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This Sources Sought opportunity from Department Of Defense was posted on May 11, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

McNary Downstream Miter Gate Replacement

Closed
W912EF26RSS26Federal

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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The U.S. Army Corps of Engineers, Walla Walla District, is conducting market research for the McNary Downstream Miter Gate Replacement project, identified by solicitation number W912EF26RSS26, with a tentative contract award expected in April 2028. This effort involves replacing two massive miter gate leaves, each weighing 425 tons and measuring 53.5 feet wide by 106 feet tall, along with associated mechanical systems, pintle balls, and sill beams at McNary Dam in Oregon. The project requires all gate components to be fabricated and coated in a shop using ASTM A709 Grade 50 steel and AWS D1.5 Bridge Welding Code with Fracture Critical Member provisions, delivered intact by barge to the site, and installed during a strict 16-week window from January to April 2030 coinciding with the Columbia River Navigation Outage. Fabrication must be completed by December 2029, and only shops holding specific AISC certifications—IBR, ABR, or HYDA with Fracture Control Endorsement—are eligible to fabricate, while coating must be applied by personnel certified under SSPC QP 1 or the AISC Complex Coating Endorsement using USACE System 5-E-Z Impacted Immersion Vinyl. A firm-fixed-price contract will be awarded with mandatory 100% performance and payment bonds, and the NAICS code 237990 applies, with a small business size standard of $45 million. Interested parties must submit their business size status, CAGE and UEI numbers, bonding capacity statement, intent to propose, subcontracting plan, three relevant past projects with references, and confirm feasibility of critical logistical elements including barge delivery, crane size and site access, and installation within the narrow timeline. No formal solicitation is currently active; this is a pre-solicitation request for information with a response deadline of May 29, 2026, to be sent electronically to the designated Contract Specialist.

General Info

US Army seeks contractors for $25-$100M miter gate replacement, fabrication, installation by 2030.

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

OR, 97882, USA

Set-Aside

NONE

Documents

2

McNary+Navlock_Site+Plan_Downstream+Miter+Gate+Lift.pdf

PDF

W912EF26RSS26+Sources+Sought+MNA+DS+Miter+Gate+Replacement.pdf

PDF

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Timeline

1 update
PhaseClosed
Posted

Sources Sought

Notice updated

Response deadline changed from May 12, 2026 to May 29, 2026. The notice description changed.

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyDepartment Of Defense → US Army Engineer District Walla Wal
Contacts1 person available
OfficeWALLA WALLA, WA, 99362-1876, USA
Office AddressWALLA WALLA, WA, 99362-1876, USA

Full Description

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W912EF26RSS26


The US Army Corps of Engineers, Walla Walla District is seeking interested business sources for a construction project entitled: McNary Downstream Miter Gate Replacement. The construction will occur at the locations listed below.  This solicitation will result in an award of a firm-fixed-price construction contract.  The magnitude of construction is estimated to be between $25,000,000 and $100,000,000. 100% performance and payment bonds will be required. The North American Industry Classification System (NAICS) code for this project is 237990 – Other Heavy Civil Engineering and Construction and the associated small business size standard is $45.0 million.  


This sources-sought notice is a tool to identify businesses with the interest in and capability to accomplish the work. Please respond only if you intend to propose on this project when it is solicited in the future. This is not a solicitation.



Responses to this sources sought notice should include the following information: 


  1. A list of no more than three current or past projects demonstrating technical experience with work of a similar nature to that listed in the Summary Scope of Work. For each project submitted, provide a brief narrative statement of the work involved, how it relates to the described herein and your company’s role in the project, the dollar value, and the completion date. Include a statement detailing any special qualifications and certifications, applicable to the scope of this project, held by your company and/or in-house personnel.
  2. A reference list for each of the projects submitted.  Include the name, title, phone number, and email address for each reference.
  3. If subcontracting, state what percentage overall will be subcontracted and what portions of the work would be subcontracted.
  4. Provide a statement of your company’s business size status (Large, Small, HUBZone, Service Disabled Veteran Owned, 8(a), small disadvantaged, or woman-owned) with regard to the NAICS code listed above. 
  5. Provide a statement that your company intends to submit an offer on the project when it is advertised.
  6. Provide a statement of your company’s bonding capacity.  A statement from your surety is NOT required.
  7. Cage Code and SAM.gov Unique Entity ID (UEI) number.

This sources sought notice is for market research and planning purposes only and is not to be construed as a commitment by the Government to pay for information submitted in response to this request. No reimbursement will be made for any costs associated with providing information in response to this notice. Respondents will not be notified of the results of the market analysis and debriefings will not be available. It is the reader's responsibility to monitor the Government Point of Entry (GPE) via SAM.gov Contract Opportunities for any resultant or future solicitation package(s) that may be issued.


Submit this information to Preston Jones, Contract Specialist, via email to contact@example.gov.  Your response to this notice must be received on or before 3:00 PM on May 12, 2026.


UPDATE: Feedback is now requested on or before 3:00 PM on May 29, 2026.



Summary of Scope of Work:



Replacement of the existing two-leaf arch rib miter gate, mechanical equipment and embedded pintle ball and sill beam.


Leaf Weight (each): 425 Tons (850,000 pounds).


Leaf Dimensions (each): 53.5 feet wide, 106 feet tall



Specifications:


Gates (each leaf) must be fabricated and coated in the shop and delivered to the site in one piece by barge.


Gate weldment:


ASTM A709 Grade 50 steel


AWS D1.5 Bridge Welding Code with some Fracture Critical Members (FCM)


AISC fabricator certification (required for each shop performing fabrication, must have at least one): Certified Bridge Fabricator – Intermediate (IBR) with Fracture Control Endorsement (FCE) OR Certified Bridge Fabricator – Advanced (ABR) with Fracture Control Endorsement (FCE) OR Certified Hydraulic Fabricator – Advanced (HYDA)



Coating:


USACE System 5-E-Z Impacted Immersion Vinyl


Painter Certification Required: SSPC QP 1 OR AISC Complex Coating Endorsement



Tentative Schedule (subject to change):


Contract Award April 2028 (NTP)


Fabrication Complete December 2029 (20 months from NTP)


Site Work Window is 16 weeks during the 2030 Extended Columbia River Navigation Outage, January 2030 to April 2030




Information Needed


  1. Fabrication time: Is 20 months enough time?
  2. Barge delivery: Is it feasible to fabricate each leaf in one piece and load onto barge for delivery?
  3. Crane: Is it feasible to remove old gates and install new gate with a crane in one piece? See attached site plan.
    1. What size crane is needed? Is this crane available?
    2. What is the crane footprint and does the site have this space?
  4. Site installation. Is it feasible to install the new gate in the nav outage work window (16 weeks)?
    1. Remove old gate leafs and load onto barge with heavy crane.
    2. Demolish embedded wall quoins, sill beam and pintle bases.
    3. Set new sill beam and pintle bases, form, pour and cure concrete
    4. Set new wall quoins and pour epoxy backing
    5. Demo and install gate machinery
    6. Pick and set new gate leafs off barge with heavy crane.
    7. Align gate leafs, set seal blocks (quoin and miter).
    8. Lock in seal blocks (quoin and miter) with epoxy backing.


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