Attachment 1_SOW_JLSQ222014 Repair Sanitary Lift Station by B316.pdf

STATEMENT OF WORK

Repair Sanitary Lift Station by B316

Project: JLSQ222014

14 July 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 and Drawings of Lift Station

1. DESCRIPTION OF SERVICES

1.1. Objectives: The purpose of this project is to repair the sanitary lift station by building 316 by replacing the two (2) pumps and the control panel.

1.2. This statement of work describes contractor requirements for the project titled “Repair Sanitary Lift Station by B316.” 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

3.1. The Contractor shall:

3.1.1. Monitor and remove sewage from the pit to support base operations until the lift station is operational. Sewage shall be removed offsite and disposed at an appropriate facility.

Sewage removal shall be the responsibility of the contractor for the duration of the project, starting on the first day after the Notice to Proceed (NTP) is issued. The pit is currently pumped out two (2) times per week to support base operations.

3.1.2. Remove the two (2) sanitary lift pumps, control panel and alarm at the lift station near building 316. The specifications for the lift pumps to be removed are below, see Attachment I for picture of data plate:

Make: Weil Model: W-2528-11 Impeller: 650 Iron Motor: W-9709-4T50D52

RPM: 1750

Power: 5 horsepower Frequency: 60 Hertz Voltage: 208/230, 3 phase Amps: 17.6-16

3.1.3. Cut a hole in the top of the concrete pit and install a new access door for the pit that is sufficient to support removing the pumps from above ground. Contractor is responsible to furnish the new access door and rework the concrete pit (including the vent) to accept the new access door.

3.1.4. Furnish and install two (2) sanitary lift pumps, control panel with alarm and lift system. See attachment I for pictures and drawings of the lift station.

3.1.4.1. Install a lift system capable of raising both lift pumps out of the pit.

3.1.4.2. Lift pumps shall be installed using a system in which they can be lifted out of the pit from above ground.

3.1.4.3. The new control panel shall be sufficient for outdoor installation and contain an audible alarm with a manual shut off similar to the current lift station.

3.1.4.4. Install four (4) new float switches.

3.1.4.5. Install new check valves for each pump.

3.1.4.6. Install new plug valves for each pump.

3.1.5. Existing utilities shall be reworked so that all components of the lift station are functional.

3.1.6. After installation is complete, perform a startup of the unit and ensure proper operation of the system IAW manufacturer requirements.

3.1.7. Provide a detailed report summarizing all the work performed along with the results of any testing.

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 90 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. 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.

4.3.1. 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. 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.

4.3.3. 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.

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

4.3.5. 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.

4.4. Government Furnished Property and Services. The government will provide reasonable amounts of water, sewer and electrical services to support the construction work. Hook up connections to those services shall be the contractor’s responsibility. Any contractor requirement to connect to the base water system shall be coordinated through the Contracting Officer Representative (COR) and the contractor shall provide the backflow prevention device.

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.

4.5. 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 walkthrough by the contracting officer, contracting officer representative, safety, environmental, fire department, security, anti-terrorism officer, user, contract manager and a representative of the associated trades to be inspected.

4.6.3. Upon completion of the pre-final inspection, a pre-final inspection report will be prepared by the COR and forwarded to the contractor. All discrepancies noted in the pre-final inspection report must be corrected by the contractor to the satisfaction of the contracting officer within 10 days of receipt of the report.

4.6.4. 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 repair or replacement of nonconforming supplies or reperformance or nonconforming services at no increase in contract price.

4.7. Hours of Operation. The normal duty hours of operation at PAANG are as follows:

1st Week: Monday through Thursday 0700 hours to 1630 hours, Friday 0700 to 1530 hours.

2nd Week: Tuesday through Friday 0700 hours to 1630 hours.

Construction can be accomplished any time during these hours unless the base is closed for a holiday. Prior coordination with CE is required to work outside these hours.

4.8. The contractor shall schedule and arrange work with each building facility manager at least two (2) working days before beginning work in each building. The contractor shall make every effort to minimize the interference and effect on the government mission.

4.9. 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, SSN, gender, and race information for all personnel accessing the base. The contractor shall submit this information to the COR NLT two weeks 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.

4.10. 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 Base Safety Officer and the Contracting Officer prior to the start of any work.

4.11. 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. All listed sub‐contractors working for the contractor shall possess the applicable Pennsylvania Contractors license.

4.12. 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.

4.13. 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.

4.14. 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.

4.14.1. The payment request shall include the following:

4.14.1.1. Contractor’s application for payment

4.14.1.2. Schedule of values

4.14.1.3. Contract progress report

4.14.1.4. Contract progress schedule

5. SUBMITTALS

5.1. All material approval submittals shall be submitted to the Contracting Officer 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. Pumps

5.1.2. Check Valves

5.1.3. Plug Valves

5.1.4. Control Panel

5.1.5. Lift system

5.1.6. Access Door

6. CLOSEOUT DOCUMENTATION

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

6.1.1. Operations and Maintenance manuals for all installed equipment (if applicable)

6.1.2. Contractor workmanship letter of warranty up to one year.

6.1.3. Certificates of no debts to suppliers and vendors.

6.1.4. Detailed report summarizing all work performed and results of any testing.

6.1.5. Recycling or Landfill proof of disposition document (if available).

lift station - 2 lift station - 1 control panel - 1 pump specifications

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