Amendment 4 SOW Airfield Rubber Removal.pdf

STATEMENT OF WORK (SOW)

Maintain Airfield Markings and Rubber Removal

Mountain Home AFB, ID Capital Project No. (QYZH 26-0014)

19 March 2026

PROJECT DESCRIPTION

1. Provide remove rubber and provide new airfield pavement markings to comply with UFC 3-260-04, Airfield and Heliport Marking (16 May 2018). The work includes:

a. Remove rubber from runways 30 and 12, (approximately 420,000 sf).

b. Aircraft arresting cables will be removed and replaced by 366th CES Power

Production personnel to accommodate rubber removal in those areas.

i. Coordinate scheduling with the 366th CES Project Manager and/or

Construction Inspector.

c. Remove and replace markings at various locations on taxiways, parking aprons, flightline road, and other locations identified on the airfield map provided and as shown in UFC 3-260-04, attached.

d. Repaint taxiway edge and centerline markings on the Live Ordnance Load Area’s (LOLA) C as indicated on attached drawings.

e. Maintain cracks and sealant on airfield shoulder on LOLA C as described.

f. Small cracks ¼” to 1¾” require sealant while larger cracks 1¾” to 4” require backup material and sealant installed in accordance with UFGS 32-01-17.61, Sealing Cracks in Asphalt Paving.

g. Cracks exceeding 1¾” width shall be filled with backup material, ASTM C33 sand, to an approximate depth of 1½” below the surface grade. Apply herbicide such as Krovar I DF, Bromacil/Diuron, or Lorox DF on top of sand, prior to sealing crack.

h. Existing cracks are traverse and longitudinal in nature and vary in size from ¼” to 4” and vary in length. Typical existing crack conditions include vegetation, dirt, and debris that will require an air lance, torch, and/or grinder/router to clean and remove.

i. Base Entomology will treat the LOLA shoulder area with herbicide at least 10 days prior to work starting to kill weeds/roots to the extent possible to help with weed removal.

DESCRIPTION OF WORK

1. Mountain Home AFB requires rubber removal from the runway and airfield restriping on aircraft (A/C) parking aprons, taxiways, LOLA C, and flightline road described above and shown on the accompanying maps and photos. The Contractor shall ensure that all work is performed in compliance with state, federal, and airfield laws and regulations as well as code and safety standards including the proper wastewater reclamation and disposal of all water, rubber, and paint. The Contractor shall be responsible for field measurements of rubber to be removed and all markings to be removed and/or applied.

The Contractor shall verify for accuracy, the square footage requested for this effort.

Accumulated rubber on the surface at each end of the runway shall be removed. Rubber shall be removed at the 30-end, starting at the threshold bars and continuing approximately 3000 feet. Rubber shall be removed at the 12-end, starting at the threshold bars continuing approximately 3000 feet. Rubber shall be removed 35 feet on each side of the center line, for a total of approximately 70 feet wide. Sandblasting or shot blasting shall not be permitted.

a. Runway pavement is comprised of portland cement concrete (PCC) and asphaltic cement concrete (ACC) as indicated. Most of the rubber to be removed is on the ACC portion of the runway. The runway was repaved in 2016 and is in excellent condition. Extreme care must be given to rubber removal operations on PCC and ACC pavements so as not to damage the pavement or joints.

b. Damage will be repaired at the contractor’s expense.

c. A/C parking apron markings are shown on the accompanying drawings and may be field verified by the contractor.

2. Restripe airfield markings where rubber removal has taken place. At the end of each work shift or when the runway reopens on Monday morning, all pavement markings shall be reinstalled and cured to allow for normal airfield traffic/operations.

a. All runway pavement markings are to be retro-reflective except black outline.

b. All markings shall be outlined in black on PCC portions of the runway.

3. Work on the runway shall be conducted during non-flying hours and/or during runway closures. The runway is typically closed from 1800 Friday to 0700 Monday. Work can also be conducted at night after flying operations have ceased for the day or between night flying operations. All work must be coordinated at least seven (7) workdays in advance with the Airfield Manager and Project Manager to allow for coordination with current operations, security forces, quality assurance, and the Contracting Officer.

a. Additionally, depending on the holiday/date, the airfield is normally closed from 1600 hrs Thursday and reopens at 0700 hrs on Tuesday on Holiday weekends such as Memorial Day and Independence Day.

b. Check with Base Operations for the projected holiday closures.

