Site work for a transportation facility in Portland, Oregon. Completed plans call for site work for a transportation facility.

Estimated Bid Value $991,800 The bid shall be accompanied by bid security. The security shall be a certified or cashier's check, an irrevocable letter of credit, or a bid bond made payable to the Port of Portland. Checks shall be drawn on a United States bank. Irrevocable letters of credit shall be issued by a bank as defined in ORS 706.008. Bid bonds shall be executed by a surety company licensed to do business in the State of Oregon. The amount of the check, letter of credit, or bond shall be equal to at least 10 percent of the total amount bid. The check, letter of credit, or bond will be held by the Port as security and a guaranty that the bidder will execute the Agreement, give satisfactory evidence of insurance, and furnish a 100 percent performance bond and a 100 percent labor and material payment bond. Q&A Deadline 03/11/2025 5:00 PM (PST) Online Q&A Yes Contact Info Kim Alandar kim.alandar@portofportland.com Joint and crack sealing and spall repair of the Reserve Ramp. Hard copies are not available for purchase through this site. Prequalification is not required for this work. The contractor or a subcontractor need not be licensed for asbestos work under ORS 468A.720. The Port may reject bids that do not comply with applicable public contracting procedures and requirements. The Port may reject for good cause any or all bids if the Port finds that doing so is in the public interest. Bidder compliance for this project includes the following: A. Bids must be on the Portis bid form and must be accompanied by bid security made payable to The Port of Portland in an amount equal to at least 10 percent of the total amount bid. Existing concrete does not have a 1/4-inch chamfer. Since all existing joints are to be widened, fresh chamfers will need to be cut. We do not have photos of all bid items due to variability in conditions. The conditions vary and there was an optional pre-bid walk where the conditions could be assessed. D6690 is acceptable. All spalls are to be epoxy filled.