SOW - Repair Ft. Griffin.pdf

STATEMENT OF WORK

FOR

Repair Ft. Griffin Ave

JCGU 25-7001

12 February 2026

PREPARED BY:

17TH CIVIL ENGINEER SQUADRON (AETC)

460 E. KEARNEY BOULEVARD

GOODFELLOW AFB, TX 76908-4104

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Table of Contents

PART 1.0 – SCOPE OF WORK

PART 2.0 – PRODUCTS

PART 3.0 – EXECUTION

PART 4.0 – SPECIAL CONDITIONS & PERMITS

PART 5.0 - SITE MAINTENANCE

PART 6.0 - CONSERVATION

PART 7.0 – RESPONSIBILITY

PART 8.0 - COMPLETION OF WORK

Project Documents:

1. Statement of Work (this document)

2. Project Drawings

3. Project Specifications

4. AF Form 66, Submittal Register

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PART 1.0 – SCOPE OF WORK

1.1 GENERAL: The work to be performed under this contract and in accordance with this Statement of Work must consist of furnishing all necessary parts, labor, tools, transportation, supplies, supervision, equipment, materials, tests, and incidentals necessary for providing all work shown in the project documents.

1.2 PROJECT DESCRIPTION: This project encompasses the complete demolition and replacement of existing curb, gutter, and pavement to the extents indicated on the drawings. A new concrete swale must be constructed for storm drainage complete with traffic bollards. Construction will adhere to standard profiles as detailed in project drawings and specifications and comply with all applicable environmental regulations. Main features of work include:

1.2.1 Pedestrian Safety/Fencing

1.2.2 Asphalt

1.2.3 Curb and Gutter with reinforcement

1.2.4 Concrete Swale

1.2.5 Bollards

1.2.6 Crosswalk

1.2.7 Traffic Striping and Traffic Warning & Pedestrian Safety Signage

1.2.8 Testing for Concrete and Asphalt to include compaction

1.3 LOCATION: Goodfellow Air Force Base is located in Tom Green County, on the southeast side of San Angelo, TX. and is bounded to the north by Highway #388 (Paint Rock Rd.), to the west by Fort McKavitt Rd and Bell Street/Christoval Road, to the south by Highway #1223 (San Antonio Hwy.) and to the east by the eastern city limits. Work will take place behind the Wing Headquarters Building, B430, along the north side of Ft. Griffin Ave.

1.3.1 Site Visits: The Contractor shall visit the site to become thoroughly familiar with details of the work and working conditions, verify dimensions in the field, and must advise the GAFB Contracting Officer of any discrepancies before starting the work.

1.3.2 High Traffic Location: B430 is the Wing Headquarters Building which functions as the central administrative hub containing dedicated space for essential functions, meetings, and leadership. Adjacent to the worksite is a troopwalk, which is the main throughfare for marching soldiers. It is imperative that the Contractor must have well-communicated and complete construction site security measures, coordination efforts, and traffic plans.

1.4 WORK AND MECHANICS: The project demands high-quality workmanship using qualified and efficient mechanics and tradesmen with expertise in their respective areas. Only certified journeymen, or apprentices under their direct supervision, are permitted to install or oversee installation tasks. Each trade is solely responsible for the execution and quality of their specific work, but all trades must coordinate effectively with each other. The contractor is responsible for overall project coordination, ensuring a professionally and efficiently completed project that adheres to prevailing industry standards and manufacturer instructions.

1.5 PERFORMANCE PERIOD: The Performance Period must be 120 calendar days.

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1.6 WORKING CONDITIONS: Working hours for the Contractor will normally be between the hours of 7:30 A.M. and 4:30 P.M. excluding Saturdays, Sundays, Federal holidays, and days designated as “Resiliency Days” by Air Education and Training Command (AETC). See the table below for reference for the 2026 dates and refer to Section H of the solicitation/contract document for further information on working days. Any holiday falling on a Saturday will be observed the preceding Friday. Any Holiday falling on a Sunday will be observed the following Monday.

