Z--GAOA - Nulhegan Basin Reroof Admin Building at Sil

Questions & Answers / Clarifications

This document provides answers to vendor questions regarding Solicitation # 140FGA26R0009 for the Nulhegan Basin Reroof Admin Building at Silvio O. Conte NFWR.

• Seam Height: The required seam height for the standing seam metal roof is 1.5 inches. A 1-inch seam is insufficient for attaching a solar array.
• Panel Formation: Standing seam panels can be formed on-site, contrary to a potential interpretation of the SOW.
• Roof Size & Pitch: Dimensions and pitch of the roof are detailed in the plan and elevation views within the drawings, which are attached to the statement of work.
• Metal Type: Steel is the preferred type of metal for the roof panels.
• Metal Gauge: The required metal gauge (thickness) is 22 gauge.
• Panel Type: Standard flat metal panels are required for the standing seam metal roof.

This Q&A clarifies specific material and construction requirements, which bidders should consider when preparing their proposals. No changes to deadlines or submission rules are indicated.

Amendment / Modification

This amendment (Amendment 0003) incorporates the following changes to the solicitation:

• Provides answers to all contractor questions received.

• Includes the Pre-Bid Site Visit Sign-In Sheet.

• Questions and Answers Amendment 3 (3 Pages)

• Pre-Bid Site Visit Sign-In (1 Page)

• The Period of Performance has been updated to 05/04/2026 to 12/02/2026.

• All other terms and conditions remain unchanged.

Other / Unclassified

This document is a sign-in sheet for a pre-bid site visit for the Nulhegan Basin Reroof Admin Building at Silvio O. Conte NFWR, under Solicitation # 140FGA26R0009. The site visit occurred on Monday, March 23, 2026.

This document lists attendees from various organizations who participated in the pre-bid site visit. It provides contact information (name, organization, email, phone) for individuals who attended, which may be useful for networking or understanding the competitive landscape. It also specifies that questions were to be submitted via email to Samantha LaGue by March 25, 2026, and would be answered by the Contracting Officer.

Amendment / Modification

• This amendment corrects a previous error where Amendment 1, posted on March 17, 2026, was erroneously applied to Solicitation #140FGA26R0009.

• All documentation posted on March 17, 2026, via Amendment 1 to SAM.gov for Solicitation #140FGA26R0009 should be disregarded.

• The previous Amendment 1 is nullified for this solicitation.

• The Period of Performance has been updated to 05/04/2026 to 12/02/2026.

Amendment / Modification

This amendment (0001) to solicitation 140FGA26R0009, dated 03/09/2026, incorporates the following:

• Pre-Bid Site Visit Attendance Sheet: Provided.
• Contractor Questions and Answers: All received contractor questions and their answers are provided.
• Additional Files: Files requested by contractors based on their questions are provided. A link to these files is located at the top of the Questions and Answers document. The specific files include:
  • Pump Design and Test Sheet Well # 3776-F (PDF)
  • Pump Test compiled Data (Excel)
  • Pump Test Sheet #3633 Permit #2379-F (PDF)
  • Video 1 (MPEG)
  • Video 2 (MPEG)
• Link to Additional Files: An alternative link to these additional files is also provided within the Questions and Answers Amendment 1 document: https://fws-fileshare.box.com/s/15jp1x63f3bdqdje9zs9gh7pdvck1hm4

This amendment provides new attachments and information related to the solicitation.

• The Period of Performance is stated as 05/04/2026 to 12/02/2026.

• All other terms and conditions of the original solicitation remain unchanged.

• Pre-Bid Site Visit Attendance (1 Page)

• Questions and Answers Amendment 1 (3 Pages)

Questions & Answers / Clarifications

This document provides responses to vendor questions and clarifications related to Solicitation # 140FGA26R0007, Monte Vista NWR Well Repair Phase 2, as part of Amendment 1.

• Pipeline Location (Well #7): The pipeline will be located generally south of the immediate ditch, following the road to the open dump area. It must be routed to the west of the ditch.
• Pump Design: Desired flow rates are based on pump tests and permits, not necessarily maximum flow rates identified during testing.
• Well #10 Elastomer Compensator: Required to reduce damage from startups and shutdowns when VFDs are not used.
• Well #10 Impeller Design: An open impeller is preferred over a valve to accommodate a constant drop in static water level and maintain desired GPM.
• Submersible Pumps: Not recommended due to the aquifer's potential to produce small sand particles that could cause issues with cleaning parts/screens.
• Pipeline Material (Well #7): HDPE DR21 pipe is acceptable for the pipeline, offering sufficient pressure rating and cost-effectiveness.
• Completion Date: The previously stated completion date of 3-15-2026 for Well #9 was an error and is a remnant from an earlier SOW.
• Pump Replacement (Well #10): A start panel is requested for the pump panel replacement, as the pump primarily runs on/off.
• Pipeline Crossing Ditch (Well #7): The pipeline will head west and slightly south to miss the ditch, then follow the ditch north to the holding pond.
• Power Availability: Power is active at all sites, and the voltage is confirmed as 480 V.

