Site work, paving and new construction of a civil project in Cold Bay, Alaska. Completed plans call for the construction of a bridge / tunnel; for paving for a bridge / tunnel; for site work for a bridge / tunnel; road / highway; road / highway; and water / sewer project.

The DB Project consists of work including engineering, environmental permitting, and construction related to the ferry terminal access road, uplands development areas, and material procurement for the marine causeway. The project includes the final design and construction of an access road for the end of Glacier Highway to the ferry terminal uplands site, a bridge over Cascade Creek along the access road, a locking access gate to restrict vehicle access at the project limits, and all initial site preparation and construction to top of subgrade and retaining wall construction for the upland ferry terminal site, and to secure, sort, and stockpile material for the marine causeway on the upland Ferry Terminal site for future placement into the marine causeway. Engineers Estimate Range: Between $20,000,000 and $30,000,000 To be responsive, a bid must include a bid guaranty equal to 5% of the amount bid. The apparent successful bidder must furnish a payment bond in the amount of 100% of the contract and a performance bond in the amount of 100% of the contract as security conditioned for the full, complete and faithful performance of the contract A bidder may direct questions concerning bidding procedures and requirements to: Jenny Huntley, Chief of Contracts or her designee, at the location stated above. Phone: (907) 465-4420 AK DOT - RFP D/B - Cascade Point Ferry Terminal Stage 1 Design Build *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document. The Contract cap for the Project is $28,725,000 Surfaces of bearing and base plates and other steel surfaces that contact each other or concrete surfaces must be flat to within 1/32 inch in 12 inches and 1/16 inch overall. Surfaces of bearing and base plates and other steel bearing surfaces that contract grout, preformed fabric pads, or elastomeric bearing pads must be flat to withing 1/8 inch in 12 inches and 3/16 inch overall.