Attachment 1_SOW_Repair Marquee.pdf
PDF 246 KB Posted
- Attached to
- Repair Marquee Federal contract opportunity
- Solicitation number
- W50S91-21-Q-0047
- Issued by
- Department of the Army National Guard
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment 1_SOW_Repair Marquee.pdf | ||
| W50S91-21-Q-0047_Rpr Marquee_Amendment 1.pdf | ||
| Attachment 2_Wage Determination.pdf | ||
| W50S91-21-Q-0047_Rpr Marquee_Solicitation.pdf |
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Text version
STATEMENT OF WORK
Repair Marquee
Project: JLSQ212010
13 August 2021
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
1. DESCRIPTION OF SERVICES
1.1. Objectives: The purpose of this project is to repair the I-376 Marquee. The existing masonry has separated from the structure and is in need of repair.
1.2. This statement of work describes contractor requirements for the project titled “Repair Marquee.” The contractor is responsible to furnish and install all labor and materials to complete the items listed in this Statement of Work (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 Statement of Work.
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 I-376 Marquee
3.1. The Contractor shall:
3.1.1. Demolish and dispose of remaining existing cultured stone and backer board including that which has collapsed and fallen to the ground. Demolish and dispose of any rusted and deteriorated galvanized metal studs. Demolish and dispose of wood backer boards for lettering.
3.1.1.1. Replace existing backer board with concrete backer board, and expanded metal lath. Replace any galvanized metal studs to match existing.
3.1.1.2. Replace wood backer boards for lettering with treated lumber to match existing.
3.1.1.3. Install scratch coat and cultured stone veneer (Dutch Quality Pennsylvania
Limestone).
3.1.1.4. Install metal flashing cap at top of stone base and seal all joints.
3.1.1.5. Install new powder coated lettering to match letters and style that were removed by government.
3.1.1.6. Clean and remove all debris from site.
3.2. Quantities: Any quantities provided are to enhance contractors’ understanding of the magnitude of work required under this bid. Government-provided quantities shall not be used by contractors in establishing pricing. Contractors are responsible for making their own measurements in determining their bids for work under this project.
3.3. All listed sub‐contractors working for the contractor shall possess the applicable Pennsylvania Contractors license.
3.4. Contractor shall maintain one usable entrance to project facilities at all times.
3.5. Performance Period: The contractor has 30 days from the NTP to complete all work on the project. The NTP will be issued at the Pre-Construction Conference.
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. Schedule of Values
4.1.2. Project Construction Schedule
4.1.3. Company Safety Plan
4.1.4. Company Quality Control Plan
4.2. All work performed under this SOW shall be conducted in accordance with applicable state and federal laws and regulations, ANG policies and regulations, and this SOW as outlined below:
NFPA 70 – National Electrical Code ANG ETL 01-1-1 – Air National Guard Design Policy
4.3. 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 install, test, and repair facility safety items located at 171 ARW, Air National Guard Base, Coraopolis, Pennsylvania.
4.3.1. 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.
4.3.2. 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.
4.3.3. Any additional work completed by the contractor without approval by the Contracting Officer shall be at the contractor’s expense.
4.3.4. 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.
4.4. 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 COR prior to utilizing. Secured storage is the responsibility of the contractor. Hook up will be to existing electrical outlets and existing water shut off valves and will be the contractor's responsibility. Any contractor requirement to connect to the base water system will need to be coordinated through the COR and will require a backflow prevention device
4.5. 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.
4.6. Quality Assurance. The Government will maintain a Quality Assurance 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.
4.6.1. 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.
4.6.2. A one hundred percent (100%) inspection of the finished product will be accomplished. This inspection will be a two-part inspection consisting of a pre-final and a final inspection completed by the COR.
4.6.3. The contractor shall be held accountable for the successful execution of the project in accordance with the contract documents. The Government reserves the right to inspect or test any supplies or services that have been tendered for acceptance. The Government may require repair or replacement of nonconforming supplies or reperformance of nonconforming services at no increase in contract price.
4.7. 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 1630 hours, Friday 0700 to 1500 hours.
2nd Week: Tuesday through Friday 0700 hours to 1630 hours.
Prior coordination with the COR is required for work start dates and scheduling of work requiring advanced coordination. Contractor shall sign in and out at the beginning and end of each workday with the COR.
4.8. Prior to any work starting on a facility, a mandatory walk through shall be scheduled and accomplished with the government project manager or construction inspector for explanation and requirements of work.
4.9. 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.
4.10. Warranty. The contractor shall guarantee all workmanship and materials covered under this statement of work for a period of no less than 1 year 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.
4.11. 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.
4.11.1. The payment request shall include the following:
4.11.1.1. Contractor’s application for payment
4.11.1.2. Contract progress report
4.11.1.3. 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. The contractor shall not order, deliver or install any materials without material approval or remove any materials on site, which have not been properly approved.
5.1.1. Masonry
5.1.1.1. Grout
5.1.1.2. Cultured Stone Veneer
5.1.1.3. Concrete Backer Board
5.1.1.4. Metal Lath
5.1.1.5. Metal Cap
5.1.1.6. Caulk
5.1.1.7. Lettering
5.1.1.8. Metal Studs
6. CLOSEOUT DOCUMENTATION
6.1. 10% Retainage will be released upon receipt of the following items:
6.1.1. The contractor shall complete with the COR a final inspection report.
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