This document clarifies technical requirements, material specifications, and logistical details. It also corrects an erroneous completion date, which may impact bidder understanding of project timelines. A link to Amendment 1 documents is provided.

Other / Unclassified

This document is a sign-in sheet for a pre-bid site visit for the Monte Vista NWR Well Repair Phase 2, Solicitation # 140FGA26R0007. The site visit occurred on Monday, March 9, 2026, at 11:00 AM Local Time.

This document lists attendees from various organizations, including "Fedcology" and "Eleven Bravo Group," along with their contact information (name, organization, email, and phone number). It serves as a record of who attended the site visit, which may be relevant for bidders to understand potential competition or to identify other interested parties. It also provides important instructions regarding questions: no questions will be answered during the site visit, and all questions must be submitted via email to Samantha LaGue (Samantha_LaGue@fws.gov) by 1:00 PM EST on Wednesday, March 11, 2026.

Solicitation / RFP / RFQ

This solicitation is for the "Reroof Administration Building" at the Silvio O. Conte National Fish and Wildlife Refuge in Brunswick, VT. The contractor shall furnish all labor, materials, equipment, and supervision required for this project.

• Reroofing of the administration building.

• Work is described in the statement of work (SOW) and contract drawings and specifications, which are provided as attachments.

• Contract Type: Firm-Fixed-Price.

• Period of Performance: The contractor shall commence work within 10 calendar days after receiving notice to proceed and complete the work within 212 calendar days after receiving notice to proceed. The period of performance is 05/04/2026 to 12/02/2026.

• Proposals must be submitted electronically via email to Samantha_LaGue@fws.gov by April 15, 2026, at 1:00 PM EST.

• Requests for information must be submitted in writing via email to Samantha_LaGue@fws.gov by March 25, 2026, at 1:00 PM EST.

• Proposals will be evaluated using a Lowest-Price Technically Acceptable (LPTA) process.

• Evaluation factors include Price, Past Performance, and Vendor Responsibility.

• Technical qualifications will be rated as Acceptable or Unacceptable.

• This solicitation is set aside for small business concerns.

• The following documents are attached: Notice to Offerors (2 pages), SOW (11 pages), Drawings (2 pages), DOL Wage Determination (5 pages), and Price Schedule (1 page).

• A site visit is scheduled for Monday, March 23, 2026, at 11:00 AM Local Time at the Silvio O. Conte National Fish and Wildlife Refuge.

Form / Attachment / Pricing Sheet

This document is a Price Schedule for the Reroof Admin Building at the Silvio O. Conte National Fish and Wildlife Refuge. It requires offerors to provide pricing for the base item, which is the "Reroof Admin Building".

• The schedule includes fields for Item #, Description, Estimated Quantity, Unit, Unit Price, and Total Cost.
• The base item is listed as "Base: Reroof Admin Building" with an estimated quantity of 1 (LS - Lump Sum).
• Offerors must provide pricing for each item.
• Offerors must also submit their proposal pricing broken down by divisions and subdivisions.
• Fields are provided for Company Name, Unique Entity ID, Quote Prepared By, Title, Signature, Address, Date, Phone Number, and Email.

This document is critical for bidders to understand the pricing structure required for their proposal. It outlines the specific information needed for cost submission and emphasizes the requirement for detailed pricing breakdowns. Incomplete price schedules will not be considered.

Other / Unclassified

This document is a General Decision Number (VT20260024) for building construction projects in Essex, Lamoille, and Orange Counties, Vermont. It specifies prevailing wage rates and fringe benefits for various construction trades, including Carpenters, Ironworkers, Sheet Metal Workers, Electricians, Laborers, Operators, Painters, and Plumbers. The decision is dated January 2, 2026, and supersedes VT20250024.

It also includes notes on Executive Order (EO) 13706 (Establishing Paid Sick Leave for Federal Contractors) and EO 13658 (minimum wage for federal contractors), outlining their applicability and requirements. Information on how to interpret rate identifiers (Union Rate, Union Average Rate, Survey Rate, State Adopted Rate) is provided. Finally, it details the Wage Determination Appeals Process.

This document is crucial for bidders on federal construction projects in the specified Vermont counties. It establishes the minimum wage rates and fringe benefits that must be paid to laborers and mechanics employed on such projects. Bidders must ensure their proposals account for these prevailing wage requirements to be compliant. Understanding the EO requirements related to paid sick leave and minimum wage is also essential for accurate cost estimation and contract compliance.

Form / Attachment / Pricing Sheet

This document contains architectural drawings, specifically elevations and a roof plan, for the Administration Building and Visitor Contact Station at the Silvio O. Conte National Fish and Wildlife Refuge in Brunswick, Vermont. These drawings detail the proposed roofing work.

