SOW.pdf

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WV-FWS APPALACHIAN FWCO-REHABILITATE APP
Solicitation number
140FGA25Q0065
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About this file

This Statement of Work (SOW) details exterior repairs and upgrades for the Fish and Wildlife Conservation Office building at White Sulphur Springs National Fish Hatchery in West Virginia. The project involves comprehensive exterior renovation, including chimney demolition, roof repairs, and siding replacement for a historic 1904 building experiencing water intrusion issues. Key scope elements include removing two center chimneys and the northeast chimney, replacing EPDM flat roofing and architectural shingles, installing new vinyl siding, and addressing any water damage discovered during the work.

The project requires premium materials such as Owens Corning Estate Gray shingles, premium grade .046" vinyl lap siding, Tyvek Commercial Wrap vapor barrier, and aluminum flashing. The contractor must complete all work within 120 calendar days, working Monday through Friday from 7:00 a.m. to 4:00 p.m., with a 2-year warranty on completed work. The building will remain occupied during construction, necessitating careful coordination with occupants and maintaining safe access routes. Site visits are highly recommended before bidding, and all project documentation and materials will become U.S. government property.

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STATEMENT OF WORK

EXTERIOR REPAIRS AND UPGRADES

WHITE SULPHUR SPRINGS NATIONAL FISH HATCHERY, WEST VIRGINIA

1. BACKGROUND

The Fish and Wildlife Conservation Office (FWCO) is a U.S. Fish and Wildlife Service (FWS) owned building at White Sulphur Springs National Fish Hatchery. The building was originally constructed in 1904 and has undergone various renovations including a roof replacement less than 10 years ago. The roof primarily consists of sloped architectural shingle with a small 18’ x 9’ section of EPDM flat roofing in the center of the building. There appears to be active water intrusion around the chimneys, which has damaged the interior finishes of the structure. The purpose of this project is to eliminate the water intrusion issues, improve durability, weather resistance, and appearance of the exterior envelope. The work generally includes chimney demolition, framing and roofing repairs, and siding replacement. Work does not include the doors and windows in the rear building area framed by brick.

The building will be occupied and open to the public during construction, and coordination with building occupants is required to minimize disruptions and ensure public safety. Measurements and quantities should be confirmed by a site visit. Any records, material data, plans, specifications, etc. created during this contract will be the property of the U.S. government.

2. SCOPE OF WORK

The scope of work includes the two center chimneys to be removed below the flat roof level and the northeast chimney to be removed down the side of the building below the wooden porch decking so no chimney brick is visible from the exterior. After chimney removal, the roof sections will have the framing and sheathing infilled, the flat roof section fully replaced, shingle roofing will be infilled, and all siding with associated trim will be replaced. Any water intrusion damage will require evaluation and mitigation during the project. Please note, this scope does include limited water intrusion remediation in the area of the northeast chimney. The Contractor shall furnish all labor, materials, equipment, and supervision to complete the project as detailed below. Contractor will be responsible for all material deliveries.

2.1 DEMOLITION AND REMOVAL

Remove the two center chimneys below the roof sheathing level and remove the entire section of membrane roofing including copper edging.

Remove northeast chimney down the side of the building to below the ground level porch decking to allow enough room to patch framing in this area.

Remove all existing vent covers, siding, trim, downspouts, and associated materials required to replace the siding. At least one section of gutter will require removal at the northeast chimney. Save vent covers and downspouts to reinstall later in the project.

Soffit, fascia, and the majority of the gutters shall remain in place.

Take appropriate measure to protect the electrical system. Extreme care should be taken when removing and replacing materials around the panels and circuitry.

Properly dispose of all demolition debris offsite.

2.2 VAPOR BARRIER AND SHEATHING EVALUATION

Remove existing vapor barrier.

Inspect underlying wood sheathing and framing for signs of rot or damage.

Submit photographic documentation and a summary report of damaged areas to the

Contracting Officer’s Representative (COR) for approval prior to repair.

Replace deteriorated sheathing and framing on a unit-cost basis (see allowance).

2.3 INSTALLATION

Patch all sheathing, framing, soffit, fascia in the areas where chimneys were removed.

Install felt paper under shingles, install full length soffit to match existing layout in porch ceiling, infill void in porch decking with similar tongue and groove decking.

Included in this scope is repairing and / or replacing of damaged sheathing and framing up to 3 feet laterally on both sides of the existing northeast chimney for the full height. If any additional remediation is required, the contractor shall provide a summary and corresponding cost to the COR for approval prior to repair.

Install new shingles in the northeast chimney area.

Install new EPDM roofing assembly. Roofing shall have a minimum 4” lap over the sloped edge of the roof and shall have a water tight transition.

Install new exterior wall vapor barrier. All seams and penetrations shall be sealed in accordance with the manufacturer’s recommendations.

Install new flashing tape around all openings per code.

Install sill flashing along the bottom edge of the exterior wall.

Install new furring strips.

Install vinyl siding in a simplified, cohesive layout. Final layout and finish color(s) shall be reviewed and approved by the COR. All work shall be performed per the manufacturer’s recommendations.

Install all trim, flashing, and accessories to ensure a complete, weather-tight assembly using all products from the siding manufacturer. Trim around all openings including windows, penetrations, electrical, and doors shall be 4”. All inside and outside corners shall receive 6” trim.

All siding and trim joints shall be bevel cut.

Caulk all joints and penetrations with high-quality, exterior-grade sealant intended for siding applications.

Install vent covers, gutters, downspouts per original configuration.

3. MATERIALS

All materials shall be commercial grade Framing and sheathing lumber and configuration shall match existing.

Flat roofing: fully adhered black EPDM roofing system to replace existing.

Shingles: Owens Corning Tru Definition Duration. Color: Estate Gray

Siding: Premium grade lap vinyl siding (minimum .046” thickness, 30+ year warranty, advanced UV resistance and color retention), color to be determined by station.

Trim must be the same manufacturer as the siding.

Soffit and fascia must match existing where being patched.

Vapor barrier: Tyvek Commercial Wrap or approved equal. Tape must be supplied by the vapor barrier manufacturer.

Fasteners: Per manufacturers recommendations.

Flashing / Sill Flashing: Aluminum Flashing Tape: butyl rubber or modified asphalt Caulks and Sealant: Silicone, paintable

4. DELIVERABLES

Material data sheets for all products prior to installation Details of water tight transition from EPDM to shingle roofing Findings of any water intrusion or damage including costs to remediate Construction schedule Manufacturers warranties Installer certifications Work safety plan including working on ladders and roofs

5. PERIOD OF PERFORMANCE

Work must be completed within 120 calendar days from the date of contract award. Work hours are 7:00 a.m. to 4:00 p.m. Monday through Friday (Federal Holidays excluded). Warranty of the work performed shall last 2 years after project completion.

6. SAFETY AND OCCUPANT COORDINATION

Contractor shall coordinate all disruptive work with the COR at least 48 hours in advance.

Occupants will remain in the building throughout the project. Contractor shall ensure safe ingress/egress and always maintain emergency access routes. All work shall be in compliance with all Federal, State and Local regulations.

7. ADDRESS AND CONTACT INFORMATION

White Sulphur Springs National Fish Hatchery. 1087 Main Street E, White Sulphur Springs, WV 24986. Contact Joseph Kirsch (joseph_kirsch@fws.gov) to schedule a site visit.

Site visits are highly recommended to review project conditions prior to placing a bid.

Attachments:

Building Photos

BUILDING PHOTOS

File details come from the government source that posted it. Updated .