Attachment 1 - Statement of Work (4 Nov 26).pdf

FACILITY ENHANCEMENT

AND

MAINTENANCE

IDIQ

Statement of Work

628 Civil Engineering Squadron

JOINT BASE LINDSEY GRAHAM, SOUTH CAROLINA

4 November 2026

Table of Contents

Part 1: Statement of Work (SOW)

• SECTION 1: GENERAL INFORMATION

• 1.1. SCOPE OF WORK

• 1.2. LOCATION

• 1.3. PERIOD OF PERFORMANCE

• 1.4. REGULATIONS AND STANDARDS

• SECTION 2: GENERAL CONTRACTOR REQUIREMENTS

• 2.1. TASK ORDER MANAGEMENT

• 2.2. WORK SITE MANAGEMENT

• 2.3. HAZARDOUS MATERIALS

• SECTION 3: SPECIFIC TASK REQUIREMENTS

• 3.1. FLOOR COVERING TASKS

• 3.2. PROTECTIVE COATING TASKS

• 3.3. MAINTENANCE AND REPAIRS TASKS

• SECTION 4: ATTACHMENTS

• Attachment A: Estimated Quantities

• Attachment B: Applicable Publications

• Attachment C: Work Order Form

Part 2: General Requirements

• 1.0 CONTRACT DESCRIPTION

• 2.0 WORK BY THE GOVERNMENT

• 3.0 PERFORMANCE CAPABILITIES

• 4.0 RESERVED

• 5.0 CONSTRUCTION REQUIREMENTS

• 6.0 QUALITY CONTROL (QC)

• 7.0 PROTECTION OF CONTRACTOR'S EQUIPMENT & GOVERNMENT

PROPERTY

• 8.0 PROVISIONS ON CONTRACTING OFFICER'S AUTHORITY

• 9.0 TASK ORDER PRICING

• 10.0 COMMUNICATION

• 11.0 PRE-PERFORMANCE CONFERENCES

• 12.0 ORDERING PROCEDURES

• 13.0 COMMENCEMENT, PROSECUTION, COMPLETION & PAYMENT FOR

WORK

• 14.0 WEATHER DAYS

• 15.0 HOURS OF WORK

• 16.0 JOBSITE VERIFICATION/GOVERNMENT-FURNISHED RECORD

DRAWINGS

• 17.0 MATERIAL SUBMITTALS & SHOP DRAWINGS

• 18.0 PERMITS

• 19.0 EXCAVATION

• 20.0 TESTING OF MATERIALS

• 21.0 PRE-FINAL & FINAL INSPECTIONS

• 22.0 WARRANTY

• 23.0 PROJECT SCHEDULING & COORDINATION

• 24.0 COORDINATING WITH GOVERNMENT ACTIVITIES

• 25.0 NOISE CONTROL

• 26.0 CONSTRUCTION SITE MAINTENANCE

• 27.0 CONTRACTOR PARKING

• 28.0 TRANSPORTATION OF CONSTRUCTION EQUIPMENT

• 29.0 BASE FIRE REGULATIONS

• 30.0 SECURITY REQUIREMENTS

• 31.0 AREAS WITH SPECIAL CONDITIONS

• 32.0 WORK IN SPECIAL SECURITY AREAS

• 33.0 SAFETY AND HEALTH

• 34.0 EXPLOSIVE OPERATED HANDTOOLS

• 35.0 CONTRACTOR'S USE OF ELECTROMAGNETIC EMISSION DEVICES

• 36.0 WEAPONS STORAGE AREAS AND CONVENTIONAL STORAGE AREAS

• 37.0 USE OF TOBACCO

• 38.0 INAPPROPRIATE WORKER BEHAVIOR

• 39.0 COMPLETION OF CONTRACT

• 40.0 PARTNERING

• 41.0 GOVERNMENT FURNISHED SERVICES

• 42.0 EMERGENCIES

• 43.0 SEVERE WEATHER

• 44.0 TEMPORARY CONSTRUCTION MEASURES

• 45.0 HAZARDOUS MATERIAL

Part 1: Statement of Work (SOW)

SECTION 1: GENERAL INFORMATION

1.1. SCOPE OF WORK

This Statement of Work (SOW) outlines the requirements for various facility enhancement and maintenance services. The contractor shall provide all management, labor, materials, equipment, tools, transportation, and supervision necessary to perform the tasks described herein. This SOW consolidates the requirements for three primary areas of work:

• A. Floor Covering: Removal and replacement of floor covering materials, including but not limited to carpet, vinyl composition tile (VCT), luxury vinyl tile (LVT), rubber flooring, and ceramic/porcelain tile.

• B. Protective Coatings: Application and maintenance of protective coatings, including surface preparation, painting, staining, sealing, signage, and water blasting.

• C. Maintenance and Repairs: Miscellaneous repair services and "like-in-kind" replacement of mechanical, electrical, and plumbing systems such as HVAC, boilers, and water heaters.

1.2. LOCATION

All work will be performed at Joint Base Lindsey Graham which includes, but is not limited to:

• Joint Base Lindsey Graham - Air Base, North Charleston, SC

• Joint Base Lindsey Graham - Weapons Station, Goose Creek, SC

• North Auxiliary Airfield, North, SC

• Short Stay Recreational Facility, Moncks Corner, SC

1.3. PERIOD OF PERFORMANCE

Individual task order periods of performance will be negotiated between the Government and the contractor prior to the award of each task order. The contractor must start work no later than directed in the task order's Notice to Proceed and maintain adequate forces to meet the average capacity requirement.

1.4. REGULATIONS AND STANDARDS

All work shall be performed in accordance with applicable federal, state, and local regulations, commercial practices, manufacturer specifications, and the industry standards referenced in this

SOW.