If the Contractor desires to work during periods other than above, a request must be made to the Contracting Officer in writing three (3) calendar days in advance of his/her intention. If the required base personnel are reasonably available, the Contracting Officer may authorize the Contractor to perform work during periods other than normal duty hours/days.

The base could be closed because of security problems, adverse weather, or other events. Unless otherwise notified by the Government, the Contractor should monitor local television stations, radio stations, or Goodfellow’s Facebook page for notification of a possible base closure or late opening. The Contractor is responsible for notifying his/her employees. Contractor(s) do not report when the base is closed due to security problems and/or adverse weather.

Federal Holiday Holiday Resiliency Day New Year’s Day 01 Jan 02 Jan

Martin Luther King’s B-day 19 Jan - Washington’s Birthday 16 Feb -

Memorial Day 25 May 22 May Juneteenth 19 Jun 22 Jun

Independence Day 03 Jul 06 Jul Labor Day 07 Sep 04 Sep

Columbus Day 12 Oct - Veterans Day 11 Nov -

Thanksgiving Day 26 Nov 27 Nov Christmas Day 25 Dec 24&31 Dec

1.6.1 WORKER SAFETY CONSIDERATIONS: All Contractor operations must be conducted and performed in accordance with Department of Labor, OSHA requirements found in 29 CFR 1910 (1910.146 and 1910.147) and 29 CFR 1926, and Air Force Occupational Safety & Health (AFOSH) standards including AFI 91-203, Air Force Consolidated Occupational Safety Instruction. The Contractor must also ensure that all work is performed in accordance with project identified national standards, military manuals, instructions, pamphlets, standards, and handbooks, and with the edition in effect on the date of this solicitation of the Corps of Engineers (COE) Safety Manual 385-1-1. All job sites are subject to inspections by the Department of Labor. In the event of conflicts between the OSHA standards and these requirements, the most stringent shall apply.

1.6.2 WORKER’S COMPENSATION LAWS: All companies who conduct business within the state of Texas must, in accordance with Texas Worker’s Compensation laws (Texas House Bill 62), have an approved Company Safety Policy and an Accident Prevention Plan. In addition to

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EM 385-1-1.

1.6.3 VIOLATIONS OF SAFETY & HEALTH STANDARDS: Resolution of Department of Labor citations for violations of Occupational Safety and Health Standards is a Contractor responsibility and shall provide for no basis of a claim against the Goodfellow AFB.

1.6.4 TOILET FACILITIES: The Contractor is solely responsible for providing, securing against wind and maintaining all necessary temporary toilet facilities for its personnel. These facilities must be located within the Contractor's designated mobilization space and comply with all applicable health and safety regulations.

1.7 TOBACCO USE ON AETC FACILTIES: Contractors are advised that the Commander has placed restrictions on the smoking of tobacco products in AETC facilities. AFI 40-102, Tobacco Use in the Air Force, outlines the procedures used by the Commander to control smoking in our facilities.

Contractor employees and visitors are subject to the same restrictions as government personnel.

Smoking is permitted only in designated smoking areas. Locations of designated smoking areas can be provided upon request.

1.8 WORK AREA ACCESS: Government escorts are not needed in this area.

1.9 SECURITY FORCES: The Contractor must always comply with base law enforcement and security requirements to include base pass requirements. See Section 13 “SECURITY REQUIREMENTS” in Specification Section 01010 for more information.

1.10 REFERENCES: The Contractor must identify and comply with all applicable federal, state, and local laws; statutes; Executive Orders; Department of Defense/Air Force manuals, handbooks, regulations, guidance, and policies. The Contractor must comply with the National Institute of Building Sciences’ Whole Building Design Guide Construction Criteria Base Unified Facility Criteria (UFC) and all related libraries. See attached specifications for specific references.

PART 2.0 – PRODUCTS

2.1 REFERENCES TO MATERIALS, MANUFACTURERS AND PRODUCTS: Materials must be the standard product of manufacturer’s regularly engaged in the manufacture of such products.

The products furnished must meet the quality and specifications indicated herein.

