Attachment 1 - SOW JLSQ222009 Repair Exterior - Revision 1.pdf

STATEMENT OF WORK

Repair Exterior B102, B103, B105 and B404

Project: JLSQ222009

14 March 2022

Revision 1

23 September 2022

171ST AIR REFUELING WING (ARW)

PENNSYLVANIA AIR NATIONAL GUARD, CORAOPOLIS, PA

TECHNICAL PROVISIONS

TABLE OF CONTENTS:

1. DESCRIPTION OF SERVICES

2. SITUS OF WORK

3. PROJECT SPECIFIC REQUIREMENTS

4. GENERAL REQUIREMENTS

5. SUBMITTALS

6. CLOSEOUT DOCUMENTATION

ATTACHMENT I - Photos

ATTACHMENT II - Drawings

1. DESCRIPTION OF SERVICES

1.1. Objectives: The purpose of this project is to replace gutters, downspouts, soffit, fascia and vinyl siding on multiple buildings.

1.2. This Statement of Work (SOW) describes Contractor requirements for the project titled “Repair Exterior B102, B103, B105 and B404.” The Contractor is responsible to furnish and install all labor and materials to complete the items listed in this SOW. The Contractor shall provide the Government a complete and usable product at the completion of the project. All information included in this document, along with the instructions and standards referenced in the document, shall be considered as part of the SOW.

2. SITUS OF WORK

2.1. All work will occur at Pennsylvania Air National Guard Base, 171st Air Refueling Wing, Pittsburgh International Airport, Coraopolis, Pennsylvania 15108-4217.

3. PROJECT SPECIFIC REQUIREMENTS

Elements of Work for Building 102

3.1. Remove all siding, fascia, drip edge, soffit, gutters, downspouts and 18 windows. Glass block windows shall remain.

3.1.1. Reference paragraph 4.3 for building fixtures, signs and attachment points that are located in areas where material will be removed and installed.

3.2. Install approximately 2,800 square feet of new siding.

3.3. Install approximately 220 linear feet of fascia trim.

3.4. Install approximately 220 linear feet of metal drip edge.

3.5. Install approximately 220 linear feet of soffit.

3.6. Install approximately 120 linear feet of gutters.

3.7. Install 4 new down spouts, 60 linear feet total.

3.8. Install 18 new windows.

Elements of Work for Building 103

3.9. Remove all siding, fascia, drip edge, soffit, gutters and downspouts.

3.9.1. Remove the metal flashing along the garage roof where the siding of the main building meets the garage roof.

3.9.2. Reference paragraph 4.3 for building fixtures, signs and attachment points that are located in areas where material will be removed and installed.

3.10. Install approximately 4,300 square feet of new siding.

3.10.1. The Government will install new insulation around the exposed ductwork from the exterior HVAC unit to where the duct penetrates the building before the new siding is installed. Contractor shall coordinate with the Contracting Officer's Representative (COR) before new siding is installed in the area of the duct.

3.11. Install approximately 430 linear feet of fascia trim.

3.12. Install approximately 430 linear feet of metal drip edge.

3.13. Install approximately 430 linear feet of soffit.

3.14. Install approximately 280 linear feet of gutters.

3.15. Install 7 new down spouts, 110 linear feet total.

3.16. Install approximately 49 linear feet of new metal flashing on the garage roof where the siding meets the roof.

Elements of Work for Building 105

3.17. Remove all siding, fascia, drip edge, soffit, gutters and downspouts.

3.17.1. Reference paragraph 4.3 for building fixtures, signs and attachment points that are located in areas where material will be removed and installed.

3.18. Install approximately 920 square feet of new siding.

3.19. Install approximately 250 linear feet of fascia trim.

3.20. Install approximately 250 linear feet of drip edge.

3.21. Install approximately 250 linear feet of soffit.

3.22. Install approximately 160 linear feet of gutters.

3.23. Install 4 new down spouts, 60 linear feet total.

Elements of Work for Building 404

3.24. Remove all gutters and downspouts.

3.24.1. Reference paragraph 4.3 for building fixtures, signs and attachment points that are located in areas where material will be removed and installed.

3.25. Install approximately 400 linear feet of gutters.

3.26. Install 9 new down spouts, 200 linear feet total.

Material and Installation Specifications.

3.27. Siding shall be vinyl with a Tri Beam panel reinforcement system Dutch Lap style,

0.046 inch thick with a double thick roll over nail hem in a color similar to the existing.

3.27.1. Siding shall be installed per manufacturer’s specifications.

3.27.2. J-channel shall be used around windows and doors, on inside corners and where the siding meets the soffit or roof at an angle.

