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Steel Column Repair and Reinforcement

Active

State & Local

Response Deadline09/24/2026, 04:00:00 PM UTC

Contract Overview

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

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This subcontract, titled Steel Column Repair and Reinforcement, involves performing structural steel repairs to a damaged building column for prime contractors on MCAS Cherry Point facility projects in Havelock, North Carolina. The scope of work focuses on correcting column flange distortion by welding ASTM A-36 steel plates and shear reinforcement plates to the inside column flange using E-70 electrodes. All welding activities must strictly adhere to AWS D1.D1 standards and General Decision Number NC20260018 to ensure the delivery of a fully reinforced and repaired structural steel column. The project falls under NAICS code 238120 and is managed by the Bristol Alliance of Companies.

General Info

Steel column repair and reinforcement at MCAS Cherry Point using AWS D1.D1 standards.

Agency

Bristol - North Carolina → Bristol Alliance of CompaniesView Agency

NAICS

238120 - Structural Steel and Precast Concrete ContractorsView NAICS

Place of Performance

Havelock, NC, 28533, USA

Set-Aside

NONE

Documents

This scope was carved out of N400857584739.

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

View the prime solicitation

B4211 Repair Building Damage

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Timeline

PostedSep 15

subcontract

Response DeadlineSep 24

Submission deadline

Response Deadline

09/24/2026, 04:00:00 PM UTCin 8 days

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Organization & Contact Information

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AgencyBristol - North Carolina → Bristol Alliance of Companies

ContactsNo contacts available

OfficeN/A

Organization / Agency

Bristol - North Carolina → Bristol Alliance of Companies

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Office AddressN/A

ContactsNo contact information available

Full Description

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Performs structural steel repairs to a damaged building column for prime contractors on MCAS Cherry Point facility projects. Addresses column flange distortion by welding ASTM A-36 steel plates and shear reinforcement plates to the inside column flange using E-70 electrodes. Welds must be performed in accordance with AWS D1.D1 and General Decision Number NC20260018. Delivers a reinforced and repaired structural steel column.

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