2.1.1 BOLLARD: Provide and install bollards at minimum 6-inch round, 30-36 inches in height, suitable for ground mount installation. Provide architecturally compatible finish to base installation standards (anodized aluminum/dark bronze) and manufacturer's recommended sealer.

Submit manufacturer's descriptive data, catalog cuts, and installation guide.

2.1.2 TRAFFIC WARNING FOR PEDESTRIAN CROSSING SIGNAGE: The system shall automatically activate a visual warning to drivers when a pedestrian is detected approaching or entering the crosswalk. The system and all its components must be compliant with the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD). The system shall utilize a passive pedestrian detection system consisting of two bollards spaced for a marching formation to pass

SOW: Page 5 of 10 through. All system components (detection bollards, signs, and flashing beacons) shall communicate wirelessly, eliminating the need for trenching or physical wiring between components. Upon pedestrian detection by the bollard system, the LED-flashing border signs shall immediately begin to flash. The flashing shall continue for a pre-programmed and field-adjustable duration, sufficient for a group of pedestrians (march formation) to cross the entire street at a normal walking speed or ~3.5 feet per second.

PART 3.0 – EXECUTION

3.1 GENERAL: All work must be performed as shown and in accordance with the manufacturer’s diagrams and instructions, unless otherwise specified. The Contractor must field verify all dimensions and site conditions. Price increase adjustments to the original contract price will not be issued because the Contractor was not aware of existing conditions.

3.2 SCHEDULE: The Contractor shall prepare and submit, for approval, by the PM and CO, a logical sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities.

3.3 DEMOLITION: The Contractor must demolish and dispose of the existing pavements, concrete, steel and other debris generated from this project as described by the project documents. The Contractor will not be allowed to dump debris anywhere on Goodfellow AFB. The Contractor must recycle or divert construction wastes from landfill disposal to the maximum extent practicable. Contractor must track recycling and waste disposal and submit the report on the provided Construction Waste Management Form for Government review at the end of the project, and prior to final acceptance of the work. The Contractor must take all necessary precautions to prevent damage to the Government’s property that remains in place. Any damage must be repaired or replaced by the Contractor at no additional cost to the Government.

3.4 INSTALLATION: All work must be done on Ft. Griffin Ave with the understanding that the Building 430 will be occupied during business hours. The Contractor must coordinate with the Contract Officer and their representative prior to start of work and after the NTP. Outside B430 is a high-profile area at Goodfellow AFB with a heavily utilized troop walk. See LOCATION paragraph in this document for more information.

3.5 TESTING AND COMMISSIONING: Costs of all tests, unless specifically indicated as being performed by the Government, must be at the Contractor’s expense. The Contractor must schedule all tests and notify the PM or COR in a timely manner prior to any required testing, including but not limited to: density testing for asphalt or base material, fire hydrant backflow connection testing, and/or hot mix asphalt temperature checks. All test results must be submitted to CO on AF Form 3000, Material Approval Submittal. Testing laboratories must be licensed to operate in the State of Texas.

3.6 INSPECTION REQUESTS: Contractor must provide the Government a minimum 24 hours written notice prior to the scheduled inspection. Any work that covers or inhibits the ability of a government inspector from completing his QA inspections under standard construction conditions is subject to removal and replacement at the Contractor’s expense.

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3.6.1 QUALITY ASSURANCE: In all work performed, it is the Contractor’s responsibility to perform proper QC inspections throughout the project to ensure a quality product. The Government inspector is responsible for adequate Quality Assurance (QA) for the work accomplished. It is not the role of the Government to perform the Contractor’s QC for the project, especially during inspections. All work regarding meetings and inspections must be performed by the Contractor in accordance with the attached Project Documents.

3.6.2 PRE-FINAL INSPECTIONS: The Contractor must certify that 100% of the Contractor’s QC punch list is completed prior to requests for a Government pre-final inspection, with their completed QC punch list attached. The Contractor must conduct a pre-final walk-through inspection with a Government representative and publish the inspection findings in a Government pre-final inspection report. Pre-final inspection report must include a list of Contractor warranty from newly installed materials. At the pre-final inspection, the Contractor must present a draft DD Form 1354, Transfer and Acceptance of Real Property to the Base Civil Engineer (BCE) or other appropriate organization for review.

