Bldg 6220 SOW 24 July.pdf

PDF 45 MB Posted Jul 25, 2025

Attached to: Replace Multi Roofs
Solicitation number: FA466125R0008
Issued by: Department of the Air Force Global Strike Command

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Written by GovTribe AI · Jul 25, 2025

This Statement of Work (SOW) details a roof replacement project for multiple buildings at Dyess Air Force Base (DAFB) in Texas, specifically Building 6220. The project involves replacing existing composition shingle and built-up roof (BUR) materials with a new standing seam metal roof (SSMR) and PVC single-ply membrane roofing system. Building 6220's roof, located at 158 Ave. B, covers approximately 21,907 square feet with areas of composition shingle and BUR. The roofing replacement requires 80-mil PVC membrane with KEE polymer on 5/8" cover board for low-slope areas and 24-gauge dark bronze standing seam metal roofing for sloped sections.

The project is a 100% Small Business Set-Aside with an estimated value between $5-10 million. The performance period is 150 calendar days, with specific requirements including a 20-year, No Dollar Limit (NDL) leak-proof warranty, UL-90 wind resistance, and comprehensive installation specifications. Key installation requirements include removing existing roofing materials, repairing deck as needed, installing high-temperature underlayment, and implementing proper flashing, expansion joint, and penetration treatments. The solicitation includes a site visit on 13 August 2025, with questions due by 15 August and proposals due by 30 August 2025. Funding availability is contingent upon appropriated funds, with the Department of the Air Force Global Strike Command as the sponsoring agency.

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Replace Roofs Multi – Metal Roofs Buildings 6135, 6220, 7104, 7218, 7407, 7409, 8030

FNWZ 25-0114

SOW - 1

B6220 SCOPE OF WORK

1. FNWZ 25-0114, Replace Metal Roofs Multi, (6135, 6220, 7104, 7218, 7407, 7409, & 8030). See attachments & the following for project information. Building 6220 is located at 158 Ave. B, Dyess AFB, TX 79607.

2. EXISTING SITE CONDITIONS: Site verify existing conditions. The existing roof is composition shingle with a few areas comprised of built-up roof (BUR). Roof slope of 6220 is estimated to be 4:12 with a field of roof estimated to be 21,907 Sq Ft. The current roof was installed on the building circa 2005 and is currently rated as degraded and/or unsatisfactory.

The composition shingle roof will be replaced with a standing seam metal roof. The BUR will be replaced by a single-ply PVC membrane roof. The roof plan identifies roof areas A-H.

Areas A, B, E, & F are composition shingle. Areas C, D, & H are low-slope BUR. Roof Area G is Standing seam Metal but is excluded from this task order. The composition shingle area is estimated to be 20,787 Sq Ft. The BUR is estimated to be 688 Sq Ft.

3. DESCRIPTION OF WORK:

a. Provide an all new, prefinished, standing seam metal roof to replace the failed/failing existing composition shingle roof. All new roofing materials and accessories shall be sourced from the same manufacturer, to ensure 100% compatibility, and to achieve a minimum 20-year, No Dollar Limit (NDL) leak-proof guarantee for the entire assembly. The warranty must cover at a minimum UL-90 wind parameters.

b. Provide all new, Single-ply PVC roofing to replace the failed/failing BUR. Materials and accessories shall be sourced from the same manufacturer, to ensure 100% compatibility, and to achieve a minimum 20 year, No Dollar Limit (NDL) warranty.

The PVC membrane must meet UL 580 Class 90 requirements.

c. The Contractor shall remove the coping, & insulation down to the existing deck for areas included in this task order, as indicated on Attachment A, aerial view roof plan.

Repair any damaged roof deck prior to re-roofing. The Contractor shall assume 10% deck repair / replacement. Wood blocking / nailers shall be replaced with new treated wood material, prior to placing new roofing membrane. All existing roofing asphalt shall be completely removed prior to installing new materials. Where the low-slope roof ends with a vertical wall, extend the membrane up the exposed wall, terminating under the standing seam metal roof flashing for a weather-tight seal.

d. Underlayment (240 Degree): Provide minimum 40-mil thick, cold-applied, self-adhering, polymer-modified, bituminous sheet membrane with an embossed, slip-resistant exposed surface with ASTM D1970 to areas A, B, E, & F. Provide High Temperature resistance underlayment that will not flow at 240 degrees. Provide primer when recommended by Underlayment manufacturer. Cover with final roofing surface prior to manufacturers’ exposure rating expiration. Provide Underlayment over entire roof surface, over purlins, over top and sides of roof vents, and hatches and below lower side of roof vents, and hatches to provide a complete watertight assembly

