1. SOW Maintain Airfield Surfaces and Markings.pdf

Statement of Work (SOW) Project Number: QSEU 22-0138 Project Title: MAINTAIN AIRFIELD SURFACES AND MARKINGS

13 FEBRUARY 2025

1. BACKGROUND

1.1. This project requires all materials, labor, and equipment to remove 90 percent of rubber build up on the inside airfield runway, 100 percent paint removal, and repainting of specified specified areas on the airfield. The specified areas will be displayed on the map attached. This project is to complete item requirements in UFC 3-260-04 Airfield and Heliport Marking.

2. GENERAL REQUIREMENTS

The required work includes the principal features listed below. The outline of principal features does not limit the responsibility of the Contractor to furnish all paint, labor, equipment, materials and transportation to result in a complete, usable facility.

2.1. Conduct all work in accordance with the Contract Specifications, all applicable codes, and the construction drawings and details. The Contractor shall comply with the Moody AFB Design Guide, UFC 1-200-01 DOD Building Code with Change 1, and all applicable UFCs.

2.2. The Contractor shall follow all Green Procurement mandates and submittal requirements. The Government requires the use of recycled and recovered materials, bio-based products, energy and water saving products, and environmentally preferable products.

2.3. Dispose of all waste generated by this project according to all applicable regulations.

2.4. Work area(s) will be clean, and all lights turned off at the end of each workday.

2.5. PPE must be worn at all times by personnel on site, including hard hats, steel-toed work shoes, gloves, or as required for the task being performed. All site personnel will wear identification badges and all vehicles/equipment must be properly marked with Contractor’s identification.

2.6. It is the Contractor’s responsibility to verify site conditions, measurements, quantities, and materials needed to complete this project including revisions to the Scope of Work to the extent possible prior to submitting a proposal.

2.7. See the submittal schedule for required submittals. Other submittals required per specifications may apply.

2.8. This is not a Design/Build (D/B) project.

2.9. High-Visibility Standards: This project will be a high-visibility project. It will receive additional scrutiny from Senior Leaders. Quality of the finished project is very important. Contractor Performance Assessment Reporting System (CPARS) is not required for this project but may be requested by the Government.

3. SITE RESTRICTIONS

3.1. Specific areas with red lines are restricted access on the airfield and will require escorts at all times. Escorts will be provided.

3.2. Rubber removal must be done after flying hours, or non-flying days only.

Flying Hours: Monday – Thursday: 8:00 am – 1:00 am

Friday: 8:00 am – 7:00 pm

Saturday – Sunday & Federal Holiday: Non-Flying Days

4. PROJECT SCOPE

4.1. The inside runway requires rubber removal and restriping. Additionally, all areas being repainted will require paint removal prior to paint application. See attached documents for clarification. The following attachments are included with this statement of work:

4.1.1 Attachment 1 - Airfield Striping Map 2025 is provided to display areas that require rubber removal, paint removal, and new paint.

4.1.2 Attachment 2 - Quantities estimate 2025 is provided to display the quantities of paint in SF, in specific sections.

4.2. The runways’ magnetic declination has changed, therefore requires renumbering. To do this, Contractor will remove 100 percent of existing paint and repaint the new runway numbers.

4.3. The centerline of taxiway Hotel will need paint removal and restriping.

4.4. The edges of taxiway Lima and Kilo need restriping, as well as the edges of the Hot Pit.

4.5. Laydown area will be determined at later date with coordination from Base Operations and the Airfield Manager.

4.6. High-pressure water system and/or treatment with environmentally acceptable detergents and rinsing with water shall accomplish the rubber build-up and paint removal and pavement marking cleaning. All the locations of pavement surface markings shall be cleaned free of all loose particles, sand, dirt, dust, rubber, chemicals, or significant oily substances and all pavement markings shall be placed as shown on the attached drawings.

4.7. Prior to commencement of work, the Contractor shall attend a pre-construction meeting at the Contracting Office, located at 4380 Alabama Road, Bldg. 932, Moody AFB. The Contracting Office will notify the Contractor as to the specific time and date of the meeting.

