Streambank Stabilization, Old Route 30, Townshend Lake, Townshend, VT

Amendment / Modification

This amendment modifies Solicitation W912WJ26QA069.

• Response Due Date Extended: The deadline for proposal submission has been extended from April 13, 2026, to April 16, 2026, at 5:00 PM Eastern Time.

• Responses to Industry Questions: The amendment includes responses to four questions submitted by potential bidders regarding the project scope and requirements.

  • Dewatering: Contractors are responsible for dewatering if necessary. The government holds a permit for work in the river.
  • Repaving: No paving or repaving is required upon completion; existing pavement should be protected.
  • Road Edge and Slope: A three (3) foot, seven (7) inch aggregate shoulder is required, with the slope established from the terminus of this shoulder.
  • Slope Details: Both provided slope details must be used to meet solicitation requirements.

• Section A - Solicitation/Contract Form (Response Due Date)

• Solicitation text (clarifications provided in response to industry questions)

• The proposal submission deadline has been extended to April 16, 2026.

• Bidders should incorporate the provided clarifications into their proposals.

Amendment / Modification

This amendment (0001) to solicitation W912WJ26QA069 is being issued to add clauses that were omitted from the original solicitation. The closing date for offers remains April 13, 2026, at 5:00 PM Eastern.

The following FAR clauses have been added, effective February 2026:

• 52.236-2 Differing Site Conditions. (Deviation 2026-00038)
• 52.236-3 Site Investigation and Conditions Affecting the Work. (Deviation 2026-00038)
• 52.236-5 Material and Workmanship. (Deviation 2026-00038)
• 52.236-6 Superintendence by the Contractor. (Deviation 2026-00038)
• 52.236-7 Permits and Responsibilities. (Deviation 2026-00038)
• 52.236-8 Other Contracts. (Deviation 2026-00038)
• 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements. (Deviation 2026-00038)

All other terms and conditions of the original solicitation remain unchanged. The proposal submission deadline has not been extended and remains April 13, 2026, at 5:00 PM Eastern.

Solicitation / RFP / RFQ

This is a Request for Quotations (RFQ) for "Old Route 30 Streambank Stabilization" located at Townshend Lake, Townshend, VT. The U.S. Army Corps of Engineers is procuring services to stabilize approximately 310 feet of streambank along the West River.

• Furnish all labor, materials, and equipment necessary for streambank stabilization.

• Work must follow standard practices outlined in the Vermont Rivers and Roads Field Manual and 2024 Vermont Standard Specifications for Construction.

• Specific tasks include placing rip-rap, toe wall, erosion control stone, bedding material, and seeding.

• Adherence to U.S. Army Corps of Engineers (USACE) Safety and Occupational Health Requirements (EM 385-1-1) and OSHA requirements is mandatory.

• Development and submission of a site-specific Accident Prevention Plan (APP) and Activity Hazard Analysis (AHA) are required.

• A Site Safety and Health Officer (SSHO) must be employed.

• Minimum personnel requirements include qualified personnel and certified First Aid/CPR personnel.

• Contractor is responsible for employee conduct and compliance with all applicable laws.

• Pre-construction submittals are required within 21 days of Notice to Proceed.

• Contract Type: Firm Fixed Price.

• Period of Performance: From Notice to Proceed through August 1, 2026.

• Estimated Cost: Between $25,000 and $100,000.

• Quotes are due by close of business on April 13, 2026.

• Submission is via email to the Contract Specialist.

• Evaluation factors will be technical, price, and past performance.

• A comparative evaluation will be performed to select the best-suited contractor.

• Site visits are highly recommended prior to quote submission.

• Vendors must submit signed copies of all amendments.

• This RFQ is NOT a small business set-aside.

• Notice of Total Small Business Set-Aside is included (FAR 52.219-6).

• A mandatory solicitation survey must be completed and returned with quotes.

• Site visits can be arranged by contacting Jordan Luks (978-318-8970 or Jordan.D.Luks@usace.army.mil).

• Bonding requirements apply for contracts $35,000.00 and above.

• Payment protections (Payment Bond or Irrevocable Letter of Credit) are required for contracts $35,000.00 and above, but not exceeding $150,000.00. Performance bonds are required for contracts $150,000.00 and above.

• Registration in the System for Award Management (SAM) is required.

Statement of Work (SOW) / Performance Work Statement (PWS)

This document outlines the requirements for the Old Rt 30 Streambank Stabilization project at Townshend Lake, Vermont, managed by the U.S. Army Corps of Engineers.

• Streambank Restoration: The primary focus is on stabilizing and restoring the streambank. This involves the placement of rip rap and stone toe walls.

• Work Area: Specific "Work Areas" are identified in the provided maps, indicating the locations requiring intervention.

• Silt Storage Area: A designated "Silt Storage Area" is shown on the maps, likely for managing excavated materials.

• Rip Rap Placement: Detailed schematics and notes specify the types of rip rap (e.g., Upper Rip Rap Type TYP, Lower Rip Rap Type IV), dimensions (e.g., 2.0 x D50), and placement requirements.

• Stone Toe Wall Construction: Requirements include using stones with a minimum dimension of 3 feet, staggered joints, footer rock embedded a minimum of 4 feet below the channel bottom, and a maximum exposed wall height of 6 feet. Stones should be placed to maximize contact and dip towards the embankment.

• Granular Borrow: A 9-inch thick granular borrow layer is specified between the rip rap and road subbase.

• High Water Elevation: Construction considerations include the ordinary high water elevation and a design flow.

• The project is associated with the year 2025, as indicated on the maps.

• The location is Townshend Lake, Townshend, Vermont.

• Guardrail: The document explicitly states that guardrail is not applicable to this contract, despite being shown in some schematics.

• Site Conditions: Contractors are advised that the provided schematics are guides and may need modification to fit specific site conditions.

• Materials: Specific material types are referenced, such as "Item 402.10 Aggregate Shoulders in Place" and "Item 613.JL Stone Fill Type I/IV."

Form / Attachment / Pricing Sheet

This document is a "Solicitation Survey" that potential bidders must complete and submit with their quote to be considered for the opportunity. It collects essential information about the vendor's business, experience, personnel, and past performance.

• Company Information: Name, SAM CAGE Code, address, POC details, and type of business.
• Experience: Years of experience in relevant services, specifically with Federal Government contracts. Subcontractor experience is only considered if a teaming arrangement is confirmed.
• Past Performance: Details on any failed work attempts and reasons.
• Key Personnel: Minimum and maximum number of employees, whether employees are on payroll, and the number of employees anticipated for this project.
• Subcontracting: Information on prime contractors hiring subcontractors, including name and location, with required documentation of teaming arrangements.
• Employee Experience: Details for each employee performing the work.
• Certifications/Licenses: Required certifications (e.g., First Aid/CPR, CDL) and plans for obtaining any missing ones. Vendors must not edit this section.
• References: Three past contract references, including agency/company name, contract number, total value, POC, start/end dates, and scope of project. Government contracts are preferred.
• Statement Certification: A certification by an official that the information provided is accurate and complete.

Completing this survey accurately and thoroughly is mandatory for consideration. The information provided will be used by the Government to evaluate the bidder's capability, experience, and capacity to perform the work required by the solicitation.