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Sewage Ejector and Line Assessment

Active
W912BV26QA069Federal

Contract Overview

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

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Solicitation W912BV26QA069 is a total small business set-aside for the Sewage Ejector and Line Assessment project at the U.S. Army Corps of Engineers R.S. Kerr Lake Office in Sallisaw, Oklahoma. The contractor is required to locate, inspect, and modify an unmapped 700 to 800 foot concrete-encased four inch cast iron sewer line and its associated distribution box. Key technical requirements include installing concrete-encased Schedule 40 PVC double-Y clean-outs every 300 feet, extending the distribution box cover to finished grade with a three-ton vehicle traffic rated structural cover, and protecting the area with four concrete-encased steel safety-yellow bollards. All work must be documented via Red Line As-Built drawings, and the contractor must provide a detailed findings report with cost estimates for any recommended lateral line replacements, which are included as an optional contract element. The period of performance is scheduled from September 15, 2026, to September 14, 2027, with mandatory Government presence during all site inspections. To be eligible for award, offerors must maintain active SAM.gov registration and provide a National Institute of Standards and Technology score in the Supplier Performance Risk System. Quotes must be submitted exclusively through the PIEE Solicitation Module and include a completed pricing schedule, subcontractor data worksheets with signed letters of commitment, and a contractor information sheet. Payments will be processed electronically through the Wide Area WorkFlow system. The project is governed by specific material standards, including the use of 3,000 psi concrete for encasing fittings and adherence to USACE sustainability guidance regarding environmentally preferable products.

General Info

Small business contract for sewer line assessment and modification at Kerr Lake, Oklahoma.

NAICS

237110 - Water and Sewer Line and Related Structures Construction

Place of Performance

OK

Set-Aside

NONE

Documents

28

Contractor Information Sheet

PDF, High priority: read this first1 page · supporting-document
High

Instructions to Offerors - W912BV 26 QA069

PDF, High priority: read this first3 pages · rfq
High

March 2017 Sustainability Guidance and Applicability Form

PDF, High priority: read this first23 pages · guidance
High

Ref Drawing 187 - Kerr Water Supply & Sewage Disposal

PDF, High priority: read this firstspecifications
High

R.S. Kerr Sewer System Line Location, Condition Assessment, & Modification SOW

PDF, High priority: read this first2 pages · sow
High

Solicitation W912BV26QA069 - Sewage Ejector and Line Assessment

PDF, High priority: read this first49 pages · rfp
High

SOW - R.S. Kerr Sewer System Line Location & Assessment

PDF, High priority: read this first2 pages · sow
High

SOW - R.S. Kerr Sewer System Line Location, Condition Assessment & Modification

PDF, High priority: read this first2 pages · sow
High

SOW - R.S. Kerr Sewer System Line Location, Condition Assessment & Modification

PDF, High priority: read this first2 pages · sow
High

Subcontractor Information Sheet

PDF, High priority: read this first1 page · supporting-document
High

Sustainability Applicability and Justification Forms

PDF, High priority: read this first23 pages · sustainability-guidance
High

W912BV26QA0690001 Amendment 30

PDF, High priority: read this first2 pages · amendment
High

W912BV26QA0690001 Solicitation/Contract for Sewage Ejector and Line Assessment

PDF, High priority: read this first50 pages · rfq
High

W912BV-26-QA069 Instructions to Offerors

PDF, High priority: read this first3 pages · rfq
High

W912BV26QA069 Instructions to Offerors

PDF, High priority: read this first3 pages · rfq
High

W912BV26QA069 Instructions to Offerors / RFQ

PDF, High priority: read this first3 pages · rfq
High

W912BV26QA069 Sewage Ejector and Line Assessment

PDF, High priority: read this first49 pages · rfq
High

W91B2V26QA069 Amendment 0002

PDF, High priority: read this first2 pages · amendment
High

Contractor Information Sheet

PDF, Low priority1 page · other
Low

Contractor Information Sheet

PDF, Low priority1 page · other
Low

Contractor Information Sheet

PDF, Low priority1 page · other
Low

Subcontracting Information Sheet

PDF, Low priority1 page · other
Low

Subcontractor Information Sheet

PDF, Low priority1 page · other
Low

Subcontractor Information Sheet

PDF, Low priority1 page · other
Low

Sustainability Applicability and Justification Forms

PDF, Low priority23 pages · supporting-documents
Low

0001_Ref_Drawing_187_C20_4_7_1_RS_Kerr_Water_Supply___Sewage_Disposal_1.pdf

PDF

0002_Ref_Drawing_187_C20_4_7_1_RS_Kerr_Water_Supply___Sewage_Disposal_2.pdf

PDF

Ref_Drawing_187_C20_4_7_1_RS_Kerr_Water_Supply___Sewage_Disposal.pdf

PDF

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Timeline

3 updates
PhaseSolicitation
Posted

Solicitation

Notice updated

Response deadline changed from Jul 15, 2026 to Sep 11, 2026. The notice description changed.

Notice updated

The notice description changed.

Notice updated

Response deadline changed from Sep 11, 2026 to Oct 28, 2026. The notice description changed.

Response Deadline

Submission deadline

Response Deadline

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Organization & Contact Information

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AgencyDepartment Of Defense → W076 Endist Tulsa
Contacts1 person available
OfficeTULSA, OK, 74137-4290, USA
Office AddressTULSA, OK, 74137-4290, USA

Full Description

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This scope of work requires the contractor to locate, inspect, and modify an unmapped 700 to 800 foot concrete-encased four inch cast iron sewer line and its associated distribution box, with mandatory Government presence during all site inspections. Key tasks include installing concrete-encased Schedule 40 PVC double-Y clean-outs every 300 feet, exposing and inspecting the distribution box and its 2009 leach field connections, and extending the box cover using a riser and structural cover rated for three ton vehicle traffic protected by four concrete-encased steel safety-yellow bollards. All physical, material, and dimensional adjustments must be documented as Red Line As-Builts on the reference drawing, and any recommended corrective actions for the lateral lines must be delivered via a detailed findings report with comprehensive labor and material cost estimates.

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