4.8. Work may be performed 24 hours per day, as long as the Contractor accounts for the hours within their bid schedule. When night operations are to be performed, the Contractor, at no cost to the Government shall furnish all necessary lighting. Lighting will be directed or shaded to prevent interference with aircraft, the Air Traffic Control tower, and other base operations. The lighting equipment shall be capable of being removed from the runway within 10 minutes upon notification of an emergency. The Contracting Officer must approve night work 48 hours in advance.

4.9. Work on the project will only be conducted with prior coordination of Airfield Management (Base Operations), Operations Technical Management Section, (229) 257-3305/3306, and the Contracting Officer. The Contractor will be held strictly accountable for any actions taken by his employees detrimental to the safe conduct of flying operations.

4.10. The Contractor shall follow procedures and instructions applicable to Moody AFB for obtaining entrance to any restricted area. These procedures and instructions will be briefed during the pre- construction conference. The Contractor will be required to obtain an airfield driver’s license. Training can be coordinated through the Project Manager.

4.11. The Contractor shall be responsible for the safety of on-site personnel. The Contractor shall comply with OSHA safety requirements and the Georgia Department of Transportation in the prevention of accidents.

4.12. The Government specifically reserves the right to reject the use of any rubber removal or pavement marking process which the Contracting Officer determines may pose unnecessary risks to aircraft due to foreign object damage (FOD) potential, human health, or the environment as a result of its use, storage, or disposal.

4.13. A final inspection will be held no later than the last day of the contract performance period.

Quality Control Management (QCM) will inspect and provide a list of corrected punch list items prior to scheduling final inspection and will be identified by Contractor as ‘Key Personnel.’

4.14. Submittals shown on AF Form 66 are required to be submitted for review and approval before notice to proceed will be issued. Submittals shall be received within 7 calendar days from award of contract. Submit lists of proposed equipment to be used on this project, including descriptive data and two certified copies of the paint test reports prior to the use of the paint at the job site. Testing shall be performed in an approved independent lab. The Government reserves the right up to 14 days for review of any submittal.

5. PROJECT REQUIREMENTS

5.1. The units of measurement shall be used in square feet for rubber removal and pavement markings.

Refer to attached documents: Map: attachment 1, and quantities estimate: attachment 2, for the areas required to be painted and how much paint is required in each area.

5.2. Rubber Removal

5.2.1. Rubber removal work is to be performed on weekends or weeknight during non-flying hours.

A schedule will be made in coordination with Airfield Management through the Civil Engineer inspector.

5.2.2. All debris, waste and products generated by rubber removal must be disposed of in strict compliance with all applicable state, local and federal environmental statutes and regulations.

5.3. Paint:

5.3.1. The Contractor shall take and record retro-reflectivity readings for all white and yellow retro-reflective markings to ensure they provide a reasonable level of retro-reflectivity for night operations.

The minimum acceptable average for retro-reflective white markings shall be 200 milli-candelas per square meter per lux. The minimum acceptable average for retro-reflective yellow markings shall be 175 milli- candelas per square meter per lux.

5.3.2. The Contractor shall document a retro-reflectivity reading for each 300 linear meters (1,000 linear feet) marked. The reading for each 300 linear meter (1,000 linear feet) area shall be computed by averaging a minimum of 10 readings taken within the area at random locations. Areas not meeting the retro-reflective requirements shall be remarked at the Contractor's expense.

5.3.3. Centerlines of markings shall not vary from straight line by more than 25mm (one-inch) in 15m (50-feet). The overall dimensions of markings shall not vary from those prescribed by the drawings by more than five percent.

5.3.4. Paint Removal: The Contractor shall remove 100 percent of paint prior to restriping/repainting.

The Contractor shall exercise close control of water pressure and blasting time/duration to prevent damage to joints, existing markings that are not intended for removal, or the wearing surface.