SECTION 2: GENERAL CONTRACTOR REQUIREMENTS

2.1. TASK ORDER MANAGEMENT

The contractor shall manage all task orders as described below:

• 2.1.1. Task Order POC: The contractor shall provide a single point of contact (POC) and one designated alternate for receiving all task orders and cost proposal requests from the Government's Contracting Officer (CO) via email.

• 2.1.2. Scope Validation: Upon receipt of a task order proposal request, the contractor shall visit the proposed work site with the Contracting Officer's Representative (COR) to validate the scope, examine site conditions, and develop a mutual understanding of the work.

• 2.1.3. Cost Proposal: Following the site visit, the Contractor shall submit a detailed cost proposal within the timeframe specified in the task order proposal request. The required proposal submission timeframe will typically be 7 calendar days. However, the Government may establish a shorter or longer timeframe based on the requirement and complexity of the task order. The Contractor shall use the applicable Schedule B unit prices for the option year in effect for all work items covered by the Schedule B. For required work items not included in the Schedule B, the Contractor shall develop proposed pricing in accordance with the guidance provided in the applicable task order statement of work.

• 2.1.4. Work Status and Timeliness: The contractor shall provide status updates when required by the CO/COR. Work shall be completed within the time allowed for each task order, with the following default timelines unless otherwise specified:

• Emergency: Complete as soon as possible.

• Urgent: Complete within 5 workdays.

• Routine: Complete within 30 calendar days of receipt.

• 2.1.5. Completion: The COR and contractor will certify satisfactory completion by signing and dating the completed work request form.

2.2. WORK SITE MANAGEMENT

• 2.2.1. Occupied Areas: The contractor shall coordinate all activities to minimize interference and inconvenience in occupied facilities. This includes coordinating entry and exit and furnishing approved barricades, signage, and fencing to warn occupants of hazardous areas.

• 2.2.2. Building and Fixture Protection: The contractor shall take all necessary precautions to protect buildings and fixtures from damage. Any damage resulting from contractor operations or negligence shall be repaired or replaced by the contractor at no additional cost to the government.

• 2.2.3. Work Area Cleanup: The work area shall be left as clean as or cleaner than it was upon arrival. Upon completion, the contractor shall thoroughly clean the installation area, including floors, walls, and surrounding surfaces, and remove all tools, equipment, and debris.

2.3. HAZARDOUS MATERIALS

• 2.3.1. Restrictions: No hazardous materials shall be brought onto Joint Base Lindsey Graham until registered with Bio Environmental Engineers via the Enterprise Environmental Safety and Occupational Health Management Information System (EESOH-MIS). The contractor must submit a complete inventory list, including Safety Data Sheets (SDS), for all hazardous materials.

• 2.3.2. Flammable Materials: Materials classified as "Flammable" will not be stored on Joint Base Lindsey Graham. Only day use of approved flammable materials is permitted.

• 2.3.3. Asbestos: All asbestos sampling, testing, and removal must be completed in accordance with SCDES and USEPA regulations by trained and accredited professionals.

The contractor shall provide a written work plan for any asbestos removal, and the work site must be properly contained, marked, and monitored. All asbestos-containing materials must be wetted before removal and disposed of in sealed, leak-proof, labeled bags. Disposal records and clearance testing documents must be submitted upon completion of asbestos remediation work.

SECTION 3: SPECIFIC TASK REQUIREMENTS

3.1. FLOOR COVERING TASKS

• 3.1.1. Furniture Moving: The contractor shall be responsible for the removal and reinstallation of furniture as required for floor covering installation.

• Light Furniture: Desks, bookcases, chairs, small tables, etc.

• Heavy Furniture: Safes, vending machines, appliances, auditorium seating, etc.

• System and Modular Furniture: Disassemble, move, and reassemble as needed.

• 3.1.2. Material Removal and Disposal: Removal of existing materials including carpet, tile, baseboards, and all associated adhesives. Materials shall be disposed of at an approved off-base site.

• 3.1.3. Substrate Preparation: Prepare subflooring to be smooth, true, and level. Repair all holes, cracks, or defects as recommended by the new flooring manufacturer. Verify that concrete floors meet moisture content requirements.

• 3.1.4. Installation: Install all floor covering products, accessories, and trim according to industry standards (e.g., CRI-104 for commercial carpet) and manufacturer recommendations. For LVT and VCT, a minimum of three (3) sealed finish coats is required.

3.2. PROTECTIVE COATING TASKS

• 3.2.1. Surface Preparation: Inspect all assigned work to check for surface repair and preparation needs. This includes removal of wallpaper, cleaning, water blasting, sanding, scraping, and sealing.

• 3.2.2. Protective Coating Application: Apply protective coatings to meet the requirements. Airless paint spraying may be used with CO/COR approval.

• 3.2.3. Exterior Paint Scheme: The standard color scheme is tan for the base color and dark brown for the trim. Unsightly building elements (exhaust fans, downspouts, etc.)

shall be painted to match the background color.

• Base Color: Sherwin Williams 6119 (Antique White) or equivalent.

• Trim Color: Sherwin Williams 2007 (Nightscape) or equivalent.

• 3.2.4. Sign Task: Produce and install various exterior signs and displays using techniques such as stenciling and lettering to meet the Joint Base Lindsey Graham Sign Standard. This includes traffic, parking, and organizational signs.

• 3.2.5. Water Blasting: Clean masonry, concrete, block, brick, stucco, metal, and other surfaces. The contractor shall not water blast any structure higher than 45 feet.

3.3. MAINTENANCE AND REPAIRS TASKS

• 3.3.1. Type of Work: Perform miscellaneous repair services and provide general electrical, mechanical, and plumbing trades. Where replacement of mechanical systems is needed, all replacements will be "like-in-kind" items.

• 3.3.2. Troubleshooting: Identify and troubleshoot deficiencies of mechanical systems such as HVAC, boilers, water heaters, and related fixtures.

• 3.3.3. Removal and Installation: Perform proper removal, disposal, and installation of "like-in-kind" new equipment by a certified technician in accordance with the manufacturer's specifications.

