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This Government Contract opportunity from Washington was posted on May 14, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Caisson Drilling and Foundation Excavation

Closed
State & Local

Contract Overview

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The contract entails the excavation and vibration of three 40-foot caissons intended for tubular steel pole foundations. This includes precise trenching operations with a minimum cover of 36 inches, ensuring compliance with specified structural tolerances to maintain stability and safety. The work requires specialized skills in caisson drilling and foundation excavation to meet the engineering and safety standards set forth by the contracting agency. Issued by Snohomish County PUD in Washington, the solicitation is designated as a subcontract opportunity under the NAICS code 238910. It was posted on May 14, 2026, with a response deadline set for June 4, 2026. The location and detailed contact information are not specified, but the project is tied closely to construction and foundation work within the jurisdiction of the agency. Interested parties can access further details and submit bids via the Public Purchase platform.

General Info

Excavation and vibration of three 40-foot caissons for steel pole foundations, Snohomish County PUD subcontract.

Agency

Washington → Snohomish County PUDView Agency

NAICS

238910 - Site Preparation ContractorsView NAICS

Place of Performance

WA, USA

Set-Aside

NONE

Documents

(0)

No documents available

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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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AgencyWashington → Snohomish County PUD
ContactsNo contacts available
OfficeN/A
Organization / Agency
Washington → Snohomish County PUD
View Agency Profile
Office AddressN/A
ContactsNo contact information available

Full Description

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Excavation and vibration of three 40-foot caissons for tubular steel pole foundations, including trenching with minimum 36 inches of cover and adherence to structural tolerances.