Coos Bay North Jetty Repair
Contract Overview
Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.
AI Contract Overview
This predicted full-recompete opportunity involves the Coos Bay North Jetty Repair project, managed by the Department of Defense through the W071 Endist Portland. The current contract, held by Trade West Construction, Inc., is valued at over 71 million dollars and is expected to end by December 15, 2026. The upcoming solicitation is expected to be a firm fixed price award conducted under full and open competition. The scope of work focuses on mandatory repairs to the toe, side slope, and crest of 2,000 feet of the jetty trunk and head, requiring approximately 24,430 cubic yards of stone. Additional optional work may include repairs to another 3,000 feet of the jetty trunk and root. The project involves significant logistical coordination, including the potential construction of an access ramp and a temporary off-loading facility. Contractors must manage site security and navigate unmaintained single-lane roads on the North Spit, which may require improvements to support heavy construction equipment.
General Info
Place of Performance
Charleston, OR, 974207545, USASet-Aside
Documents
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Timeline
Organization & Contact Information
Full Description
Current Contract: W9127N22C0001 Incumbent: TRADE WEST CONSTRUCTION, INC Contract Value: $71,123,600.61 Potential End Date: 2026-12-15T00:00:00.000Z Competition: FULL AND OPEN COMPETITION Pricing: FIRM FIXED PRICE Classification: full-recompete (Confidence: high - 90/100)
Proposed Coos Bay North Jetty mandatory work includes toe, side slope, and crest repair construction above -18 feet NAVD88 elevation along 2,000 feet of the jetty trunk and head. These sections will be constructed with a crest width of 30 to 40 feet, side slopes of 1V:2H to 1V:2.5V, and a crest elevation of +24.5 feet NAVD88. The estimated stone volume required for the repairs is approximately 24,430 cubic yards with minimum stone densities between 175 and 180 pounds per cubic foot. The jetty head repair includes construction of a toe berm with a crest width and height of 14 feet with side slopes of 1V:2H, and an elevation that varies with the relic stone base elevation. A jetty access ramp may be constructed on the north side of the jetty adjacent to a staging area and above the mean higher high water elevation. A temporary material off-loading facility may also be constructed in an area north of Log Spiral Bay on the east shoreline of the North Spit. Five areas totaling over 56 acres are available for material and equipment staging and storage, although no more than 20 acres can be used at any one time. Optional work includes repairs to 3,000 feet of jetty trunk and root to a crest width of 20 to 30 feet, side slopes of 1V:1.5H to 1V:2H, and crest elevations ranging from +15.5 to 25.5 feet NAVD88. The estimated stone volume for the optional repairs is 33,770 cubic yards with minimum stone densities between 167 and 175 pounds per cubic foot. Access to the north jetty is from the Trans-Pacific Highway to the North Spit roads that are single-lane, unmaintained dirt/sand roads. Portions of these roads are unlikely to support heavy construction vehicles and equipment and the transport of materials without road improvements. The access roads will be closed to the public. During construction, the contractor must maintain locked gates and provide barriers and signage to prevent public access to work areas.
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