3.28. Fascia shall be 0.032 inch thick finished aluminum in a color similar to the existing.

3.29. Drip edge shall be 0.032 inch thick finished aluminum in a color similar to the existing.

3.29.1. The vertical leg of the drip edge shall be long enough to reach inside the gutter.

3.29.2. Water shall be directed away from the face trim at the roof line.

3.30. Soffit shall be vinyl with a Tri Beam panel reinforcement system, 0.042 inch thick vented in a color similar to the existing.

3.31. New gutters shall be the same size as existing.

3.31.1. Gutters for buildings 102, 103 and 105 shall be k-style seamless, 0.032 inch thick finished aluminum in a color similar to the existing. Gutter hangers shall be new and spaced 24 inches apart.

3.31.2. Gutters for building 404 shall be box style seamless, 24 gauge steel in a color similar to the existing. Gutter hangers shall be new and spaced 24 inches apart.

3.32. New downspouts shall be the same size as existing.

3.32.1. Downspouts for buildings 102, 103 and 105 shall be 0.032 inch thick finished aluminum in a color similar to the existing. New downspouts shall be installed in the same locations as existing and connect to the existing underground drainage piping. Contractor is responsible to modify existing drainage piping to retro fit new downspouts.

3.32.2. Downspouts for building 404 shall be 24 gauge steel in a color similar to the existing. New downspouts shall be installed in the same locations as existing and connect to the existing underground drainage piping. Contractor is responsible to modify existing drainage piping to retro fit new downspouts.

3.33. Windows for building 102 shall be vinyl, energy star rated double hung style, dual-pane glass with inert argon gas and in a color similar to existing. Existing windows are approximately 43 inches tall and 37 inches wide.

3.33.1. Contractor shall fill gaps around each window with insulation.

3.33.2. Contractor shall trim and caulk each window to be weather sealed and achieve a finished look.

3.33.3. Water damaged pieces of wood and insulation shall be replaced. Contractor shall assume minor repairs from water damage are needed on the exterior structure of the building for at least 4 of the windows.

4. GENERAL REQUIREMENTS

4.1. Contractor shall attend a Pre-Construction Conference. The Pre-Construction Conference will be scheduled after award. At a minimum, the Contractor shall have their Project Manager and Site Superintendent attend the meeting. The Contractor shall provide the following documents at the Pre-Construction Conference.

4.1.1. Project Construction Schedule

4.1.2. Contract Schedule of Values

4.1.3. Safety Plan

4.1.4. Quality Control Plan

4.2. Performance Period. The Contractor has 300 days from the Notice to Proceed (NTP) to complete all work on the project. The NTP will be issued by the Contracting Officer. No work is authorized until a NTP is issued and acknowledged.

4.3. Overview of Exterior Items: Contractor shall ensure each sign, fixture, or attachment point that is currently installed on the exterior of the building is temporarily removed for proper installation of siding, fascia, soffit, gutters, and downspouts and be reinstalled in the condition and location it was found. Contractor shall ensure each item not to remain is disposed of off-base.

4.3.1. Contractor shall coordinate with the COR before reinstalling exterior items to determine if the item is still serviceable or applicable to the building before reinstallation.

4.4. The Contractor shall provide all tools, materials, equipment, transportation, removal of debris and trash, supervision, and management (except as specified as Government Furnished) to accomplish items in this SOW located at 171 ARW, Air National Guard Base, Coraopolis, Pennsylvania.

4.4.1. Any waste of excess material resulting from any contract requirement shall be removed and disposed of by Contractor at a proper disposal site off 171st ARW, Air National Guard Station; disposal, discharge, deposit, dumping, spilling, leaking, or placing of any materials, wastes, effluents, trash, garbage, oil, grease, paint, chemicals. If any waste material is dumped in unauthorized areas, the Contractor shall remove the material and restore the area to the condition of the adjacent undisturbed site at Contractor’s expense.

4.4.2. Divert construction debris from landfill disposal where markets or on-site recycling exists. The installation has a scrap metal recycling dumpster on-site that may be used for recycling all types of scrap metal. Provide documentation showing total amount of construction debris diverted from landfill as a percentage of all construction debris on the project.

4.4.2.1. Contractor shall dispose of all scrap metal in the installation’s Qualified Recycling Program (QRP) metal dumpster for recycling.

4.4.3. The Contractor shall comply with all Air Force, OSHA, and building codes requirements that are abiding by the Federal Government, Commonwealth of Pennsylvania, and Allegheny County.

4.4.4. Any additional work completed by the Contractor without approval by the Contracting Officer shall be at the Contractor’s expense.

4.4.5. The Contractor shall submit material approval form(s) to the Contracting Officer within 10 days of contract NTP date. No materials shall be ordered without material approval of the Contracting Officer and the Base Civil Engineer.

4.5. Utilities. The Government will provide water, sewer and electrical connections.

Unsecure outdoor storage area at the base is available and must be requested through the Project Manager prior to utilizing. Secured storage is the responsibility of the Contractor.

