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Concrete Foundations for Tower and Equipment Shelter

Active
Federal

Contract Overview

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

AI Contract Overview

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The contract entails excavation, formwork, rebar installation, and concrete pouring for the construction of tower bases and equipment pads, with a total volume of 41.2 cubic yards of concrete being placed, subject to a ±15% variation in quantity. This work is part of a subcontract under the Department of Energy’s Western Rocky Mountain Region, specifically for the Concrete Foundations for Tower and Equipment Shelter, with solicitation posted on June 30, 2026, and responses due by July 31, 2026. The North American Industry Classification System code 238110 identifies the scope as foundation and building exterior contractors, indicating the nature of the work is tied to structural groundwork for infrastructure supporting energy-related equipment and towers. Performance location details are unspecified, and no set aside provisions or point of contact information are provided. All work must comply with the specified scope and tolerances, and interested parties must respond via the FedConnect portal at the provided link before the deadline.

General Info

Excavation, formwork, rebar, and 41.2 cu yd concrete for tower bases and equipment pads under DOE contract.

Agency

Department Of Energy → Western Rocky Mountain RegionView Agency

NAICS

238110 - Poured Concrete Foundation and Structure ContractorsView NAICS

Place of Performance

Not specified

Set-Aside

NONE

Documents

(0)

No documents available

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Timeline

Posted

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Response Deadline

Submission deadline

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Organization & Contact Information

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AgencyDepartment Of Energy → Western Rocky Mountain Region
ContactsNo contacts available
OfficeN/A
Organization / Agency
Department Of Energy → Western Rocky Mountain Region
View Agency Profile
Office AddressN/A
ContactsNo contact information available

Full Description

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Excavation, formwork, rebar installation, and pouring of 41.2 cubic yards of concrete for tower base and equipment pads, with ±15% variation allowed.

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