3.6.3 FINAL INSPECTIONS: The Contractor must certify that 100% of the pre-final punch list is completed prior to requests for a Government final inspection. The Contractor must conduct a final inspection and publish the findings in a final inspection report (Punch List) in accordance with the format specified in the attached Project Documents. The inspection must concentrate on the items identified at the pre-final inspection and recorded in the pre-final report. The final inspection report must (1) certify that all items of the design have been implemented and that the construction is complete; (2) One year Contractor warranty from newly installed materials. At the final inspection, the Contractor must provide a completed DD Form 1354, Transfer and Acceptance of Real Property to the Contracting Officer.

3.7 CONTRACTOR QUALITY CONTROL DAILY REPORTS: The Contractor must establish and submit to the Contracting Officer a written daily quality control report to assure compliance of this project package. Any report or work found not to comply with the contract must be promptly removed, replaced, or corrected in an approved manner. Digital Daily Quality Control Report must be submitted at the end of each work date, to include, but not be limited to the following:

a) Number and skill level workers and start and end time of various tasks.

b) Materials delivered to job site.

c) Work accomplished or in progress.

d) Remarks or special instructions on delays and safety.

3.8 DD FORM 1354: The Contractor must prepare and submit a draft DD Form 1354 prior to the Pre-

Final Inspection. The Contractor must submit a draft DD Form 1354, make edits as required by the Government, and a Final DD Form 1354 prior to the Final Inspection.

PART 4.0 – SPECIAL CONDITIONS & PERMITS

4.1 BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST: The Contractor must obtain and process AF Form 103 for approval prior to commencement of work for this project. The Contractor shall always have the completed form on site.

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4.1.1 PROCESSING AF FORM 103: Due to the requirement for multiple agencies to coordinate on these requests, expect 7 days for paperwork processing. Contractor requests should be submitted expeditiously to preclude delays.

4.2 UTILITIES: Approximate location of existing utilities has been provided in the Project

Documents. Drawings are for reference and bidding purposes only. The Contractor must take reasonable precautions in determining the exact location of all existing utilities within the contract work area prior to any excavating, trenching, backfilling, or disturbance. Upon request by the Contractor, the Government will provide all available information in its possession concerning utilities in the contract work area. Contractor must hand dig around gas/water utilities.

4.2.1 UTILITY OUTAGES: When a utility outage is necessary to perform the contract work in an occupied facility, regardless of whether the work area is occupied, the outage must be performed by the Contractor during non-duty hours at no additional cost to the Government, unless otherwise approved by the Contracting Officer. The Contractor must notify the Contract Inspector of outage requirements to include buildings affected; length of outage; and reasons for outage. The Contractor must allow affected occupants a minimum of two – (2) weeks’ notice prior to outage.

The Contractor is also required to provide the Contracting Office a written notification of the requested outage.

4.2.2 ACCIDENTAL UTILITY DISRUPTIONS: In the event of accidental disruption of any utility, the Contractor must immediately notify the Contracting officer of the unplanned outage.

After reporting it to the Contracting Officer, call Civil Engineering (325-654-3436) to inform them of an outage with what type of utility you may have encountered.

The Contractor must immediately take every reasonable step to repair the damage in a manner acceptable to the Government and must restore the utility to full use as soon as practicable.

4.3 STREET CLOSINGS: When road closures are required, written notification must be made to the Contracting Officer a minimum of 14 calendar days in advance. Personnel exposed to a traffic environment during hours of darkness, periods of reduced visibility, or as part of construction or maintenance activities, must use reflective vest/accessories. See Section 5.3 of this document for additional requirements to close roads.

4.4 BASE FIRE REGULATIONS: The Contractor must comply with Base Fire Regulations as set forth in the latest edition of GAFB Instruction 32-2001, titled “Base Fire Protection Program”. The Contractor must use no explosives or fire in performing the work. All work must be in strict compliance with all National Fire Codes.