• 3.3.4. System Completion: Upon completion, ensure the new system is operating properly and restore the work area to its original state.

SECTION 4: ATTACHMENTS

• Attachment A: Estimated Quantities: A single set of tables estimating the annual quantities for floor covering, protective coatings, and mechanical repairs.

• Attachment B: Applicable Publications: A unified list of all mandatory and advisory publications and industry standards (ASTM, ANSI, MPI, SSPC, etc.).

• Attachment C: Work Order Form: A standardized work order request form applicable to all three types of work.

Attachment A: Estimated Annual Quantities

This attachment is the estimated quantities for Floor Covering and Protective Coating tasks as specified in their respective Statements of Work. Please note that the "Maintenance and Repairs" SOW does not contain estimated annual quantities as work is determined on a per-task-order basis.

1. Floor Covering Installation & Materials This includes material purchase and any needed adhesives.

Carpet selected via AF Contract (INCLUDING ADHESIVE) 7000 SY Installation of any Carpet (Regardless of Supplier) 7000 SY

Sheet Vinyl with Backing INSTALLED 500 SY

Vinyl Tile Composition INSTALLED 1000 SF

Luxury Vinyl Tile INSTALLED 15000 SF

Rubber Flooring 1'x1' up to 1Meter X 1Meter INSTALLED 500 SF

Floating LVT with underlayment INSTALLED 2000 SF

Ceramic Tile 12x12 or 6x6 INSTALLED 200 SF

Ceramic Tile Bull Nose INSTALLED 20 LF

Carpet Padding INSTALLED 500 SY

Epoxy Poured Floor INSTALLED 8000 SF

Epoxy Poured 4" OR 6" Wall Base INSTALLED 5000 LF

2. Floor Covering Accessories This includes material purchase and any needed adhesives.

Wall Base (Rubber, Vinyl) 4" INSTALLED 8000 LF

Wall Base (Rubber, Vinyl) 6" INSTALLED 5000 LF

Wall Base (Painted quarter round) and Finish INSTALLED 2100 LF

Vinyl Transition INSTALLED 500 LF

Metal Transition INSTALLED 50 LF

Floating Floor Transition INSTALLED 10 LF

Door Threshold INSTALLED 2 EA

Rubber Stair Treads/and Risers INSTALLED 500 LF

Metal Stair Treads 59 LF Floor Prep/Patch/Level/Sand COMPLETED TO MFG ACCEPTED

LEVEL 28000 SF

Vinyl Stair Nosing 100 LF

Metal Stair Nosing 100 LF

3. Other Floor Requirements

Modify/Cut Wood Doors 10 EA

Carpet on Steps INSTALLED 60 LF

Carpet as Base INSTALLED 100 LF

Asbestos Test (one product sample) 5 EA

Asbestos Test (additional sample) 3 EA

Asbestos Removal up to 500 SF 1 EA

Asbestos Removal 501-1000 SF 1 EA

Asbestos Removal 1001 - 2000 SF 1 EA

Clearance Testing 3 EA

4. Material Removal, Disposal & Furniture Moving

Light Furniture 750 EA

Heavy Furniture 300 EA

Systems Furniture 70 EA

Glue-Down Carpet 4500 SY

Stretched-In Carpet 500 SY

Glue-down Resilient Floorcovering 1000 SF

Floating Floorcovering 300 SF

Ceramic or Porcelain Floorcovering 300 SF

Wall Base any type up to 6" 8000 SF

Stair Treads/Riser 100 LF

5. Protective Coatings

GYPSUM BOARD 350000 SF

WOOD INTERIOR 10000 SF

WOOD EXTERIOR 20000 SF

METAL INTERIOR 40000 SF

METAL EXTERIOR 10000 SF

CONCRETE/MASONRY/PLASTER 20000 SF

TRIM 50000 LF

ENGINEER GRADE REFLECTIVE BASE 500 SF

ALUMINUM SIGN BLANKS 500 SF

PAINT POOL ADULT AND WADING AREA 200 SF

FULL PRIME 80000 SF

MUD AND TAPE 30000 SF

WATER BLASTING 200000 SF

LEAD BASE PAINT REMOVAL 1000 SF

REMOVE WALLPAPER 20000 SF

SIGN POSTS 110 LF

Attachment B: Applicable Publications

This attachment provides a comprehensive list of all publications, standards, and codes referenced in the Statements of Work for Floor Covering, Protective Coatings, and Maintenance and Repairs. All work must comply with the latest versions of these documents.

1. American Association of Textile Chemists and Colorists (AATCC)

• AATCC 16.3-2014: Colorfastness to Light

• AATCC 107-2013: Colorfastness to Water

• AATCC 129-2016: Colorfastness to Ozone

• AATCC 134-2016: Electrostatic Propensity of Carpets

• AATCC 165-2013: Colorfastness to Crocking

2. American Conference of Governmental Industrial Hygienists (ACGIH)

• ACGIH 2023: Documentation of the Threshold Limit Values and Biological

• 0100Doc Exposure Indices

3. American National Standards Institute (ANSI)

• ANSI/ASME A13.1-2023: Scheme for the Identification of Piping Systems

• ANSI A108/A118/A136.1-2023: Standards for Installation of Ceramic Tile

• ANSI A108/A118/A136.1-2023: Standards for Tile Mortars, Grouts, & Adhesives

• ANSI A136.1: Organic Adhesives for Installation of Ceramic Tile

• ANSI A108/A118/A136.1-2023: Standard for Ceramic Tile

4. American Society for Testing and Materials (ASTM)

• ASTM A185/A185M-21: Steel Welded Wire Fabric, Plain, for Reinforcement

• ASTM C33/C33M-23: Concrete Aggregates

• ASTM C144-23: Aggregate for Masonry Mortar

• ASTM C150/C150M-23: Portland Cement

• ASTM C206-23, ASTM C207-23: Hydrated Lime for Masonry Purposes

• C241-21, C373-18, C482-20, C501-84(2021), C648-20, C1026-13(2018), C1027-19, C1028-07(2014): Various Test Methods for Ceramic Tile Properties

