W50S7524QA029_Attachment I_SOW.pdf

STATEMENT OF WORK

Repair Command Section Offices B602

PROJECT NO.: DJCF242735

26 August 2024

146TH AIRLIFT WING

CHANNEL ISLANDS AIR NATIONAL GUARD, PORT HUENEME, CA

CALIFORNIA AIR NATIONAL GUARD

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 Command Section office space at Wing Headquarters, Building 602 at Channel Islands ANG Station, CA. Repairs are to include demolition/removal and replacement of existing carpet tile, rubber cover base, water damaged gypsum board, water heater, and personnel door that were damaged as the result of an above ceiling water heater leak that caused water damage to the below office space.

1.2. This Statement of Work describes Contractor requirements for the project titled “Repair Command Section Offices B602.” The Contractor is responsible for work required to complete all items listed in this Statement of Work to include but not limited to all necessary labor, furnishing and installation of parts/materials, tools, equipment, planning, scheduling, and coordination. The Contractor shall comply with current Unified Facilities Criteria. 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, should be considered as part of the Statement of Work.

2. SITUS OF WORK

2.1. All work will occur at Channel Islands Air National Guard Station, 4146 Naval Air Road Port Hueneme, CA 93041, Building 602.

3. PROJECT SPECIFIC REQUIREMENTS

3.1. The Contractor shall:

3.1.1. Repair by replacement 330 linear feet (LF) of 4” rubber cove base and 1,672 square feet (SF) of carpet tile in the Command Section of Building 602 (see “Attachment 1 – Floor Plan”).

3.1.1.1. Demolish and remove 330 LF of 4” rubber cove base and 1,672 SF of 2’ x 2’ carpet tile for the rooms identified in “Attachment 1 – Floor Plan.”

3.1.1.2. Remove all debris, dry, clean, and prepare all surface areas for new carpet and cove base installation. Ensure no moisture exists to prevent the promotion of mold growth.

3.1.1.3. Install 1,672 SF of 2’ x 2’ carpet tile and 330 LF of 4” rubber cove base for the rooms identified in “Attachment 1 – Floor Plan.”

3.1.1.3.1. New rubber cove base shall match base architectural standards as identified in “Attachment 1 – Floor Plan” and para 3.1.1.3.1.1. Material submittal shall be required for Government approval.

3.1.1.3.1.1. 700 Series Black 4 in. x 120 ft. x 1/8 in. Thermoplastic Rubber Wall Cove Base Coil

3.1.1.3.2. New 2’ x 2’ carpet tile shall match base architectural standards as identified in “Attachment 1 – Floor Plan” and para 3.1.1.3.2.1 through

3.1.1.3.2.3. Material submittal shall be required for Government approval.

3.1.1.3.2.1. Lagoon / Blue – Mohawk: Rm 105, 106, 107, 108, 110, 112

3.1.1.3.2.2. Lithosphere / Blue -Mohawk: Rm 111, 113A

3.1.1.3.2.3. First one up II / Blue – Mohawk: Rm 113

3.1.2. Repair by replacement 71 SF of 5/8” gypsum board as identified in

“Attachment 1 – Floor Plan.”

3.1.2.1. Demolish and remove 71 SF of 5/8” gypsum board. Height of demolished gypsum board shall be from finished floor to 3’ above finished floor.

3.1.2.1.1. All wall receptacles, ports, and plates in the demolished area shall be removed and reinstalled as required to complete the repairs.

3.1.2.2. Repair by replacement any wood framing caused by water damage.

3.1.2.3. Remove all debris, dry, and clean all interior wall spaces to prevent promotion of mold growth.

3.1.2.4. Install 71 SF of new 5/8” gypsum board with smooth finish to match existing.

3.1.2.4.1. Paint gypsum board to match existing room paint scheme and color.

3.1.3. Remove and replace 2’ x 2’ ceiling tiles as identified in “Attachment 1 – Floor

Plan.”

3.1.3.1. Remove existing ceiling tiles in Rooms 110, 111, 112, 113, and 113A as identified in “Attachment 1 – Floor Plan.”

3.1.3.1.1. Existing ceiling grid and all ceiling fixtures and components are to remain in place.

3.1.3.2. Install new ceiling tiles per “Attachment 1 – Floor Plan.” New 2’ x 2’ ceiling tiles shall match base architectural standards as identified in “Attachment 1 – Floor Plan” and para 3.1.3.2.1. Material submittal shall be required for Government approval.