5.3.5. Paint requirements for pavements and runway:

White reflective paint on inside runway Yellow reflective paint on BAK-12 barrier markings and lead in lines, taxiway center lines and edge lines Yellow non-reflective paint for chevrons Black non-reflective paint for lead in lines from runways to taxiways

5.3.6. Reference UFC 3-260-04 Airfield and Heliport Marking:

Figure 6-17 Restricted Area Entry Control Points (ECP) Figure 6-18 Typical Restricted Area Boundary Warning Sign Figure 5-3 Non-Precision Instrument Runway Markings Figure 5-6 Runway Designators Section 5-2.10 Runway Designations

5.4. Equipment:

5.4.1. The equipment used in the removal process shall be mounted on pneumatic tires and shall remove deposits of rubber and paint without damage to pavement surfaces, joints, or joint and crack seal material. The equipment to apply paint to the pavement shall be self-propelled or mobile-drawn pneumatic spraying machine with suitable arrangements of atomizing nozzles and controls to obtain the specified results. Painting equipment must be able to follow the straight lines and normal curves in true arc.

6. PROJECT SPECIFICATIONS

All painting shall be in accordance with UFC 3-260-04 Airfield and Heliport Marking. The paint shall be homogeneous easily stirred to a smooth consistency and shall conform to the most current version of Federal Standards (FS) Specification TT-P-1952-F, Paint, Traffic, and Airfield Marking. The paint, white and yellow shall be water-born. Reflective glass spheres shall conform to the most current version of FS TT-B-1325-D, Type 1 Beads. Pavement marking shall be applied uniformly at 12-14 Mils thick, and beads shall be applied uniformly on wet paint at the rate of 8-10 pounds per gallon of paint.

6.1. Rubber and paint removal shall be in accordance with UFGS 32 01 11.51 Rubber and Paint Removal from Airfield Pavements.

6.2. All materials shall be delivered in sealed containers that designate name, formula or specification number, color, date of manufacture, manufacturer’s name, and directions for use.

6.3. The Contractor shall ensure that any rubber removal and pavement marking process is conducted in strict compliance with all local, state, and federal environmental statutes and regulations, including, but not limited to, regulations promulgated under the Resource Conservation Recovery Act, 42 U.S.C. 6901, and the Comprehensive Environmental Response, Compensation, and Liability Act, 42 U.S.C. 9601.

6.4. The Contractor will ensure that all markings are properly applied and placed in strict compliance with this specification and drawing. Any markings that are improperly placed or fail to meet the requirements of this specification will be removed and reapplied at the Contractor's expense. The Contractor shall also ensure that all adjacent areas of pavement will be protected from disfigurement by splatter, splash, spills, and drips. The Contractor at the Contractor’s expense will remove such disfigurement.

6.5. Weather Limitations

No rubber removal and paint striping shall be permitted when the air temperature is at 40 degrees F and falling or the pavement surface temperature is at 35 degrees F or less and falling. When the Contractor is notified that severe weather warning has been issued for the area, the Contractor should immediately take the necessary action to tie down and secure all material on the job site.

7. AIRFIELD OPERATIONS

7.1. When on the airfield, the Contractor shall be in radio and visual contact with the Control Tower at all times. The Control Tower and the Chief of Airfield Management shall be verbally informed when the work is complete, and the Contractor has removed all equipment, labor, and materials from the airfield.

7.2. The Government will close the runway to all aircraft traffic while rubber is being removed and pavement marking procedures are being accomplished; however, there may be interruptions of the work to provide a runway for aircraft which have an emergency or a special unscheduled mission for an aircraft is assigned. In the event there is a need to operate aircraft on the runway, the Contractor shall remove his equipment from the operational surfaces of the airfield to an area beyond the hold-line within 10-minutes of being notified. A scheduled landing or departure, which has been identified to the Contractor prior to the Contractor beginning work for the work shift, shall not be considered as an emergency interruption.

7.3. The Contractor shall specify on the bid schedule a half hourly rate for aircraft traffic interruption. Time measurement for traffic interruptions shall begin with the notification to the Contractor to clear the runway and shall end ten minutes after the Contractor is notified that he can re-occupy the runway. The Contractor shall be paid for a minimum of one hour for each interruption.

Interruptions longer than one hour shall be calculated on the half hour, i.e., a delay of over one hour but less than one and one-half hours would be paid for as one- and one-half hours, but a delay of over one- and one-half hours but less than two hours would be paid for as two hours.