• ASTM C722-19: Epoxy Resin and Quartz Aggregate Flooring Systems

• ASTM C920-23: Standard Specification for Elastomeric Joint Sealants

• D235-23, D4078-02(2021), D4214-07(2021), D4263-83(2018), D4444-08(2021), D523-

14(2018): Various Test Methods for Paint, Coatings, and Moisture

• ASTM E84-23a: Standard Test Method for Surface Burning Characteristics of Building

Materials

• ASTM E648-22: Standard Test Method for Critical Radiant Flux of Floor-Covering

Systems

• ASTM E662-21a: Standard Test Method for Specific Optical Density of Smoke

• ASTM F1066-22: Standard Specification for Vinyl Composition Floor Tile (VCT)

• ASTM F1303-22: Standard Specification for Sheet Vinyl Floor Covering with Backing

• ASTM F1344-21: Standard Specification for Rubber Floor Tile

• ASTM F1700-22a: Standard Specification for Luxury Vinyl Tile (LVT)

• ASTM F1861-20: Standard Specification for Resilient Wall Base

• ASTM F1869-23: Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor

5. Government and Military Standards

• DAFMAN 91-203 (2026): Department of the Air Force Occupational, Safety, Fire and

Health Standards

• AMS-STD-595, Revision A: Colors Used in Government Procurement

• EM 385-1-1 (USACE) 2024: Safety and Health Requirements Manual

• EPA Method 24 Revision 3 (2021): Determination of Volatile Matter Content in Surface

Coatings

• FED-STD-313F Notice 1 (2012): Material Safety Data for Hazardous Materials

• Public Law 101-336 (ADA), Americans with Disabilities Act of 1990.

• UFC 3-120-01 Change 2 (2016): Unified Facilities Criteria for Signage

• UFC 3-190-06 (DOD) Change 2 (2019): Protective Coatings and Paints

6. Industry and Trade Organizations

• Carpet and Rug Institute (CRI) 2015 & Green Label Plus Quality Manual, Version 11.11

(March 2023):

• CRI-104: Standard for Installation of Commercial Carpet

• CRI Green Label: Program for Indoor Air Quality

• Master Painters Institute (MPI) 2026:

• MPI Approved Products List

• National Fire Protection Association (NFPA) 2024 Edition:

• NFPA 101: Life Safety Code

• NFPA 99-2024: Health Care Facilities

• ASTM F710-22: Resilient Floor Covering Institute (RFCI)

• Installation Practice for Homogeneous Sheet Flooring

• Installation Practice for Vinyl Composition Tile (VCT)

• SSPC-PA 1-2024: The Society for Protective Coatings (SSPC):

• SSPC-PA 1: Shop, Field, and Maintenance Painting

• AMPP-SP-5: Standards for Surface Preparation (e.g., Solvent Cleaning, Hand

Tool Cleaning)

• SSPC-PA 1-2024 -SSPC Guides: Various guides for debris containment, safety, and coating selection 2021.

• Tile Council of America (TCA) 2025:

• TCA Handbook: Handbook for Ceramic Tile Installation

• U.S. Green Building Council (USGBC):

• LEED V4.1: For Building Operations and Maintenance

Attachment C: Request for Proposal Worksheet

This form is to be used for all Facility Enhancement and Maintenance task order proposals, including Floor Covering, Protective Coatings, and General Maintenance & Repairs.

Part 2: General Requirements

This section outlines the overall requirements for the FEM IDIQ contract.

1.0 CONTRACT DESCRIPTION

The Facility Enhancement & Maintenance contract is an Indefinite-Delivery, Indefinite-Quantity (IDIQ) Contract to perform interior and exterior painting, protective coating, power washing services and sign fabrication, floorcovering and miscellaneous maintenance repairs, as defined in this Statement of Work (SOW) at Joint Base Lindsey Graham. The contractor shall provide all management, labor, material, equipment, transportation, supervision and minor designs to accomplish work on real property at Joint Base Lindsey Graham, SC. Prompt response and execution of task orders is required. The Contracting Officer (CO) will issue a request for proposal (RFP) describing basic requirements for each individual task order (TO) on an as needed basis. Following review of the Contractor's TO proposal, the CO will negotiate with the Contractor and award an individual TO.

2.0 WORK BY THE GOVERNMENT

The Government is not obligated to issue any work under this contract and reserves the right to accomplish work using Government workforces or by other contracts, as the Government deems necessary or desirable, and to do so will not breach or otherwise violate this contract.

3.0 PERFORMANCE CAPABILITIES

3.1. Commencement of Work

• 3.1.1. Task Orders: The contractor shall be capable of negotiating and executing task orders within fifteen (15) calendar days from the time of contract award.

• 3.1.2. Mobilize: The contractor shall have thirty (30) days from the time of contract award to mobilize and be fully operational.

• 3.1.3. Scheduling: Upon notification from the Contracting Officer (CO) of a requirement, the Contractor shall prepare and submit a task order proposal to the CO within the timeframe specified in the task order proposal request. The required proposal submission timeframe will typically be 7 calendar days. However, the Government may establish a shorter or longer timeframe based on the requirement and complexity of the task order.

3.2. Contractor Personnel

• 3.2.1. Contractor's Contract Manager (CM): The contract manager will be responsible for the overall performance of this contract. The contract manager shall have at least 5 years of documented applicable construction experience with at least 3 of the 5 years being in a relevant construction management position. The name of this person and alternates, who shall act for the contractor when the CM is absent, shall be designated in writing to and approved by the Contracting Officer. The CM will receive each RFP.