3.1.3.2.1. 2 ft. x 2 ft. USG/CGC, Mars, White, Square Edge Ceiling Tile

3.1.4. Remove existing 20-gal, above ceiling/deck mounted water heater and drain pan and install new 20-gal water heater, ¾” drain line, and drain pan.

3.1.4.1. Demolish and remove existing above ceiling/deck mounted 20-gal water heater to include all associated pipe, fittings, electrical wiring/conduit, hardware, and drain pan.

3.1.4.2. Relocate surrounding batt insulation as required for construction. Insulation shall be moved back to its original location at the completion of the project.

3.1.4.3. Dry, clean, and prepare area for new water heater and drain pan.

3.1.4.4. Mount to metal deck and install new 20-gal water heater, ¾” drain line, and drain pan to include all associated pipe, fittings, electrical wiring/conduit, and hardware to connect to the existing waterline and electrical supply. Material submittal shall be required for Government approval.

3.1.4.4.1. Water heater shall have the following specifications:

3.1.4.4.1.1. Location: Existing water heater location as required to utilize existing water/electrical utilities

3.1.4.4.1.2. Capacity: 20 gallons

3.1.4.4.1.3. Voltage: 208 V

3.1.4.4.1.4. Phase: Single

3.1.4.4.1.5. Max Wattage: 6,000 W

3.1.4.4.1.6. Max Test Pressure: 300 PSI

3.1.4.4.1.7. Max Working Pressure: 150 PSI

3.1.4.4.2. New drain pan shall match capacity of the existing drain pan or water heater manufacturer’s recommendation, whichever is greater.

3.1.4.4.3. ¾” drain line shall run from the drain pan to nearest exterior wall for a new exterior wall penetration. Final location shall be coordinated with the Government prior to construction.

3.1.5. Replace existing wood personnel door with new solid core wood door.

3.1.5.1. Remove existing wood personnel door. Existing door frame to remain and reused.

3.1.5.2. Install new solid core wood door and door hardware to match existing base standards and the below dimensions. Door to be painted to match existing.

Material submittal shall be required for Government approval.

3.1.5.2.1. Door opening dimension: 84” x 36”

3.1.5.2.2. Hinge spacing inside frame from top: 6-3/4”, 39-3/4”, 72-3/4”

3.1.5.2.3. Square hinges: 4-3/4” x 4-3/4”

3.1.5.2.4. Latch: 41-1/2” from base of frame

3.1.5.2.5. Door thickness: 1-3/4”

3.2. All furniture and items remaining in the designated office areas shall be protected and/or relocated for the duration of the project and be placed in its original location at the completion of the project. See “Attachment 2 – Site Pictures” for existing conditions.

3.3. All transportation, storage, application, and disposal of material shall be in accordance with manufacturer specifications and recommendations.

3.4. Environmental considerations: All material shall be approved by the Base Environmental Office and be in accordance with all local, State, and Federal regulations and compliance requirements.

3.5. The Government must approve all materials and execution plans/schedules prior to implementation.

3.6. References: The Contractor shall comply with the must current version of the following codes and standards:

3.6.1. UFC 3-200-01: DoD Building Code, with Change 1

3.6.2. UFC 3-120-10 Interior Design, with Change 2

3.7. Performance Period: The Contractor has 30 Days from the Notice-to-Proceed (NTP) to complete all work on the project. The NTP will be issued at the Pre-Construction Conference.

4. GENERAL REQUIREMENTS

4.1. The Contractor shall attend a Pre-Construction Conference that will be scheduled after award. At a minimum, the Contractor shall have the 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. The Contractor shall provide all labor, tools, materials, equipment, transportation, removal of debris and trash, supervision, and management (except as specified as Government Furnished) necessary to install/repair and test the requirements identified in the Statement of Work as located at Channel Islands Air National Guard Station, Port Hueneme, California.

4.2.1. Any waste of excess material resulting from any contract requirement shall be removed and disposed of by the Contractor at a proper disposal site off Channel Islands Air National Guard Station. Disposal, discharge, deposit, dumping, spilling, leaking, or placing of any materials, wastes, effluents, trash, garbage, oil, grease, paint, chemicals, etc. must be notified to and coordinated with the installation Environmental Office. If any waste material is dumped in unauthorized areas, the Contractor shall remove the material, restore the area to the condition of the adjacent undisturbed site at Contractor’s expense.

4.2.2. The Contractor shall comply with all Air Force, OSHA, and building code requirements that are abiding by the Federal Government and State of California.

4.2.3. Any additional work completed by the Contractor without approval by the Contracting Officer Representative (COR) shall be at the Contractor expense.

