Attachment 1_SOW JLSQ222007 Repair Roof B300 DFAC Kitchen.pdf

STATEMENT OF WORK

Repair Roof B300 DFAC Kitchen

Project: JLSQ222007

14 February 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 of Building 300

ATTACHMENT II - Building 300 Drawings

1. DESCRIPTION OF SERVICES

1.1. Objectives: The purpose of this project is to replace the Ethylene Propylene Diene Monomer (EPDM) roofing system over the Dining Facility (DFAC) kitchen area in building 300.

1.2. This Statement of Work (SOW) describes contractor requirements for the project titled “Repair Roof B300 DFAC Kitchen.” 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

Repair Roof, Building 300 DFAC Kitchen Area (see Attachment I for photos see Attachment II for drawings)

3.1. Demolish and remove the existing EPDM roofing system (including protection board, insulation board, flashing and parapet wall coping) over the DFAC kitchen area of Building 300 (approximately 5,330 SF based on the drawings in Attachment II).

3.1.1. Properly dispose of all old roofing material. Refer to section 4 and 5 for further details.

3.2. Install a new and complete EPDM roofing system. .

3.2.1. Roof shall have a 30 year total system warranty.

3.2.2. Roof shall be fully adhered 90-mil single-ply membrane Black EPDM.

3.2.3. New roof shall be installed to provide proper drainage using existing roof drain locations.

3.2.4. 6” wide splice tape shall be used for all seams.

3.2.5. Critical flashing details shall be double-wrapped with 90 mils of pressure sensitive flashing.

3.2.6. Cover boards shall be a minimum of 0.5” thick.

3.2.7. Insulation boards shall have glass-reinforced facers and a 25 psi rating.

3.2.8. Fastening density shall be 1 fastener per 2 square feet.

3.2.9. Perimeter securement shall be 6” on center.

3.2.10. Insulation adhesive density shall be 4” on center in the perimeter and 6” on center in the field.

3.2.11. All adhesives shall contain low Volatile Organic Compounds (VOCs) and be recommended by the manufacturer.

3.3. Replace all roof flashing and parapet wall coping. Install new flashing at all roof penetrations (vents, stacks, pitch pockets, equipment supports, etc.).

3.3.1. Lap Sealant shall be applied to the exposed edge of all flashing and joints.

3.3.2. Metal edging systems shall be compliant with American National Standards Institute (ANSI)/Single-ply Roofing Industry (SPRI) Edge System (ES)-1, “Wind Design Standard for Edge Systems Used With Low Slope Roofing Systems.”

3.4. Replace existing Carlisle sure-seal expansion joint system.

3.5. Replace all roof drains.

3.6. Replace all wood blocking associated with roofing system.

3.7. Replace deteriorated roof decking. Decking is 1.5” 20 gauge wide ribbed steel (galvanized) welded to supporting steel. Contractor shall assume 10% replacement of deck is required (see Attachment II for building drawings).

3.8. Remove any unused roof penetrations (i.e. vents, stacks, and other equipment) and patch roof deck prior to installation of new roof.

3.9. The government must approve materials prior to installation. Refer to Section 5.0 of this

SOW.

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 Rooftop Items: Contractor shall ensure each item to remain is temporarily removed for proper roofing installation and reinstalled in the condition it was found. Contractor shall ensure each item not to remain is disposed of off-base.

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) necessary to accomplish the 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.

4.4.3. 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 notice to proceed date. No materials shall be ordered without material approval of the contracting officer and the base civil engineer.

4.5. Government Furnished Property and Services. 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 Statement of Work 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 Statement of Work 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 statement of work 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 contracting officer representative.

4.7.3. The contractor shall be held accountable for the successful execution of the project in accordance with the contract documents.

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 Statement of Work. 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:

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

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

Prior coordination with the Contracting Officer's Representative (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.

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

4.10. 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 applicable safety and fall protection standards.

4.11. 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 14 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.

4.12. 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.

4.13. Dimensions and Quantity. All dimensions and quantities provided in the Statement of Work 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.

4.14. Warranty. The contractor shall guarantee all workmanship and materials covered under this statement of work 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 statement of work.

4.15. 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:

4.15.1. Contractor’s application for payment

4.15.2. Schedule of values

4.15.3. Contract progress report

4.15.4. 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. EPMD roofing

5.1.1.2. Splice tape

5.1.1.3. Lap sealant

5.1.1.4. Cover boards

5.1.1.5. Insulation boards

5.1.1.6. Fasteners

5.1.1.7. Adhesives

5.1.1.8. Metal edging/flashing/coping

5.1.1.9. Expansion joint system

5.1.1.10. Roof Drains

6. CLOSEOUT DOCUMENTATION

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

6.1.1. Roof warranty for 30 years.

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.

6.1.5. Operation and Maintenance Manuals

Building 300 DFAC Kitchen Roof Area.

Approximately 5,300 sq ft