4.6. Quality Control. Contractor shall develop and maintain a quality program to ensure work is performed as described in this SOW and in accordance with all local, state and federal rules.

4.7. Quality Assurance (QA). The Government will maintain a QA Program to ensure work is performed as described in this SOW and in accordance with all local, state, and federal rules.

The Project Manager will manage the Government’s QA program.

4.7.1. Periodic inspection of the work in progress will be accomplished by a representative of the Government for the purpose of ensuring the Contractor is conforming to the requirements of the SOW as well as verification of conformance with all safety, environmental, and employment regulations, practices and guidelines.

4.7.2. A one hundred percent (100%) inspection of the finished product will be accomplished. This inspection will consist of a walkthrough by the Contracting Officer and

COR.

4.7.3. The Contractor shall be held accountable for the successful execution of the project in accordance with the contract documents. Failure to meet the requirements of the contract may result in liquidated damages charged to the Contractor at a pre-determined rate.

4.7.4. Technical Competence and Ability. If requested by the Government, the Contractor shall provide proof of technical competence and experience in the area of expertise required by this SOW. The Contractor shall be prepared to submit documents providing proof of successful competence such as training certificate or accreditations from recognized industry leaders. Contractors shall also be prepared to provide proof of successful project experience through references of former clients in related project types.

4.8. Hours of Operation. The hours of operation at the PAANG base are a compressed work schedule as follows:

4.8.1. 1st Week: Monday through Thursday 0700 hours to 1600 hours, Friday 0700 to 1500 hours.

4.8.2. 2nd Week: Tuesday through Friday 0700 hours to 1600 hours.

4.9. Prior coordination with the COR is required for work start dates and scheduling of work requiring advanced coordination. The Contractor shall make every effort to minimize the interference and effect on the Government mission.

4.10. Contractor shall maintain one usable entrance to project facilities at all times.

4.11. Work-Site and Facility Protection: During work, Contractor shall protect the roof insulation and all penetrations to mitigate effects of adverse weather on and in building 300, to include covering all openings and rigid insulation during inclement weather or periods of no work. Contractor workers shall comply with all safety and fall protection standards.

4.12. Base Access. Base security personnel require that all personnel entering the installation are cleared for access and use the Contractor entrance (Sabre Gate). The Contractor shall complete WG Form 128, Request for Long Term Visitor Badge prior to commencing work.

Contractor will provide first name, last name, date of birth, SSAN, gender, and race information for all personnel accessing the base. The Contractor shall submit this information to the COR NLT 10 calendar days prior to the date of required access. Personnel must maintain a valid driver’s license, vehicle registration and proof of insurance at all time while on the base.

4.13. Material Safety Data Sheets, and Labels. The Contractor shall maintain a copy of the Environmental Protection Agency or State Registered Labels, plus Material Data Sheets for all paints, primers, solvents, inhibitors, or solutions used in connection with this contract; Material Data Sheets are also required for all hazardous materials defined in federal Standard 313c.

Identical back-up copies of these documents shall be given to the COR (who will provide copies to Base Environmental Office) and the Contracting Officer prior to the start of any work.

4.14. Dimensions and Quantity. All dimensions and quantities provided in the SOW are estimates only. They are provided as a courtesy for contractors to estimate the magnitude of work or materials necessary to complete a task. They are not intended to be final measurements.

The Contractor is responsible for verifying all dimensions and quantities in the field prior to starting work.

4.15. Warranty. The Contractor shall guarantee all workmanship and materials covered under this SOW for a period of no less than 5 years from the date of project acceptance. This Contractor’s warranty shall be included with any manufacturer’s warranties that accompany materials or systems installed as part of this SOW.

4.16. Contractor Payment. Contractor shall submit an application and certificate for payment every 30 days or at the end of the performance period, whichever comes first. The payment request shall include the following:

4.16.1. Contractor’s application for payment

4.16.2. Schedule of values

4.16.3. Contract progress report

4.16.4. Contract progress schedule

5. SUBMITTALS

5.1. All material approval submittals shall be forwarded to the COR and transmitted with an AF Form 3000. When submitting on a finish, texture or other material characteristic where a photograph is unacceptable, the Contractor shall provide a sample of the material for review and approval along with the product cut-sheet.

5.1.1. Materials

5.1.1.1. Siding

5.1.1.2. Soffit

5.1.1.3. Drip Edge

5.1.1.4. Fascia

5.1.1.5. Gutters

5.1.1.6. Downspouts

5.1.1.7. Fasteners

5.1.1.8. Hangers

5.1.1.9. Adhesives and Sealant

6. CLOSEOUT DOCUMENTATION

6.1. 10% Retainage will be released upon receipt of the following items:

6.1.1. Warranty documentation.

6.1.2. Certificates of no debts to suppliers and vendors.

6.1.3. Electronic pictures showing the area before and after repair.

6.1.4. Recycling or Landfill proof of disposition document.