4.2.4. The Contractor shall submit a material approval form to the COR within 14 days after the contract NTP date. No materials shall be ordered without material approval of the Contracting Officer and the COR.

4.3. 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.

4.4. QUALITY CONTROL. The Contractor shall develop and maintain a quality control program to ensure work is performed as described in this Statement of Work and in accordance with all local, State, and Federal rules.

4.5. PROGRESS REPORTING. As work progresses, the Contractor will enter the actual progress on the progress report, (NGB Contract Progress Report, AF Form 3065 or similar) and submit to the COR on a weekly basis. For modifications that result in price increases and will affect the progress schedule and report, a separate NGB Contract Progress Report (or similar form) is used for each modification since they are normally individual line items and invoicing must be by CLIN to properly distribute funding.

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 Government 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 will 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. HOURS OF OPERATION. The hours of work shall be between 7:00 a.m. and 5:00 p.m.

Monday through Friday unless otherwise prescribed by this Statement of Work. Work shall not be performed on Weekends (except during RSDs) and Federal Holidays without prior coordination from the COR. NOTE: No work shall commence without prior coordination with the Base Facility Manager and the COR. Work within each project location shall not commence without prior coordination of the applicable Building Manger, the Contractor, and COR.

4.8. The Contractor shall schedule and arrange work with each Building Manager or end user representative at least five (5) working days before beginning work in each building or project location. The Contractor shall make every effort to minimize the interference and effect on the Government mission.

4.9. Prior to any work starting on a facility or site location, a mandatory walk through shall be scheduled and accomplished with the COR or Construction Inspector for explanation of requirements of work within each building or site location.

4.10. ANTITERRORISM/OPERATIONS SECURITY/INFORMATION PROTECTION.

This standard language is for Contractor employees with an area of performance within Government controlled installation, facility, or area.

4.10.1. Access and General Protection/Security Policy and Procedures. Base security personnel require that all personnel entering the installation are cleared for access.

The Contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The Contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services, or local Security Office. The Contractor will provide first name, last name, driver’s license number and applicable vehicle data for all personnel accessing the base. The Contractor shall submit this information to the COR NLT ten (10) working days prior to the date of required access. The Contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Personnel must maintain a valid driver’s license, vehicle registration and proof of insurance at all times while on the base. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

4.10.2. For Contractors that do not require Common Access Card (CAC) but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractor employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 10-245, AFI 31-101 and AFMAN 31- 113), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by Government representative).

4.11. 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, Environmental Office, and the Contracting Officer prior to the start of any work.

4.12. 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 certificates 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.

4.13. 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 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.

4.15. 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.

4.15.1. The payment request shall include the following:

4.15.1.1. Contractor’s application for payment

4.15.1.2. Schedule of values

4.15.1.3. Contract progress report

4.15.1.4. 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/plans

5.1.1.1. Carpet tile

5.1.1.2. Cove base

5.1.1.3. Personnel door and hardware

5.1.1.4. Water heater

5.1.1.5. Ceiling tile

6. CLOSEOUT DOCUMENTATION

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

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

6.1.2. Letter of Warranty.

6.1.3. Beneficial occupancy/usable completion date (if applicable).

6.1.4. Operating Tests performed and witnessed.

6.1.5. Pre-Final/Final inspections and completion of punchlist.

6.1.6. Training Sessions scheduled and user notified.

6.1.7. Certificates of no debts to suppliers and vendors.

6.1.8. As-Built Documentation (as needed) and O&M Documentation.

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

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

6.1.11. Total Project Cost Breakdown provided in the DD Form 1354.

Attachment 1 – Floor Plans

Legend:

Demolish, remove, and replace cove base and carpet

New Carpet Type:

Lagoon / Blue – Mohawk: Room 105, 106, 107, 108, 110, 112

Lithosphere / Blue – Mohawk: Room 111, 113A

First one up II / Blue – Mohawk: Room 113

New Cove Base Type:

700 Series Black 4 in. x 120 ft. x 1/8 in. Thermoplastic Rubber Wall Cove Base Coil

Legend

Demolish, remove, and replace 71 SF of 5/8” gypsum board

Legend

Remove and replace ceiling tiles

New Ceiling Tile Type:

2 ft. x 2 ft. USG/CGC, Mars, White, Square Edge Ceiling Tile

Attachment 2 – Site Pictures

Room 105 and 106:

Personnel door to be replaced

Room 107: Room 108:

Room 110:

Room 111:

Room 112:

Room 113:

Water Heater:

Water Heater (cont.):