4. During night work operations, the contractor must provide all necessary lighting and equipment. Lighting must be directed or shaded to prevent interference with aircraft, air traffic control tower, and other base operations. Lighting and equipment must be capable of being removed from the runway within 15 minutes of notification of an emergency.

All work must be coordinated with the Flight Operations Manager and/or Airfield Manager and approved in advance by the Contracting Officer or authorized representative. Vehicles and equipment must be marked and lighted for dust/dawn and nighttime visibility.

5. Marking material and application must comply with UFGS 32 17 23 Pavement Markings specification, and UFC 3-260-04, Airfield and Heliport Marking.

6. Reflective beads must be used on all airfield markings.

a. Use Type II beads in accordance with UFGS 32 17 23 Pavement Markings.

7. Markings on asphalt pavement do not require a black border whereas markings on all concrete surfaces do require black border.

8. Repaint the taxiway edge and taxiway centerlines on the Live Ordinance Load Area’s (LOLA’s) C. Clean these markings and replace new with new markings.

a. Start new edge and centerline markings where they intersect with Taxiway B.

b. The pavement joint between the taxiway and shoulder in LOLA C contains weed growth that must be cleaned out and resealed prior to new marking application.

c. Joint and cracks are generally ¼” to 1 ¾” in width and must be cleaned and sealed in accordance with UFGS 32-01-17.61, Sealing in Asphalt Paving. However, there are larger cracks ranging from 1 ¾” to 4” in width.

d. Mark LOLA parking spots 5 and 9 with Yellow “X’s” indicating closed area.

Reference UFC 3-260-04, Chapter 8, paragraph 8-4 for Permanently Closed Aprons, Figure’s 8-3 and 8-4, and attached specifications.

e. Use UFC 3-260-04 Fig 7-11; edge markings are two 6” yellow retroflective separated by 6”, outlined with black 6” retroflective markings.

9. Work on the Taxiways, LOLA, and Parking Aprons may be conducted during normal duty hours 0700 – 1700 hrs., Monday – Friday. Work after normal duty hours and weekends must be requested two (2) weeks in advance for scheduling purposes and is subject to the approval of the Contracting Officer. All work must be coordinated at least ten (10) workdays in advance with the Project Manager to allow for coordination with airfield current operations, security forces, quality assurance, and the Contracting Officer.

10. If work is conducted outside of daylight hours, the contractor must provide all necessary lighting and equipment. Lighting must be directed or shaded to prevent interference with aircraft, air traffic control tower, and other base operations. Again, all work must be coordinated with the Flight Operations Manager and/or Airfield Manager and approved two weeks in advance by the Contracting Officer. Vehicles and equipment must be marked and lighted for dust/dawn and nighttime visibility.

11. Aircraft have priority; work vehicles, equipment, and personnel must move to the shoulder when Fighter Aircraft are approaching and wait for the aircraft to clear the area.

12. For wide body, heavy aircraft, all work personnel, vehicles, and equipment cannot remain on the airfield including shoulders and must move off the airfield to a location clear of the aircraft. This situation does not happen often; a schedule of heavy aircraft arrival/departures is available in Base Operations. Contact Base Operations daily for a schedule of heavy aircraft arrival and departure times.

13. The Contractor shall coordinate with the Airfield Manager on a daily basis. At a minimum, the Contractor shall report to Airfield Management Operations at (208) 828- 2222 at the beginning and end of each work shift.

a. The Contractor will notify Airfield Management of their work location and duration each day.

b. When Airfield Management is closed, all coordination shall be made with the Base Command Post at (208) 828-5800.

c. Prior to operating a vehicle on the airfield, all drivers must receive Airfield Driving Training and pass the Airfield Driving Test. This must be scheduled at least 48 hours in advance.

d. A temporary vehicle pass grants access to specified areas of the airfield for short periods of time. Temporary vehicle passes will be issued for all non-base assigned contractor vehicles following Airfield Driver Training with a valid vehicle registration and insurance card. Temporary airfield vehicle passes are only valid for the dates specified on the request.

e. All personnel are required to be escorted when working in or around the restricted area (areas behind RED Lines).

f. Privately own vehicles (POVs) are not authorized on the airfield.

g. Haul routes and staging areas for airfield operations shall be coordinated with and approved by the Airfield Manager and the 366th CES Quality Assurance Representative.