7407, 7409, 8030

FNWZ 25-0114

SOW - 2

prior to installation of Metal roofing. Seal edges according to manufacturer’s instructions.

e. Standing Seam Metal Roof (SSMR) shall be field-formed, continuous full-length prefinished panels extending from the eave to the ridge, 24 ga. dark bronze metal roofing material and flashing with the following properties. Design shall be based upon Architectural Building Components 200 Series standing seam full length panels with stiffener ribs & optional clip offset, 18” width, PVDF finish, and double lock seams. Provide “breadpan” folding of panel ends at ridges behind zee closures (refer to attachment “E”). Provide continuous closure cleats to interlock with new gutters & fascia. Fold exposed panel ends. Provide Valley flashing with raised center rib.

Valley flashing shall meet SMACNA and/or NRCA recommendations for locking the roof pans to the valley with hidden, 24 ga valley clips; a minimum of two fasteners per clip and formed cleats in the valley flashing (refer to attachment “E”). Metal roofing shall be installed to allow for downslope thermal movement. Exposed fasteners are not acceptable. Provide UL 580 Class 90 uplift and a 20-year leak proof guarantee for the entire assembly to include repair of any interior damage. The completed roof installation shall be inspected by the roofing manufacturer’s representative prior to B.O.D. to ensure full compliance with the manufacturer’s installation requirements.

Once this inspection has approved the installation and has provided the full warranty certification, the contractor shall submit the warranty certificates to the Government in an AF3000 material submittal.

f. PVC roof shall be comprised of 80 mil PVC with KEE polymer roofing membrane, on 5/8” cover board. There is no requirement for additional insulation above the roof deck.

g. Fascia: Provide new pre-finished metal fascia, color to match roofing. Louvers and vents in fascia shall be (re)painted to match roof finish.

h. Provide prefinished Dark Bronze roof edge flashing and/or coping. Note that the Roof edges will need to be raised from current elevation, due to the roofing system requirements. The roof contains several expansion joints. These are to be rebuilt to accommodate the new roofing system. Refer to Attachment E for a typical NCRA SSMR Expansion Joint Detail SVM-15. Provide standing seam connections at coping panel joints, refer to SMACNA Plate 68, Attachment E.

i. For PVC membrane areas, provide new roofing-compatible penetration flashing / boots. At pitch pan locations, provide roofing compatible PVC coated metal penetration pocket; refer to typical details, Attachment E.

j. Gutters & Downspouts: Replace all gutters, gutter straps, downspouts, and brackets with new, same-size, prefinished sheet metal, color to match SSMR roof.

k. Remove & replace roof equipment as required to install roofing below/behind new flashing. Provide new insulated curbs and flashing for roof equipment. Repaint reinstalled roof equipment and any remaining existing metal trim with a new coat of paint, color to match the pre-finished sheet metal roofing, and flashing / coping.

l. Fall protection: Provide Horizontal Lifeline (HLL) with permanently mounted anchors or anchor plates that DO NOT PENETRATE the standing seam panel or rib. The

7407, 7409, 8030

FNWZ 25-0114

SOW - 3

HLL shall be designed and engineered for the specific application by the HLL manufacturer or certified HLL engineer.

m. Provide the government with an accurate accounting of C&D haul off waste weight for environmental records.

n. Contractor lay-down area shall be approved by the Contracting Officer.

4. PERFORMANCE PERIOD: 150 calendar days.

5. GOVERNMENT FURNISHED ITEMS: Field verification is required. Restroom access is not allowed, the contractor shall provide temporary facilities for their workers. Power access via contractor-provided extension cords may be available, if coordinated with the facility manager, otherwise, it is recommended contractor provide necessary power generation. Contact the Contracting Officer for any other required Government furnished items.

6. PHASING REQUIREMENTS: Protect the facility by phasing the roof replacement work so that the amount of roofing removed on a day can be replaced on that same day. All facilities will remain entirely occupied and operational during execution of this task order.

Coordinate roof replacement phasing with facility manager.

7. ATTACHMENTS: This SOW includes the following Attachments:

A. Roof Plans and As-Built Drawings

B. Specifications

C. Existing Condition Photos

D. Bid Schedule

E. Product Information and Details (Basis of Design)

*** END OF SCOPE OF WORK ***

7407, 7409, 8030

FNWZ 25-0114

SOW - 4

ATTACHMENT A

STATE HIGHWAY 3438

(ARNOLD BLVD.)