• 3.2.2. Contractor's Quality Control Manager (QCM): Provides quality control management for all active TOs and executes the QC plan. The QCM shall visit active project sites and verify that the materials and workmanship are in accordance with approved drawings/plans, material submittals and technical specifications. The QCM shall prepare and coordinate material submittal sheets and shop drawing submittals, prepare QC reports, schedule and coordinate testing procedures and attend all status meetings, site visits, and pre-final/final Inspections. The QCM shall have complete authority to take any action necessary to ensure compliance with the contract requirements. The QCM shall be someone other than the CM or the PS. The QCM shall have a minimum of five (5) years of relevant construction quality control experience and shall have completed a course in Construction Quality Management for Contractors. The name of the QCM and alternate(s), who shall act for the contractor when the QCM is absent, shall be designated in writing to and approved by the Contracting Officer.

• 3.2.3. Contractor's Project Superintendents (PSs): The PS shall visit each active project site daily, submit detailed progress reports (AF Form 3065) for each TO, schedule and coordinate subcontractors and material suppliers, and attend all status meetings, site visits and pre-final/final inspections. PSs can be the CM but cannot be the QCM or SM.

Subcontractors may not perform duties of the PS. Contractor shall increase the number of PSs as necessary to ensure adequate daily supervision is provided for active projects. The Superintendent must be able to read, write, speak and understand English. The Superintendent shall provide price quotes for all Task Orders assigned. The Superintendent shall provide price quotes broken down by Contract Line-Item Number (CLIN), price and measurements for each individual task order.

• 3.2.4. Contractor's Safety Managers (SMs): Ensures full compliance with all safety requirements on all projects. SMs cannot be the PS. SM must meet the requirements of EM 385-1-1 section 1. SM(s)' training, experience, and qualifications shall be as required by EM 385-1-1 paragraph 01.A.17, entitled SITE SAFETY AND HEALTH OFFICER (SSHO), and associated sub- paragraphs.

3.3. Contractor Employee Requirements

Contractor personnel shall present a neat appearance and be easily recognized as contractor employees. Contactor employees shall not remove any part of their clothing, such as shirts, shoes, etc., while in performance of the contract. Wearing any military uniform, or parts thereof, is prohibited under this contract. The contractor shall ensure that employees and subcontractor employees have current, valid licenses and certifications necessary to perform their functions.

Any cost or time associated with obtaining licenses or certifications shall be at the contractor's expense.

3.4. Conflict of Interest

The contractor shall not employ any person who is or was an employee of the US Government, if the CO determines that the employment of that person would create a conflict of interest.

3.5. Subcontractors

All subcontractor firms shall be licensed in the State of South Carolina in their specialty where required. They shall have a minimum of two (2) years' experience in related projects of similar size, scope and complexity.

3.6. Availability

Throughout the life of this contract, whenever there are active TOs, the CM shall be available to meet with the CO promptly after notification by telephone during normal business hours. The CM shall be available to meet with the CO within 24 hours when there are no active TOs. The CO must be able to contact the CM by phone at all times. The CM shall carry a cellular phone for immediate response to contract requirements. The CM shall provide overall contract management, including full authority to develop TO proposals, negotiate and sign TOs, provide subcontract purchasing and administration, review material submittals and shop drawings, and shall attend all status meetings, site visits and pre-final/final inspections. The contractor shall notify the CO and the Government Project Manager (GPM) when the CM plans to be absent from the site for more than two (2) consecutive workdays. Prior to returning to the project, the CM shall notify the CO and the GPM.

3.7. Response Times

Punch list items on individual task orders shall be resolved within ten (10) working days of notification by the government unless more timely completion is noted elsewhere in the contract requirements.

4.0 RESERVED

5.0 CONSTRUCTION REQUIREMENTS

5.1. Codes

All construction accomplished pursuant to this contract shall comply with the Painting and Decorating Contractors of America (PDCA) and UFC 3-190-06, unless the CO directs the Contractor otherwise. Any exception must be approved in writing by the CO prior to construction start-up.

5.2. Order of Precedence

Requirements included in the statement of work (SOW) shall take precedence over the contract specifications, drawings, sketches and other information provided with each task order. For conflicts between requirements included in the SOW, the most stringent requirements shall apply, unless specifically requested in writing by the Government. Likewise, for conflicts between requirements outside of the SOW, the most stringent requirements shall apply, unless specifically requested in writing by the Government.

5.3. Environmental Specifications

The following environmental specifications shall be the specifications used to address environmental protection and controls on all projects.

• 5.3.1. JBLG Integrated Solid Waste Management Plan (Solicitation Attachment 21)

• 5.3.2. UFGS-01 33 29 Sustainability Requirement and Reporting (Solicitation

Attachment 22)

• 5.3.3. UFGS-01 74 19 Construction Waste Management and Disposal (Solicitation

Attachment 23)

• 5.3.4. UFGS-01 57 19 Temporary Environmental Controls (Solicitation Attachment 24)

• 5.3.5. The contractor shall perform all activities of this contract in accordance with all applicable Federal, State and local laws and regulations.

• 5.3.6. The Base is committed to recycling as much construction and demolition debris as is practical. The contractor is required to make every effort to recycle materials including rubber, support metal, etc. Submit monthly and final Recycling and Disposal Report sorted by material type and tonnage (for 628 CON records). Use recycled materials in the projects per FAR 52.223-4, FAR 52.223-9, and EO#13101. Also reference Air Force Instruction 32-7042, Chapter 3 (3.5).

5.4. Manufacturer's Instructions

Manufacturer's instructions pertaining to the use or installation of products, materials, or equipment used or installed in the execution of work under this contract form a part of these specifications as though specifically set forth herein. These instructions apply whether furnished as a normal, usual, or customary practice of the manufacturer or if furnished in response to a requirement stipulated herein. In the event of conflict between the specification of drawings and manufacturers' instructions, the contractor shall bring such conflict to the attention of the CO for resolution before proceeding with the work involved.