14. At the end of each workday, or when the runway reopens following weekend closure, runway pavement markings including runway access markings from the active taxiways must be complete and intact such as not to interfere with aircraft traffic.

15. The Contractor shall ensure all debris/trash, materials, equipment, vehicles, etc. are removed from the airfield after each day’s work and does not pose a Foreign Object Damage (FOD) hazard. The Contractor shall ensure affected active airfield surfaces always remain FOD free.

a. The Contractor shall utilize a vacuum sweeper every time a construction vehicle or convoy traverse’s active airfield pavement to achieve a FOD free pavement.

b. The Contractor shall perform frequent FOD sweeps to ensure haul routes always remain clean.

16. The total Period of Performance (POP) shall be 90 calendar days. The Contractor shall provide a detailed schedule showing how the POP shall be met.

GENERAL REQUIREMENTS

1. Work shall include furnishing all materials, labor, plant, tools, equipment, transportation, supervision, management, and other services (including engineering/technical design support), items and incidentals necessary to complete this project.

2. Any estimated quantities provided in project documents are considered informational only. The Contractor must validate quantities and all features of work necessary to deliver a complete and functional project.

3. The Contractor shall thoroughly review the project request for constructability and advise the Government of possible problem areas prior to submitting a proposal.

4. It is the Contractor’s responsibility to field verify all Government provided record drawings prior to submitting a proposal. The Contractor may make multiple site visits to verify measurements and work quantities. The Contractor is responsible for the accuracy of all measurements whether they are obtained in the field, or as existing drawing take-offs to develop accurate working drawings. All plans, labor, equipment, materials, and incidentals shall be furnished by the Contractor, unless otherwise specified.

5. The Contractor shall submit for approval all work schedules to the Government two weeks before start of work, unless otherwise specified. This shall be accomplished on and in accordance with instructions pertaining to AF Form 3064, Contract Progress Schedule, and AF Form 3065, Contract Progress Report.

6. Utilities: Subject to available supply, the Government will furnish reasonable amounts of electricity, gas, water and sanitary sewer from existing outlets and supplies, without charge to the Contractor. The Contractor shall conserve utilities. The Government, at their discretion, can charge the Contractor for utilities if the Contractor is using poor conservation practices. The Contractor shall install, maintain and remove any temporary connections and distribution lines at their own expense. If temporary lines are associated with this project, they shall be removed prior to the final acceptance meeting.

Communications access may not be available to the Contractor and the Contractor may be required to use wireless communications.

7. The Contractor shall secure all supplies and equipment stored on the project site to discourage theft or damage. Contractor shall maintain the project site in a clean, safe and orderly manner. Protection and security for materials and equipment on site is the sole responsibility of the Contractor.

8. The work site is in a restricted and/or controlled area, the Contractor may experience delays due to compliance with entrance/exit requirements of the restricted/controlled areas. The Contractor shall not be compensated for reasonable delays in accessing these restricted/controlled areas. The Contractor may also be requested to leave a restricted or controlled area at any time. The Contractor shall not be compensated for reasonable delays due to these security measures. The Contracting Officer may extend the contract period of performance when there is a change in security designations that limit or diminish Contractor access to a work site after commencement of the project. The Contracting Officer may also extend the period of performance of this project to offset undue delays, singular or cumulative, due to Contractor's compliance with security restrictions.

9. Should the contractor wish to use water for equipment e.g. high pressure water blast to clean joints/cracks, water will be available from Government at a hydrant located at the base of the water tower.

10. The Contractor is responsible for equipment and labor for delivery of water from the water source to the job site.

11. Wastewater and Solid Waste Disposal for rubber/paint removal operations must comply with Specification 01 57 19 Temporary Environmental Controls.

12. No construction wastewater shall be discharged to the ground or storm sewer.

13. Wastewater generated from rubber, paint, crack maintenance and repair operations shall be collected and disposed into a sanitary sewer location on base as designated by the Project Manager and/or Quality Control Manager, at no cost to the Contractor.

