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This Combined Synopsis/Solicitation opportunity from Department Of Defense was posted on July 25, 2025. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Steel Material for Fabrication of Miter Gate Anchorages

Closed
W912ES25QA039Federal

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The contract involves supplying three 4-inch thick ASTM A709 HPS 70WF steel plates, each measuring approximately 8 feet by 20 feet, which will be cut into three equal sections of roughly 8 feet by 6 feet 8 inches. The steel must comply with specific ASTM standards, including chemical composition, tensile strength, hardness, impact resistance, and fracture control requirements, and must adhere to the Buy American Act. The plates are intended for use in fabricating miter gate anchorage components for Locks 5, 6, and 9 along the upper Mississippi River, with delivery required by October 20, 2025, to the US Army Corps of Engineers Service Base in Pleasant Valley, Iowa. The contractor is responsible for providing mill certificates verifying compliance, conducting necessary testing, and ensuring the final product is clean, properly marked, and securely packaged for shipment, which must include bundling with appropriate cribbing. All submittals, including mill certifications, must be electronically submitted before shipment, and delivery must be coordinated with at least 24 hours' notice to facilitate escorted access during designated business hours. The contract is managed by the U.S. Army Corps of Engineers, with designated points of contact for technical and logistical coordination. The project emphasizes strict adherence to material specifications, timely delivery, and proper documentation to ensure the steel plates meet the structural and safety requirements for critical infrastructure components on the Mississippi River.

General Info

U.S. Army Corps contracts ASTM A709 steel plates for Locks 5, 6, 9 fabrication, delivery by 10/20/25.

NAICS

331110 - Iron and Steel Mills and Ferroalloy Manufacturing

Place of Performance

Pleasant Valley, IA, 52767, USA

Set-Aside

NONE

Documents

7

A709 HPS 70WF3 Sample Layout

PDF, High priority: read this firstspecifications
High

ASTM A709/A709M-24 Standard Specification for Structural Steel for Bridges

PDF, High priority: read this first9 pages · specifications
High

Solicitation Amendment 2 - W912ES25QA039

PDF, High priority: read this firstamendment
High

Solicitation W912E25QAD39 - Steel Material for Miter Gate Anchorage

PDF, High priority: read this firstrfq
High

Solicitation W912ES25QA039 Amendment 0001

PDF, High priority: read this firstamendment
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SOW+Attachment.pdf

PDF, High priority: read this first1 page · sow
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Lollipop Yield Model

PDF, Low priorityother
Low

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PhaseClosed
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Combined Synopsis

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Submission Closed

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Organization & Contact Information

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AgencyDepartment Of Defense → W07V Endist St Paul
Contacts2 people available
OfficeSAINT PAUL, MN, 55101-1323, USA
Office AddressSAINT PAUL, MN, 55101-1323, USA

Full Description

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SCOPE OF WORK Steel Material for Fabrication of Miter Gate Anchorages U.S. Army Corps of Engineers, St. Paul District 1. General Description. The Contractor shall provide three (3) ASTM A709 HPS 70WF 4" thick x 8' x 20' steel plates cut into three (3) equal pieces (80" x 96") and include delivery to US Army Corps of Engineers Service Base in Pleasant Valley, IA. The intended use is for the fabrication of miter gate anchorage components for Locks 5, 6 and 9 along the upper Mississippi River. Delivery MUST be no later than October 20, 2025. 2. ASTM A 709 HPS 70WF Plate Specifications. (See ASTM Attachment A 709-24) A. Steel must be compliant with DF ARS 252.225-7030, Restriction on Acquisition of Carbon, Alloy, and Armor Steel Plate. B. Dimensions of master plate is 4" thick x 8' x20' and then cut into three equal sections of 4" x 6' 8" x 8' (plus/minus 1/2"). See attached drawing. C. A 4" x 4" sample of steel to be cut from each piece (see attached pdf for acceptable coupon locations) is acceptable to conduct testing. D. Tensile and hardness testing must meet minimums described in ASTM A 709 Table 1 for HPS70W E. The plate is a tension component of a member that requires fracture control practice. Impact test the plate in accordance with A673/A673M. Results must meet the requirements of ASTM A709 Table 12 for Zone 3 for HPS 70WF. F. Chemical Requirements must conform to ASTM A709 Table 7 for HPS 70W. G. Must conform to Buy American Act. H. Final product shall be clean and free of any oil or grease, dross, slag or burrs. All cut edges (regardless of method) shall have a surface roughness acceptable for welding. I. Final product shall be legibly marked with the applicable designation, grade, heat number, size and thickness, name brand, or trademark of the manufacturer for identification and shipment. J. Bundle and band the steel material as required for shipping, with cribbing at minimum six inches above the base of the shipping platform to allow offloading with a forklift and/or crane. Covering of the material during shipment is not required. K. Mill Certificates shall be submitted after the Contractor verifies the material meets all the aforementioned test requirements. 3. Submittals The Contractor shall submit a verifiable mill certification electronically in pdf format via email to both the Government Contracting Officer's representative and the Government technical point of contact prior to shipment of the material. The mill certificate must match the tag on the material. The Government technical point of contact is: Available at award. 4. Delivery Schedule Delivery of the ASTM A709 HPS 70WF shall be no later than October 20th, 2025. Soonest possible delivery is requested if possible. All material shall be delivered to the following address during business hours of07:00am to 03:00pm, Monday through Thursday, excluding federal holidays. Please give the POC listed below 24 hours advance notice and request ESCORTED entry to the facility. US Army Corps of Engineers MRPO-Service Base 25549, 182nd St. Pleasant Valley, IA, 52767 POC: Available at award.

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