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Lock and Dam 21 Bolted Tainter Gate Supply

Department of Defense (DoD) > U.S. Army > ENGINEER DIVISION MISSISSIPPI VALLEYENDIST ROCK ISLAND - STRUCTURAL SHAPES
8(a)HUBZoneSDB
est. $200K – $400K

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Quick Brief

The U.S. Army Corps of Engineers is seeking information on the availability and capability of sources for the fabrication and delivery of new bolted Tainter gates for Lock and Dam 21 in Quincy, Illinois. Key requirements include compliance with AWS D1.1 standards and the ability to fabricate oversized components for barge transport.

Generated 81d ago

Scope & Requirements

The project involves the fabrication and delivery of four bolted Tainter gates measuring approximately 20 feet high by 64 feet long, designed for truck shipping and final assembly offsite.

Evaluation Criteria

  1. Technical
  2. Experience and performance
  3. Organization structure
  4. Work plan

Attachments

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Contract Details

Estimated Value
est. $200K – $400K
Similar contracts award $61$527 (median $183, 86,268 awards)Above typical range
NAICS Codes
Place of Performance
Quincy, Illinois, USA
Set-Asides
8(a), HUBZone, SDB

Qualifications & Eligibility

Past Performance
Relevant experience with heavy structural steel fabrication, complex welded and bolted assemblies, adherence to AWS D1.1 standards, industrial coating systems, and logistics for oversized components, including barge transport.

Agency & Contact

Contracting Organization

Agency
DEPT OF DEFENSE
Sub-Agency
DEPT OF THE ARMY US ARMY CORPS OF ENGINEERS
Office
ENGINEER DIVISION MISSISSIPPI VALLEYENDIST ROCK ISLAND - STRUCTURAL SHAPES

Point of Contact

John A. Smith
Contracting Officer
(202) 555-0100

Key Dates

Published4mo ago
Feb 18, 2026
Last Updated4mo ago
Feb 18, 2026
Became Solicitation4mo ago
Feb 18, 2026
Tracked
Response Date2mo ago
Mar 23, 202610:00 AM
Response Due2mo ago
Apr 1, 2026

Description

U.S. Army Corps of Engineers Mississippi Valley Division - Rock Island District Sources Sought for Lock and Dam 21 Bolted Tainter Gate Supply Purpose and

Objectives: The purpose of this notice is to obtain information regarding: (1) the availability and capability of all qualified sources; (2) whether they are small or large businesses; HUBZone small businesses; service-disabled, veteran-owned small businesses; 8(a) small businesses; veteran-owned small businesses; woman-owned small businesses; or small disadvantaged businesses; and (3) their understanding, capabilities and experience relative to the proposed acquisition to assist the Government in determining the expectation of receiving bids/proposals from responsible small business contractors at fair market prices. Your responses to the information requested will assist the Government in determining the appropriate acquisition method, including whether a set-aside is possible. An organization that is not under the applicable NAICS code can submit a response to this notice, however their capabilities may/may not be assessed for the purposes of this notice. A determination by the Government not to compete this requirement as a set-aside based upon responses to this Notice is solely within the discretion of the Government. The Corps of Engineers (COE), Rock Island District does not intend to award a contract on the basis of responses received, however as a result of this Sources Sought Notice, the COE may issue a solicitation. Interested parties are expected to review this Notice and the Project

Requirements to familiarize themselves with the

requirements of this project.

Background: Lock and Dam 21 is located in Quincy, Illinois, and is situated 324.9 miles above the confluence of the Mississippi and Ohio rivers. Construction began on December 11, 1933, and the facility became operational on July 23, 1938. For more details, visit: https://www.mvr.usace.army.mil/missions/navigation/lock-and-dam-information/lock-and-dam-21/ Project

Requirements: This project involves the fabrication and delivery of new bolted Tainter gates for Lock and Dam 21. The work includes the off-site fabrication of four (4) Tainter gates, measuring approximately 20 feet high by 64 feet long, which are comprised of cold-rolled shapes and welded assemblies. These welded assemblies must comply with AWS D1.1 standards and are designed without fracture-critical members to enhance structural reliability. This new design utilizes a bolted-erection design to facilitate truck shipping of subassemblies to an offsite location for final assembly, allowing for fabrication by facilities with limited crane capacity. Final delivery to the project site is required via barge. This

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