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Structural and Non-Structural Steel Framing

Active
State & Local

Contract Overview

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

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This subcontract involves the installation of cold-formed steel framing for prime contractors working on City of Fredericksburg courthouse projects. The scope of work includes the installation of structural CFS according to Section 054000 and non-structural CFS for interior partitions as specified in Section 092216, with the final deliverable being completed wall and ceiling framing. The project is located in Fredericksburg, Virginia, and falls under NAICS code 238120. Interested parties must submit their responses by the deadline of December 7, 2026, at 4:00 PM.

General Info

CFS framing installation for Fredericksburg courthouse projects; responses due by December 7, 2026.

Place of Performance

Fredericksburg, VA, USA

Set-Aside

NONE

Documents

This scope was carved out of 27-0011.

The full solicitation package (4 documents), including the RFP, is on the prime solicitation, not on this scope.

View the prime solicitation

27-0011 Courthouse Renovations

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Organization & Contact Information

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AgencyVirginia → City of Fredericksburg
ContactsNo contacts available
OfficeN/A
Office AddressN/A
ContactsNo contact information available

Full Description

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Installs cold-formed steel framing for prime contractors on City of Fredericksburg courthouse projects. Installs structural CFS per Section 054000 and non-structural CFS for interior partitions per Section 092216. Delivers completed wall and ceiling framing.

Similar Contracts

Same NAICS industry code

NAICS: 238120
New
Federal
Request for Information for On-Site Fabrication and Assembly of a Three-Bay High-Performance Magazine (HPM) Structure
Solicitation # W912HZ27X1CTB
The U.S. Army Corps of Engineers Engineer Research and Development Center is conducting market research via a Request for Information to identify US-based contractors capable of the on-site fabrication and final assembly of a three-bay, monolithic reinforced concrete High-Performance Magazine structure. Located at Range 19, Fort Polk, Louisiana, this experimental test structure will be cast-in-place and is intended for eventual destruction. The scope of work includes the procurement and installation of Grade 60 reinforcing steel, 10,000 PSI self-consolidating concrete, structural sand fill with a density of 100 PCF, and the construction of three reinforced concrete doors and a protective sand/earth berm. The project requires a contractor with expertise in high-strength self-consolidating concrete, robust engineered formwork systems, and the installation of continuous, non-spliced rebar. All site activities must be completed within 240 days of contract award, with a mandatory 14-day mobilization notice provided to the Technical Point of Contact. The government requires strict adherence to ASTM standards for concrete compressive strength, slump flow, and ready-mix requirements, with precise dimensional tolerances of +/- 0.5 inches for overall dimensions and +/- 0.375 inches for wall and slab thicknesses. Interested vendors must submit their capabilities statements and responses to specific technical questions by November 4, 2026.
W2R2 USA Engr R & D Ctr

POSTED

1 day ago

DEADLINE

in 12 days
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