6.0 QUALITY CONTROL (QC)

6.1. Management

It is the Contractor's responsibility to provide, inspect, and document the level of quality that has been established by the minimum standards of the Statement of Work (SOW) and to ensure compliance with the Contract Clause entitled "Inspection of Construction" and other contract requirements. The contractor is responsible for quality control and shall establish and maintain an effective quality control system consisting of plans, procedures, personnel, control, instructions, tests, records, forms and organization necessary to manage all task orders to produce end products which comply with the contract requirements. The system shall cover all construction operations, both on site and off site, including work by subcontractors, fabricators, suppliers and purchasing agents.

6.2. QCM

The QCM shall direct the execution of the Contractor's QC Plan.

6.3. Changes

The Government reserves the right to require the contractor to make changes in their QC Plan and operations including removal of personnel, as necessary to obtain the quality specified.

6.4. Compensation

Separate payment will not be made for providing and maintaining an effective Quality Control program. All costs associated therewith shall be incorporated into the contractor's proposed price schedule.

6.5. QC Plan

A QC Plan shall be submitted to the Contracting Officer within thirty (30) days of award of the contract. Any changes to the accepted QC plan shall be submitted to the Government in writing for approval by the CO. The QC plan shall include, but is not limited to the following:

• 6.5.1. Organization: Description and details of the QC organization, including an organizational chart showing clear lines of authority.

• 6.5.2. Personnel: The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a QC function.

• 6.5.3. Authority: A copy of the letter to the QC manager signed by an authorized official of the firm describing their responsibilities and delegating sufficient authorities to adequately perform the functions of the QC manager, including authority to stop work not in compliance with the contract.

• 6.5.4. QC Letters: Copies of letters issued by the QC manager to other various quality control representatives outlining duties, authorities, and responsibilities.

• 6.5.5. Procedures: for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, off-site fabricators, suppliers, and purchasing agents.

• 6.5.6. Inspections: Description and details of the Contractor's inspection system to monitor the execution of any task completed under this contract. Description of specific areas to be inspected on a scheduled or unscheduled basis, how often inspections will be accomplished, and titles of the individuals who will perform the inspections. Procedures for tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests including documentation.

• 6.5.7. Deficiencies: Description and details of procedures for tracking construction deficiencies and their causes from identification through acceptable corrective action.

These procedures will establish verification that identified deficiencies have been corrected.

• 6.5.8. Reporting Procedures: including proposed reporting formats.

6.6. QC Coordination Meeting

After the Pre-construction Conference, before issuance of any task order under this contract, and prior to acceptance by the Government of the QC Plan, the contractor shall meet with the CO or authorized representative and discuss the contractor's quality control system. The QC Plan shall be submitted for review a minimum of 5 calendar days prior to the Coordination Meeting.

During the meeting, a mutual understanding of the system details shall be developed, including the forms for recording the QC operations, control activities, testing, administration of the system for both onsite and off-site work, and the interrelationship of contractor's management and control with the government's quality assurance. Minutes of the meeting shall be prepared by the contractor and signed by both the contractor and the CO. The minutes shall become a part of the contract file. There may be occasions when subsequent conferences will be called by either party to reconfirm mutual understanding and/or address deficiencies in the QC system or procedures which may require corrective action by the contractor.

6.7. Acceptance of QC Plan

Government acceptance of the contractor's QC plan is required prior to the award of any task order. Construction will be permitted to begin only after acceptance of the QC Plan or acceptance of an interim plan applicable to the particular feature of work to be started. Work outside of the features of work included in an accepted interim plan will not be permitted to begin until acceptance of the QC Plan or another interim plan containing the additional features of work to be started.

6.8. Contractor's Review

Prior to submittal, the contractors' quality control (QC) representative shall check and approve all items, and sign and date each item indicating action taken. If the task order requires shop drawings, each of the contractor's appropriate reviewing officials shall sign or initial the drawings as evidence of review. The CO may refuse any shop drawings submitted without evidence of the contractor's review, coordination, and approval. The CO's approval shall NOT relieve the contractor from responsibility for any errors or omissions in such drawings, nor from responsibility for complying with the requirements of this contract.

6.9. Documentation

The contractor shall maintain, on site, current records providing documented evidence that the required quality control inspections, tests and other activities have been conducted by the contractor and the necessary corrective actions taken. These records shall include the work of subcontractors and suppliers. Documentation shall be in a format acceptable to the CO and made available to the Government throughout the performance period of this contract.

• 6.9.1. Daily Reports: Contractor shall develop and maintain daily records for each TO, indicating:

• 6.9.1.1. Contractors and subcontractors working on the project, their area of responsibility and their number of personnel working.

• 6.9.1.2. Operating plant/equipment with hours worked, idle, or down for repair.

• 6.9.1.3. Work performed each day, giving location, description, and by whom.

• 6.9.1.4. Test and/or control activities performed with results and references to specifications/drawings requirements. List deficiencies noted along with corrective action.

• 6.9.1.5. Quantity of materials received at the site with statement as to acceptability, storage, and reference to specifications/drawings requirements.

• 6.9.1.6. Submittals reviewed, with contract reference, by whom, and action taken.

• 6.9.1.7. Off-site surveillance activities, including actions taken.

• 6.9.1.8. Job safety evaluations stating what was checked, results, and instructions or corrective actions.

• 6.9.1.9. Instructions given/received and conflicts in plans and/or specifications.

• 6.9.1.10. Weather conditions encountered

• 6.9.1.11. Any delays encountered.

• 6.9.1.12. Contractor's verification statement that equipment and materials incorporated in the work and workmanship comply with the contract.

• 6.9.2. Records: One copy of these records in report form shall be furnished to the government within 24 hours of request by the CO. Reports shall be signed and dated by the QCM. Reports shall include copies of test reports and copies of reports prepared by subordinate QC personnel.