7.4. The Contractor shall keep Taxiways A, G, H and M open to Aircraft as an access way to the active runway, except when cleaning and applying paint.

7.5. It is important that the Contractor adhere to the pre-approved schedule for execution of the work, weather permitting, as runway and roadway closures must be coordinated in advance. In the event the Contractor’s schedule should be delayed because of weather or mechanical equipment breakdown, the Contractor shall notify the Contracting Officer and a new work schedule will be established within 24 hours.

8. GOVERNMENT FURNISHED MATERIALS AND SERVICES

8.1. The Government will furnish a radio to the Contractor in order to maintain verbal communications with the Control Tower for the duration of each workday. The Contractor shall be responsible for the radio while it is in their possession and they shall reimburse the Government for the cost of repair or replacement of the radio if it is lost, damaged, or destroyed through the fault or negligence of the Contractor or its employees or agents.

8.2. Water will be furnished to the Contractor at no cost to the Contractor. The water supply shall be a fire hydrant, designated by the Contracting Officer, located within a reasonable proximity to the work.

The Contractor shall install a gate valve on the fire hydrant tap.

8.3. The Contractor shall furnish all equipment, material, and labor, which is necessary to obtain and deliver water from the designated fire hydrant to the area(s) of work.

9. TRAFFIC CONTROL

9.1. The Contractor shall provide all cones, barriers, lights, signs, placards, flags, and flagging personnel necessary to establish an adequate work zone and traffic control in and around the work zone to reduce work and traffic interruptions. The Contractor will establish and maintain work zones as necessary throughout the period of the contract, prominently identifying potential hazards and dangers to personnel and traffic in or near the work area. The Contractor shall provide guidelines and templates as necessary to control paint stripes application. Special precautions shall be employed in marking numbers and letters all pavement markings shall be sharply outlined.

9.2. All vehicle operators, before driving on the flight line, will be given special instructions on standard flight line traffic controls and signals and advised of the particular hazards involved. The vehicle operator must either have in their possession a valid AF Form 483 or be escorted by an individual who has had an AF Form 483 issued for Moody AFB, GA.

9.3. Vehicles shall not be driven within 50 feet of an aircraft or under any part of an aircraft. Vehicles shall not be backed or driven forward in the immediate direction of any aircraft within 50 feet nor shall a vehicle be driven within 50 feet of aircraft during fueling or de-fueling operations. When parked on the flight line, vehicles and all equipment mounted on wheels, which do not have integral braking systems, shall be choked when left unattended. Vehicles left unattended and parked on the flight line shall be left unlocked with keys in the ignition system.

9.4. Under no circumstances shall vehicles be allowed to stand in front of or be driven closer than 25 feet in front or 200 feet to the rear of any aircraft when engines are in operation or about to be put in operation.

9.5. Vehicle operators shall obey the flight line speed limits set by local officials. In no case shall vehicles be operated in excess of 15 miles per hour.

9.6. Before airfield operations, vehicle operators shall ensure that all equipment carried on their vehicles is properly stowed and secured and that the vehicles are inspected for objects that could damage aircraft. After dual-wheeled vehicles are operated on unpaved surfaces, operators shall stop when reaching the airfield pavement and remove any rocks that are wedged between the tires or treads.

9.7. Vehicle operations on the flight line or airfield are under the control of tower personnel.

Control tower light signals and radio instructions shall be observed and obeyed by vehicle operators. The following light signals, flashed from the Control Tower, will control vehicle traffic:

Steady Green Light - Cleared to cross

Flashing Green Light - Cleared to proceed and watch for lights

Steady Red Light - Stop; Vehicle will not be moved

Flashing Red Light - Clear active runway immediately

Red and Green Light - General warning; exercise extreme caution

9.8. The Contractor will comply with the provisions of Part VI, Traffic Controls for Highway Construction, Maintenance, Utility, and Emergency Operations, of The Manual on Uniform Traffic Control Devices, when establishing these work zones.

