Federal Contract

Borough of Etna, Pennsylvania, Local Protection Project (LPP) PL84-99 Rehabilitation

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Agency

DEPT OF THE ARMY

NAICS Code

237990

Set-Aside

SBA

Department

DEPT OF DEFENSE

Solicitation Type

Presolicitation

Solicitation #

W911WN26QA064

PSC Code

Y1QA

Division

W072 ENDIST PITTSBURGH

Performance State

PA

Posted

Fri, August 21, 2026

Response Deadline

Sat, September 5, 2026

Description

This is a Presolicitation Notice only. This is not a Solicitation (Request for Quote). No purchase order will be awarded from this announcement. Any applicable attachments for this project (i.e., Drawings and Specifications) will be issued at the time of the Solicitation. This procurement is a 100% Total Small Business Set-Aside. All interested and capable small business offerors are encouraged to submit a bid/proposal. Project Description The U.S. Army Corps of Engineers (USACE), Pittsburgh District, has a project that involves the rehabilitation of the Etna Federal Local Protection Project along West Little Pine Creek in the Borough of Etna and Shaler Township between station 24+00 and 26+90, Allegheny County, Pennsylvania. The original channel and embankment sustained severe erosion and structural damage during storm events in April 2024. The work is to be completed within 120 calendar days after written Notice to Proceed (NTP). The Anticipated Construction Cost is between $200,000.00 and $450,000.00. Major Components of Work: Site Control & Water Management: The contractor will be responsible for the design, installation, monitoring, and removal of temporary water diversions, pumping/dewatering systems, and robust erosion/sediment control measures to maintain a dry in-channel work environment. Excavation & Channel Restoration: This phase requires the excavation, clearing, and off-site disposal of accumulated in-channel sediment, debris, failed concrete pavement, and damaged riprap. Embankment Reconstruction: The work includes sourcing, hauling, placing, and compacting approved soil fill to restore the embankment to its original design grade. Geotextile & Armoring Repair: The project requires the installation of new non-woven geotextile fabric (PennDOT Class 4, Type A) and the replacement of damaged R-4 riprap on the prepared subgrade along the left embankment. Structural Concrete & Grout Works: The contractor will be required to recast concrete-sealed stone and

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