7.0 PROTECTION OF CONTRACTOR'S EQUIPMENT & GOVERNMENT

PROPERTY

7.1. Contractor Equipment

All Contractor supplied equipment is the sole responsibility of the Contractor. The Government shall not be liable for any loss or damage to the Contractor's property, including stock, or for expenses incidental to such loss or damage. The Contractor shall secure his materials and protect all equipment from damage. The Contractor is responsible for insuring his/her own contents. In the event of a fire or damage to either Contractor or Government property, the Contractor shall immediately notify the Base Civil Engineer Squadron.

7.2. Protection of GOV Property

Any equipment/material the Contractor removes and which requires re- installation as part of the job requirements shall be the responsibility of the Contractor. All damaged material shall be replaced with equipment/material of equal quality and function by the Contractor at his own expense.

8.0 PROVISIONS ON CONTRACTING OFFICER'S AUTHORITY

Only the CO is authorized to make changes to the contract, or any TO issued thereunder. No other Government or non-Government official may alter this contract, or any TO issued in accordance with the basic contract terms and conditions. The Contractor is to report any attempts to alter this contract or any TO to the CO. In the event the Contractor effects any such changes at the direction of any person other than the CO, the change will be considered to have been made without authority, and no adjustment will be made in the contract price to cover any increase in costs incurred as a result thereof.

9.0 TASK ORDER PRICING

Contractor task order pricing shall be based on the most economical standard construction practices. Unreasonable methods and/or estimates to accomplish task order tasks will not be accepted.

10.0 COMMUNICATION

The Contractor shall provide and maintain a cellular telephone for the CM throughout the period of this contract.

11.0 PRE-PERFORMANCE CONFERENCES

Prior to issuance of an NTP for any TO, the CO may elect to host a Pre-Performance Conference. The Contractor and subcontractors shall be represented at the scheduled conference and be prepared to discuss potential difficulties and obstacles.

12.0 ORDERING PROCEDURES

12.1. Pre-Proposal Site Visit

As the need arises for performance under the terms of this contract, the CO or his/her authorized representative will provide the CM an RFP that shall include a written SOW. The pre-proposal site visit will be scheduled at the earliest possible time, but in no case more than 5 working days from the date of request for proposal. The CM shall attend the pre-proposal site visit with the BCE's representative and CO's representative to clarify the scope of the requirement, verify existing conditions and obtain whatever measurements and information is necessary to develop the design and produce a complete and accurate TO proposal. The scope validation/pre-proposal site visit discussions will include:

• 12.1.1. Site access

• 12.1.2. Methods and alternatives for accomplishing the work

• 12.1.3. Definition and refinement of requirements

• 12.1.4. Requirements for Contractor proposal (in addition to those enumerated in the

SOW)

• 12.1.5. Detailed scope of work

• 12.1.6. Special time requirements for completion, phasing requirements, and liquidated damages

12.2. Contractor's Proposal

A TO proposal shall consist of (1) detailed TO cost proposal, (2) proposed timeline and (3) cover sheet including the Statement of Work, describing in detail the project scope. Each proposal shall be complete and in sufficient detail to allow ready determination of compliance with the TO requirements.

• 12.2.1. Detailed TO Cost Proposal: One (1) copy of the Contractor's complete detailed line-item TO cost proposal shall be submitted for each proposal.

• 12.2.2. Timeline: Each TO proposal shall include a brief critical path timeline, considering the major work elements from the detailed cost proposal, as well as mobilization, material delivery times, anticipated weather delays and final inspection.

• 12.2.3. Cover sheet including the SOW and scope: Each TO proposal shall include a cover sheet defining the project contact information, performance period, general conditions, anticipated submittals, environmental and/or hazardous material issues, and a thorough description of the demolition and construction scope. Cover sheet shall include written descriptions documenting the manner of work proposed by the contractor to meet the requirements of the Government Statement of Work, allow the government to understand the choice of line items contained in the proposal, the government to monitor the work, and the contractor to execute the work.

12.3. Negotiations

Negotiations shall consist of meetings between government and contractor personnel to come to an agreement on the specific conditions, performance times, and cost of a task order or the basic contract.

• 12.3.1. The CO will notify the CM and schedule negotiations. The CM shall be available to negotiate within 2 working days of notification.

• 12.3.2. The CO will negotiate, on a line item by line-item basis, a firm fixed price for the TO. The negotiations will establish the appropriate line items for the TO, and quantities for each line item. Unit prices will not be discussed. The Contractor must be prepared to provide quantity calculations justifying the material quantities contained in the proposal.

• 12.3.3. At the conclusion of line-item cost negotiations, the CO will negotiate a reasonable and expeditious performance period based upon input from the GPM, the Contractor's proposed critical path timeline, and daily output data.

12.4. Estimation of Projects in Advance of Funding

• 12.4.1. During the course of the contract, the contractor may be required to estimate and negotiate projects in advance of funding. These projects may not have funding available and there is no guarantee that funds will become available for award of the project. No separate compensation for any pre-order costs including proposal preparation and attendance during negotiations or site visits will be due to the contractor for projects that are negotiated and funding is not provided.

• 12.4.2. Fiscal Year-end Procedures: The contractor may be given a list of projects that the base reasonably expects to receive funding. The list may be revised for both additions and deletions based on the Governments' requirements. These projects will be estimated and negotiations completed. The Government shall incur no obligation until such time as funding becomes available and a task order is executed for the project. The negotiated total quantities shall remain binding until funding becomes available. Projects that are funded and awarded after the exercise of an option will be re-priced (not renegotiated).

13.0 COMMENCEMENT, PROSECUTION, COMPLETION & PAYMENT FOR WORK

13.1. Task Order Issuance

TOs will be issued by the CO using the Department of Defense (DD) Form 1155, Order for Supplies or Services. Each task order will include the following information:

• 13.1.1. Date of Task Order,

• 13.1.2. Contract Number and Task Order Number,

• 13.1.3. Item number, description, material submittal requirements, quantity and unit prices for items and total,

• 13.1.4. Task order price and delivery or performance date,

• 13.1.5. Accounting and appropriation data,

• 13.1.6. Liquidated damages, if any, and

• 13.1.7. Any statement of work, drawings or other pertinent data.