4.4.1 WELDING, CUTTING, AND BRAZING: Fire Protection must complete inspection of all welding, cutting and brazing operations prior to any operation. The Contractor must provide the appropriate operable fire extinguisher AFOSH 91-5 Welding, Cutting and Brazing. Air Force Form 592 USAF Welding, Cutting and Brazing permit will be issued prior to any operation and must be kept on site till completion of operation or permit expires. Contact Fire Protection at 325- 654-3532 for issuance of permit.

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4.4.2 FIRE HYDRANT USE REQUIREMENTS: To use water from a Fire Hydrant on GAFB, the Contractor must submit the form: Contractor Request for Use of Goodfellow AFB Fire Hydrants. The form is available upon request, and mandates that the Contractor use a 2½” National Standard fire thread, Class III Back Flow Preventer and keep it in good operational order.

4.5 NUCLEAR DENSITY GAUGE: Civilian Contractors or any other agency bringing a radioactive device (e.g., soil or asphalt density meter) on Goodfellow AFB must have prior approval from the Base Radiation Safety Officer (RSO). Previous applications to bring a radioactive device on Goodfellow AFB required at least 3 days prior to the anticipated use and permit info included:

a) Copy of the appropriate Nuclear Regulatory Commission License (NRC) or NRC Form 241 authorizing the Contractor to operate or own a radioactive device.

b) Copy of the operator’s qualifications and radiation safety training.

c) Radiation dosimetry results for the operator for the prior calendar year, if applicable.

d) Statement of the expected storage and security requirements or other particular needs of the

Contractor.

e) Copies of the last leak tests, more as required.

f) Date and time the testing Contractor is expected to be on base.

Under no circumstances must an unlicensed radioactive device be used on Goodfellow AFB.

Any questions on Contractor’s responsibilities regarding this requirement should be directed to the Base RSO, 17 MDOS/SGOAB, 325-654-3126, prior to the Contractor starting work.

PART 5.0 - SITE MAINTENANCE

5.1 PROTECT SURROUNDINGS: The Contractor must protect adjacent property, buildings, and their contents free of dust, dirt, or other materials from construction activities. Work areas must be maintained in a neat, clean, safe condition and must, at a minimum, be cleaned at the end of each shift. All streets and roadways in/or adjacent to the site must always remain free of project generated trash and debris.

5.1.1 GOVERNMENT STORAGE: There are no Government furnished covered or secure storage areas.

5.1.2 CONTRACTOR STORAGE AND DELIVERIES: All equipment and materials delivered must be secured with protection from the weather, high winds, humidity, temperature variation, dirt, and any other contaminants. The project documents will designate Contractor storage and laydown yards. All project storage areas must be kept free of debris, leaks, stains, or splashes and kept in a neat, clean, and safe condition. Any contamination of the storage area by a hazardous substance must be immediately remediated by the Contractor, in accordance with the contract above at no additional expense to the Government. Upon completion of the work, the Contractor must leave the work site and storage area(s) in a clean, neat, and workmanlike condition satisfactory to the Contracting Officer.

5.2 SITE CLEANLINESS: The Contractor must collect all trash, debris, refuse, garbage, etc., that is generated and place it in appropriate disposal containers with lids on a periodic basis or as directed by the Contracting Officer’s Representative. Disposal must be outside the limits of Government property. Disposal must be by sanitary landfill or other approved methods and must conform to all

SOW: Page 9 of 10 local, state, and federal guidelines, criteria, and regulations. Restoration of the original ground contours is required unless otherwise directed by the Contracting Officer’s Representative.

5.3 BARRIERS AND SIGNAGE: The Contractor must be solely responsible for all traffic control measures necessary to execute the work safely and efficiently. This includes, but is not limited to, providing, installing, and maintaining all required signage, barricades, cones, and other traffic control devices. The Contractor must ensure these measures comply with all local regulations and industry best practices to maintain a safe work zone and minimize disruption to traffic flow. The Government will be responsible for relocating the handicap parking and parking spots specific to rank.