10. PAVEMENT DAMAGE REPAIRS

10.1. The Contractor at the Contractor’s expense shall repair any damage to the pavement surface, joints, joint and crack seals, or other Government property. The Contracting Officer prior to performance of the repairs shall approve methods and materials to be used for repairs.

11. CLEAN UP

11.1. All debris, waste, and products generated by the rubber removal and the pavement marking operations shall be removed from the airfield and disposed of in strict compliance with all applicable state, local, and federal environmental statutes and regulations.

12. ENVIRONMENTAL PROTECTION

12.1. Protection of land resources: It is intended that the land resource within the project boundaries of work performed under this contract shall be preserved in their present condition. After completion of contract, restoration will appear to be natural and not detract from the appearance of the project. Insofar as possible, the Contractor shall confine his activities to areas defined by the plans and specifications.

12.2. Restoration of landscape damage: Any landscape feature scarred or damaged by the Contractor's equipment or operations shall be restored as nearly as possible to its original condition at the Contractor's expense. The Contracting Officer will decide what method of restoration shall be used and whether damage shall be treated and healed or removed and replaced.

12.3. Protection of water resources: The Contractor shall not pollute streams, lakes, or reservoirs with fuels, oils, bitumen, calcium chloride, painting materials, acids, or other harmful materials. It is the responsibility of the Contractor to investigate and comply with all applicable Federal, State, County, and Municipal laws concerning pollution of rivers and streams.

13. DELIVERABLES

13.1 Preliminary schedule

13.2 Construction Narrative that includes:

13.2.1 The work to be accomplished.

13.2.2 The equipment/machinery to be used.

13.2.3 Material Submittals/Shop Drawings

13.2.4 Cost Estimate in Construction Specifications Institute (CSI) Master Format

DAILY INSPECTION REPORT Date:

yyyy/mm/dd Project Title: Project # Building #

Project Mgr./Inspector Contractor Sub-Contractor

Contracting POC Contractor's PM Sub-Contractor

Facility Mgr. Contractor's Superintendent Sub-Contractor

Weather

Comments

Remarks

Action Required

Painting and Marking Quantities Estimate (SF)

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Designations

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AF FORM 66, 19891001 (EF-V1J PREVIOUS EDITION WILL BE USED.

DEPARTMENT OF THE AIR FORCE

HEADQUARTERS 230 WING (ACC)

MOODY AIR FORCE BASE GEORGIA

4 November 2024

MEMORANDUM FOR ALL COMMANDERS

FROM: 23 WG/CC

SUBJECT: FY25 Holidays, Family Days, Training Days and Resiliency Days

I. The table below depicts the FY25 Federal Holidays and ACC Family Days observed by the 23d Wing. Additionally, Wing Family Days, Training Days, and Resiliency Days are listed.

FY25 Non-Operational & Maintenance Days

Monday, October 14, 2024 Columbus Day Monday, October 21, 2024 Training Day

Monday, November 11, 2024 Veterans Day Thursday, November 28, 2024 Thanksgiving Day

Friday, November 29, 2024 ACC Family Day Monday, December 16, 2024 Training Day Tuesday, December 24, 2024 Wing Family Dav

Wednesday, December 25, 2024 Christmas Day Thursday, December 26, 2024 ACC Family Day Wednesday, January I, 2025 New Years Day Thursday, January 2, 2025 ACC Family Day

Friday, January 3, 2025 Training Day Monday, January 20, 2025 MLK Bitthday

Monday, February 17, 2025 Presidents Day Monday, March I 0, 2025 Training Day

Friday, April 11, 2025 Training Dav Monday, May 12, 2025 Training Dav Friday, May 23, 2025 Wing Family Day

Monday, May 26, 2025 Memorial Day Thursday, June 19, 2025 Juneteenth

Friday, June 20, 2025 Training Day Friday, July 4, 2025 Independence Dav

Monday, July 7, 2025 ACC Family Day Monday, July 14, 2025 Training Day

Monday, August 11, 2025 Training Dav Friday, August 29, 2025 Wing Family Day

Monday, September I, 2025 Labor Day Friday, September 26, 2025 Resiliency Day

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