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AVENUE A

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AVENUE A

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MINI STREET

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TYE ENTRANCE GATE: COMMERCIAL TRAFFIC / HAUL ROUTE

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ARNOLD GATE: MAIN ENTRANCE

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SECURITY FORCES

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CONTRACTING

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FIRE DEPT.

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CIVIL ENGINEERS

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PASS & ID VISITOR CONTROL CENTER

7407, 7409, 8030

FNWZ 25-0114

SOW - 5

ATTACHMENT B

Section 00 01 04 Dyess AFB, Texas ENVIRONMENTAL 2024 Version 2

Section 00 01 04 - page 1 of 19 (ver 17 DEC 2024 s/s 04 JAN 2024 ver)

PART 1 – GENERAL

1. APPLICABLE ENVIRONMENTAL REGULATIONS, LAWS, AND PUBLICATIONS: In accordance with (IAW) Executive Orders (EO) 13101, 13123, 13134, 13148, 13514, 13693, 13834 and 13990, federal, state, and local environmental protection laws, Dyess Air Force Base (DAFB) is committed to the principals of “Leadership in Environmental Management” and “Greening the Federal Government.” In addition, DAFB implements EO 13045, and 13296, to ensure protection from environmental health and safety risks. The specifications and standards contained in this section are to ensure that DAFB meets the mandates as established by statute and EOs, as well as Environmental Protection Agency (EPA), Department of Transportation (DOT), Occupational, Safety and Health Agency (OSHA), and Department of Energy (DOE) policy and guidance.

1.1. ENVIRONMENTAL PROTECTION STANDARDS: The following list serves as the basis for standards of environmental protection for work accomplished on DAFB:

The Resource Conservation and Recovery Act authorized Comprehensive Procurement Guidelines (CPG), The National Technology Transfer and Advancement Act/OMB Circular A-119, DOE's Federal Energy Management Program Product Efficiency

Recommendations, EPA's Waste Minimization Priority Chemicals, EPA's Indoor Environments Program Recommendations, and EPA's Construction Industry Compliance Assistance Center Recommendations.

1.2. ENVIRONMENTAL GOALS:

1.2.1. Abilene Local Ordinance: Section 32-58. (a)(2)l of the City of Abilene's Industrial Wastewater Ordinance, Ordinance No. 36-1992, Chapter 32 Utilities, Article III. Industrial Wastes, December 2003.

Sec. 32-58. General sanitary sewer use requirements.

(a) Prohibited discharge standards

(2) Specific Prohibitions.

l. Storm water, surface water, ground water, roof runoff, subsurface drainage, swimming pool drainage, condensate, deionized water, noncontact cooling water, and unpolluted wastewater, unless specifically authorized by the director.

1.2.1.1 Contractor shall route HVAC condensate drains to exterior of facility. Drains shall collect & direct water to a dry well or existing storm drain/system.

1.2.2. Resource Management: Promote stewardship of the earth's resources. The earth's resources include: perpetual resources, renewable resources, and non-renewable resources. Preserve or renew biodiversity and ecosystems.

Maximize use of bio-based and recycled content materials.

Maintain or improve water quality and promote water stewardship.

Employ job-site recycling and salvage procedures.

Employ DfE methodologies.

1.2.3. Toxicity/IEQ: Promote good indoor environmental quality (IEQ). Aspects of IEQ include: light quality, acoustic quality, and air quality.

Utilize a precautionary approach.

Maximize use of non-toxic, non-hazardous, healthy, and safe building materials.

Section 00 01 04 - page 2 of 19 (ver 17 DEC 2024 s/s 04 JAN 2024 ver)

1.2.4. Performance: Promote efficiencies in operational performance. Aspects of operational performance include: durability, maintainability, energy efficiency, and water efficiency.

1.3. CONTRACTOR’S ENVIRONMENTAL MANAGER: The Contractor shall designate an onsite party responsible for overseeing the environmental goals for the project and implementing procedures for environmental protection.

1.3.1. Qualifications: Minimum 5 years construction experience on projects of similar size and scope;

minimum 2 years experience with environmental procedures similar to those of this project; familiarity with Environmental Management Systems (EMSs) such as ISO 14001; and familiarity with environmental regulations applicable to construction operations.

1.3.2. Responsibilities: The Contractor’s environmental manager shall ensure:

Compliance with applicable federal, state, and local environmental regulations, including…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 25, 2025.