• Elevations (Sheet 1): Show exterior views of the building, indicating the replacement of existing shingle roofing with metal roofing and the replacement of existing metal roofing with new metal roofing. Details include cupolas, vents, snow guards, and a boiler chimney.
• Roof Plan (Sheet 2): Provides a detailed view of the roof, illustrating slopes, ridge vents, cupolas, VTRs (vent through roof), snow guards, and the type of roofing material (standing seam metal roof).
• Notes: Explicitly state the requirement to remove existing asphalt shingles and install new metal roofing, and to remove and replace existing metal roofing in applicable areas.

These drawings are critical for bidders to understand the scope of work related to roofing replacement. They provide the visual and detailed specifications necessary for accurately estimating costs, planning the execution of the work, and ensuring compliance with the project's aesthetic and functional requirements.

Solicitation / RFP / RFQ

This document is a Notice to Offerors for the "Silvio O. Conte NFWR Reroof Admin Building" project. The U.S. Department of the Interior, Fish and Wildlife Service, Great American Outdoors Act (GAOA) Contracting Team is seeking proposals for the reroofing of the administration building at the Silvio O. Conte National Fish and Wildlife Refuge in Brunswick, VT.

• Reroofing of the Admin Building.

• The project is classified as 'Building' construction.

• Contract Type: Firm-Fixed Price.

• Project Magnitude: Estimated between $500,000 and $1,000,000.

• Period of Performance: May 4, 2026, to December 2, 2026.

• Wage Rates: Governed by General Wage Rate Decision Number VT20260024 for Essex County, VT.

• Proposal Submission: Requires Official Proposal (Price Schedule and Technical Response), Signed SF 1442, Signed SF30s or acknowledgment of amendments, and Representation and Certifications per FAR Provision 52.204-8 AND 52.219-1.

• Registration: Contractors must be registered in SAM (System for Award Management) and complete online representations and certifications.

• Proposal Due Date: By 1:00 PM EST on Wednesday, April 15, 2026.

• Proposal Acceptance Period: Must be valid for 60 days.

• Basis for Award: Lowest Price Technically Acceptable (LPTA).

• A bid bond is required.

• Due to the project magnitude ($150,000.00 or more), both payment and performance bonds will be required, due no later than 10 calendar days after award.

• Site Visit: Monday, March 23, 2026, at 11:00 AM Local Time at the project location. RSVP required by Friday, March 20, 2026, to Samantha_LaGue@fws.gov with attendee details.

• Questions Due Date: By 1:00 PM EST on Wednesday, March 25, 2026. Submit questions via email only to Samantha_LaGue@fws.gov, including the solicitation number in the subject line.

• Not explicitly stated in this notice, but FAR Provision 52.219-1 (Small Business Program Representations) is referenced, suggesting potential small business considerations.

• All communications and questions should be submitted via email to the Contracting Officer, Samantha LaGue (Samantha_LaGue@fws.gov).

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

This document outlines the technical specifications for reroofing the Administration Building at the Silvio O. Conte National Wildlife Refuge in Vermont.

• Removal and disposal of existing asphalt roofing materials.

• Removal and replacement of specific sections of existing metal roofing with new metal roofing.

• Replacement of existing gutters and downspouts with new seamless metal gutters and downspouts, including rotten facia board replacement.

• Installation of snow guards on new gutters.

• Installation of sidewall flashing to a minimum of 16" above the roofline to address water penetration issues.

• Installation of a minimum of 4' of ice and watershield along all drip edges.

• Contractor to furnish all labor, materials, equipment, and incidentals.

• The new metal roof system must be weathertight upon completion.

• Installation must comply with roof manufacturer's recommended procedures for flashing and sealing.

• Compliance with Occupational Safety and Health Administration (OSHA) requirements.

• Daily cleanup of rubbish and waste, and final cleanup of the premises.

• Work site: 5396 Route 105, Brunswick, VT 05905.

• Operations are to be confined to weekdays, Monday through Friday, between 7:30 a.m. and 4:30 p.m., unless prior approval is obtained.

• Refuge visitor center and administrative offices will continue operations during the contract.

• Prospective bidders are strongly encouraged to visit the site and speak with the Refuge Manager.

• All inquiries regarding specifications should be directed to the U. S. Fish and Wildlife Service, Contracting and General Services.

• Submittals required prior to installation include product literature, manufacturer's literature for metal roofing materials and components, and shop drawings.

• Specific requirements for standing seam metal panels, including gauge, seam height, material finish, and manufacturing process (plant-formed only).

• Roof system must use a concealed structural fastening system.

• Trim systems must accommodate thermal expansion and contraction.

• Roof accessories such as roof jacks and roof curbs must be installed according to manufacturer's instructions.

• Ice dam protection membrane required.

• Plywood sheathing requirements specified.

• Specific dimensions and thickness for aluminum gutters and downspouts.

• Warranties required for roof panels (durability and finish) and weathertightness of the entire roof system.