13.2. Notice to Proceed (NTP)

Once the CO has issued an NTP for an individual TO, the CM shall submit a progress schedule and material submittals for approval and commence work. The Notice to Proceed for written task orders will normally be the date the contractor receives the TO. In rare circumstances, on projects deemed emergencies, the Contracting Officer may issue verbal direction prior to the issuance of the written task order. In those instances, the notice to proceed shall be the date the contractor received the verbal notice to proceed from the Contracting Officer with written notification to follow within 72 hours. The Government also reserves the right to execute changes in delivery dates of on-going task orders to accommodate higher priority task orders.

13.3. Submittals & Contract Progress Schedules (CPS)

Upon award of the TO, the contractor shall accomplish the reports contemplated by the clause titled "Schedules for Construction Contracts" on and in accordance with instructions pertaining to AF Form 3064, Contract Progress Schedule, and AF Form 3065, Contract Progress Report.

The contractor shall, at the direction of the contracting officer, submit alternative schedule forms (i.e., PERT charts, GANT charts, etc.) developed using scheduling software. Submittals and Contract Progress Schedules shall be provided in a logical, timely manner.

13.4. Inspection by the Government

The COR will monitor the Contractor's progress on each active TO and identify any non-compliance items while performing technical surveillance of workmanship. The COR must have access to the job site at all times.

13.5. Progress Reports

The CM shall coordinate with the COR weekly, to review the amount of progress for each TO and discuss any weather days requested for the previous week. This review will ensure accurate progress is reported by the Contractor on progress report (AF Form 3065). Disputes over progress will be referred to the CO for resolution. The Contractor will be paid (upon the submission of proper invoices) for the work performed for each individual TO.

13.6. Progress Meetings

The CM shall attend meetings as scheduled by the contractor to discuss each active TO. The contractor shall prepare minutes of the meeting and provide a copy to all parties in attendance.

Should any party not concur with the minutes, they shall state the areas of non-concurrence in writing to the contractor within 4 calendar days of receipt of the minutes. One (1) copy of the meeting minutes shall be submitted to the Contract Specialist (CS) within two (2) workdays following the site visit.

13.7. Distribution of Correspondence

A Contractor representative shall be available to visit the Base Contracting Office as needed up to once each workday to pick up and deliver correspondence. Email is an acceptable method of proper correspondence.

13.8. Payment

Payment up to 90% will be made for performance, and 10% will be withheld pending receipt of required closeout submittals.

14.0 WEATHER DAYS

Contractor's TO proposals shall stipulate the number of weather days and performance days included in the total performance time. For outside work, the published average number of weather days shall be included in any negotiated performance time. Should inclement weather over and above the published average occur, the Contractor may request additional time if the work was affected.

15.0 HOURS OF WORK

15.1. Standard Working Hours

Standard working hours are from 0700 to 1630 hours, Monday through Friday, excluding Federal holidays. The Government may restrict access to work sites to these hours and days.

15.2. Holidays

The Base recognizes the following Federal holidays:

• 15.2.1. New Year's Day, 1 January

• 15.2.2. Martin Luther King's Birthday, Third Monday in January

• 15.2.3. President's Day, Third Monday in February

• 15.2.4. Memorial Day, Last Monday in May

• 15.2.5. Juneteenth, 19 June

• 15.2.6. Independence Day, 4 July

• 15.2.7. Labor Day, First Monday in September

• 15.2.8. Columbus Day, Second Monday in October

• 15.2.9. Veteran's Day, 11 November

• 15.2.10. Thanksgiving Day, Fourth Thursday in November

• 15.2.11. Christmas Day, 25 December

When any of the above holidays fall on a Saturday, they are observed on the preceding Friday.

For holidays falling on a Sunday, they are observed on the following Monday.

15.3. Request to Work Outside Standard Working Hours

The Contractor may request to work on a weekend, after hours, or on a holiday. All such requests must be submitted in writing to the CO with a description of the type of work to be accomplished on that date. Any request to work a weekend shall be submitted by close of business on the prior Wednesday. Requests to work other than weekends shall be submitted for a minimum of 36 hours prior to the requested date. The Government reserves the right to approve or deny the request.

16.0 JOBSITE VERIFICATION/GOVERNMENT-FURNISHED RECORD DRAWINGS

The Government agrees to provide access to all available, known and relevant drawings the Contractor may need. Prior to starting each TO proposal, the CM shall schedule an appointment with the COR to review the Government record drawings. Upon request, the CM shall be provided with up to two (2) copies of any such drawing relevant to the TO. The CM shall sign a receipt listing the specific drawing sheets requested and received. The accuracy, adequacy and/or integrity of these drawings is not guaranteed, and the Contractor must field verify all items on the drawings. The existing dimensions and locations shown on the drawings are for approximation purposes only. Failure to verify the dimensions, conditions, and locations of items on Government furnished record drawings shall not relieve the Contractor of responsibility for verifying site conditions, nor constitute a basis for reimbursement for cost increases resulting from inaccuracies of drawings furnished to the Contractor.

17.0 MATERIAL SUBMITTALS & SHOP DRAWINGS

17.1. Identification

The contractor shall identify all material and articles requiring approval contemplated by the Materials and Workmanship Clause.

17.2. Timeline

Within ten (10) calendar days of award of a TO, the Contractor shall submit for CO approval one

(1) copy of all required material/shop drawing submittals using the AF Form 3000, Material Approval Submittal. All material submittals and shop drawings shall be attached to an AF Form 3000 with the TO title, project number, and TO number clearly indicated. A copy will be returned to the Contractor.

17.3. Approval

Once the Government has approved a specific item of material or equipment on…