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Steel Framing Installation for Drywall Partitions

Active

State & Local

Response Deadline05/07/2030, 12:00:00 AM UTC

Contract Overview

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

AI Contract Overview

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This subcontract, issued by Sourcewell, covers the supply and installation of steel framing for interior drywall partitions. The scope of work requires strict adherence to ASTM C 754 standards, encompassing precise stud layout and secure anchoring. All installations must meet specific structural performance criteria, specifically regarding transverse load capacities and L/240 deflection limits. The project is categorized under NAICS code 238120. While the solicitation was posted on April 10, 2025, the response deadline is set for May 7, 2030. Further details regarding the cooperative purchasing agreement can be accessed through the provided Sourcewell portal.

General Info

Sourcewell subcontract for steel framing installation of interior drywall partitions per ASTM standards.

Agency

NAICS

238120 - Structural Steel and Precast Concrete Contractors

Place of Performance

MN, USA

Set-Aside

NONE

Documents

This scope was carved out of MI-041025.

The full solicitation package (8 documents), including the RFP, is on the prime solicitation, not on this scope.

View the prime solicitation

Prodigy Building Solutions, LLC — MI - Region 5 - Roofing / Waterproofing

AI Contract Breakdown

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Timeline

PostedApr 10

subcontract

Response DeadlineMay 7

Submission deadline

Response Deadline

05/07/2030, 12:00:00 AM UTCin over 3 years

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Organization & Contact Information

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AgencySourcewell

ContactsNo contacts available

OfficeN/A

Organization / AgencySourcewell

Office AddressN/A

ContactsNo contact information available

Full Description

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Supply and installation of steel framing for interior drywall partitions per ASTM C 754, including accurate stud layout, anchoring, and compliance with structural performance criteria such as transverse load and L/240 deflection limits.

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