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This Government Contract opportunity from North Carolina was posted on August 17, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Tower Fabrication and Supply

Closed
State & Local

Contract Overview

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This subcontract for the State Highway Patrol of North Carolina involves the fabrication and supply of a 380-foot self-supporting tower structure for prime contractors on site build projects. The scope of work includes the production of structural steel round or polygonal poles utilizing ASTM A325 bolts, with all fabrication conforming to the 15th Edition of the ASIC Specification for Manual of Steel Construction. The contractor is responsible for performing hot dip galvanizing according to ASTM A123 and hardware galvanizing per ASTM A153 or B695. Final deliverables for the project include the completed tower structure and all associated design calculations. The response deadline for this opportunity is September 23, 2026.

General Info

Fabricate and supply 380-foot tower for NC State Highway Patrol by September 23, 2026.

Documents

This scope was carved out of 51-IFB-2358759622-HMM.

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

View the prime solicitation

VIPER NEW BUTNER SITE BUILD

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Timeline

PhaseClosed
Posted

subcontract

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyNorth Carolina → State Highway Patrol
ContactsNo contacts available
OfficeN/A
Office AddressN/A
ContactsNo contact information available

Full Description

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Supplies a 380-ft self-supporting tower structure for prime contractors on State of North Carolina site build projects. Fabricates structural steel round or polygonal poles using ASTM A325 bolts. Performs hot dip galvanizing per ASTM A123 and hardware galvanizing per ASTM A153 or B695. Fabrication conforms to ASIC Specification for Manual of Steel Construction, 15th Edition. Delivers the tower structure and design calculations.

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Miguel
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Keith Deutsch
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