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This Government Contract opportunity from Oregon was posted on June 19, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Trench Excavation and Backfill

Closed
State & Local

Contract Overview

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The contract entails the excavation of 1,587 linear feet of trenches for a sanitary sewer line upgrade using the pipe-bursting method, a minimally invasive technique that replaces existing underground piping without extensive open-trench digging. The work also includes comprehensive backfilling with proper compaction to ensure structural integrity and prevent future settlement or surface disruption. This subcontract is issued by Clean Water Services in Oregon under NAICS code 238910, which classifies it as other heavy and civil engineering construction. The solicitation was posted on June 19, 2026, with a response deadline of July 14, 2026, at 9:00 PM. The project is part of the Foothill Drive Sanitary Sewer Upgrade Project No. 7207, and all work is expected to be performed at the designated site in Oregon, though specific city or zip details are not provided. No set-aside provisions are indicated, and the contract is open to eligible subcontractors responding through the designated portal.

General Info

Excavate 1,587 linear feet of sewer trenches using pipe-bursting in Oregon for Foothill Drive Project No. 7207.

Place of Performance

USA

Set-Aside

NONE

Documents

This scope was carved out of 7207.

The full solicitation package (3 documents), including the RFP, is on the prime solicitation, not on this scope.

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Foothill Drive Sanitary Sewer Upgrade Project No. 7207

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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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AgencyOregon → Clean Water Services
ContactsNo contacts available
OfficeN/A
Organization / AgencyOregon → Clean Water Services
Office AddressN/A
ContactsNo contact information available

Full Description

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Excavate trenches for 1,587 LF of sewer line using pipe-bursting method and perform backfilling with proper compaction.

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