateral to the existing sewer main within A Street. Reconnect the new sewer lateral to the existing building sewer service line. Install one (1) new 6-inch cleanout in the same location as the existing cleanout. Verify all dimensions, elevations, utility crossings, general notes, keynotes, sanitary sewer notes, and referenced information throughout the plan set prior to quoting and construction.