5.3.1 TEMPORARY FENCE: Prior to the start of any work for this project, the Contractor must provide a safe delineation for their construction site. Temporary fencing used by the Contractor must be securely anchored to prevent an unsightly appearance. Any existing site improvements altered by the presence of the fence must be restored to their original condition and appearance prior to the Final Inspection. Fencing must be maintained by the Contractor in this manner throughout the life of the contract. Guardrails, fences, barricades, and warning lights or other illumination must be provided in roadwork construction or near vehicular traffic areas. Applicable traffic control signage where required by the contract must remain overnight.

5.3.2 HOLES AND TRENCHES: All holes which are left open must be surrounded with a 48-inch-high mesh fence with highly visible orange plastic, warning signs, and blinking light from dusk to dawn. When not being worked, all exposed trenches and holes must be covered with three quarter inch plywood or a metal grating that will prevent anyone from entering the trench/hole.

5.3.3 TRAFFIC CONTROL PLAN: The Contractor must develop, submit for approval, implement a Traffic Control Plan (TCP) and maintain compliance with MUTCD to ensure the safe and efficient flow of vehicle and pedestrian traffic around the worksite. The TCP must address at minimum the following information both written and graphically represented: specific traffic control measures to include detour signage, detour route, cones, barricades and flagging;

procedures for protecting the military personnel that use the troop walk; and procedures for worksite construction vehicles and deliveries. The TCP must show pedestrian routes to B430 as parts of Ft. Griffin Ave will be unavailable to walk through. The plan may need to be adjusted through the duration of the project as determined by the Contract Officer. Deficiencies will be addressed in writing to the Contractor by the Contracting Officer or Contract Specialist for remedy.

5.3.3.1 TROOP WALK: The Contractor must always ensure safe pedestrian/troop marching access from construction activities, to include when the troop walk is worked for the ADA ramps.

5.4 SITE CONTROLS: The amount of dust resulting from demolition must be controlled to prevent the spread of dust to occupied portions of the construction site and to avoid creation of a nuisance in the surrounding area.

5.4.1 Use of water will not be permitted when it results in, or creates hazardous or objectionable conditions such as ice, flooding and pollution. The Contractor must ensure that no elements determined to be unstable are left unsupported and must be responsible for placing and securing

SOW: Page 10 of 10 bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, or demolition work performed under this contract.

5.4.2 Stormwater best management practices must be implemented using straw wattles, logs, or an equivalent temporary sediment control method placed at all storm drainage network inlets. A Stormwater Pollution Prevention Plan is only required if the project area of disturbance is one acre or greater.

5.5 CONCRETE TRUCKS: Cleaning out of concrete trucks on Goodfellow AFB is prohibited. Only a concrete truck’s chute may be rinsed at the construction site. Wastewater and concrete from this rinse must be collected in a high-density polyethylene (HDPE) plastic-lined box or pit provided by the Contractor at the site. At the end of pouring operations, the Contractor must excavate all the waste and liner and properly dispose of same. The Contractor must dispose of all concrete debris to an authorized off base site and must remove all concrete debris and residue at the end of the project at no additional cost to the Government. The pit must be completely backfilled, and the site restored to original conditions.

PART 6.0 - CONSERVATION

6.1 UTILITIES CONSERVATION: The Contractor must use good judgment in the conservation of Government utilities. Prevailing energy conservation practices must be adhered to and enforced by the Contractor. The Contractor must instruct employees in utilities conservation practices. For this contract, utilities, such as water and electricity, will be furnished by the government at no cost to the Contractor.

The Contractor must not adjust mechanical equipment controls for heating, ventilation, and air conditioning systems unless dictated in the project documents. Water faucets or valves must be turned off after the required usage has been accomplished.

PART 7.0 – RESPONSIBILITY

7.1 CONTRACTOR RESPONSIBILITY: The above Parts 1 through 6 do not in any way limit the responsibility of the Contractor to perform all work and furnish all plant, labor, and materials required by this Statement of Work.

PART 8.0 - COMPLETION OF WORK

8.1 OPERATIONAL SYSTEMS: The Contractor must ensure that work for this project is performed in accordance with the criteria herein and that all equipment and systems must be fully operational at the completion of work for this project.

END OF STATEMENT OF WORK