14. All solid debris collected from rubber, paint, crack maintenance and repair operations shall be disposed of in a permitted sanitary landfill that will accept the waste in accordance with all applicable environmental regulatory requirements.

15. The Contractor shall provide and maintain portable toilet facilities at the site for the use of contractor and subcontractor personnel, as required by the EM 385-1-1. The units shall be emptied and cleaned at least once a week, or more often if required by the contracting officer. The doors to the unit shall be self-closing.

CONSTRUCTION REQUIREMENTS

1. The Contractor shall provide weekly progress reports to the Contracting Officer, Project Manager and Project Inspector. Progress reports must include the work completed each week and quantities of work accomplished as applicable. The report must also provide work planned and scheduled for the subsequent week and callout any coordination requirements needed.

2. Submittals: Submittal Register is provided within the Design Specifications. The Contractor shall submit to the Contracting Officer for review and approval the following information: Manufacturer's product brochures and catalog data for all equipment, components and materials to be used and installed. All material Submittals shall be original vendor information (not copies).

3. Pre-Final and Final Inspections:

a. The Contractor shall request from the Contracting Officer a final acceptance meeting. The request shall be in writing (email is sufficient) at least three (3) working days prior to the meeting.

b. Meeting will be chaired by the Contracting Officer and attended by appropriate Government and Contractor personnel. It is mandatory that the Contractors Project Manager and/or Superintendent be in attendance.

c. If any Contractor personnel are still working on the project, the Contracting Officer will immediately cancel the final acceptance meeting and direct the Contractor to reschedule when the work is complete.

d. If during the final acceptance meeting it becomes obvious to the Contracting Officer that the project is not ready for final acceptance, the Contracting Officer will immediately cancel the final acceptance meeting and direct the Contractor to reschedule when the work is complete.

e. The Contractor will generate a punch list of deficiencies that must be completed prior to the Government taking beneficial occupancy of the facility. During the final acceptance meeting, the Contracting Officer will ask the Contractor how much time he/she requires to correct the deficiencies and both parties will come to an agreement on the number of days to correct the deficiencies. The Government will schedule a meeting to verify the deficiencies are corrected.

SAFETY REQUIREMENTS

1. In order to provide safety controls for protection to the life and health of employees and other persons, for prevention of damage to property, materials, supplies, and equipment, and for avoidance of work interruptions in the performance of this contract, the Contractor shall comply with all pertinent provisions of the U.S. Army Corps of Engineers Manual, EM 385-1-1, entitled “Safety and Health Requirements Manual,” as most recently amended at time of notice to proceed (NTP). The Contractor shall also take or cause to be taken such additional measures as the Contracting Officer may determine to be reasonably necessary for the purpose.

2. The Contractor shall comply with OSHA General Industry Safety and Health Standards (29 CFR 1910), Publication V2206 and OSHA Construction Industry Standards (29 CFR 1926).

3. The Contractor shall maintain an accurate record of and report the following: exposure data and all accidents resulting in death, traumatic injury, occupational disease, and damage to property, materials, supplies, and equipment incidental to the work performed under this contract. The Contractor shall submit records to the Contracting Officer in the manner and on the forms prescribed by the Contracting Officer.

4. The Contracting Officer will notify the Contractor of any noncompliance with the foregoing provisions and the action to be taken. The Contractor shall, after receipt of such notice, immediately take corrective action. Such notice, when delivered to the site of the work, shall be deemed sufficient for this purpose. If the Contractor fails or refuses to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such stop orders shall be made the subject of a claim for extension of time or for excess costs or damages by the Contractor.

5. The Contractor shall be responsible for the safety and health compliance of all subcontractors.

6. No Fewer than five (5) working days prior to the requirement for welding, gas cutting or brazing, the Contractor shall request a signed AF Form 592, USAF Welding, Cutting, or Brazing Permit from the MHAFB Fire Department, Fire Prevention Section.

ENVIRONMENTAL REQUIREMENTS

1. Comply with Mt Home AFB Temporary Environmental Measures Specification 01 57 19, provided in the specifications of this contract.

2. Disposal of Waste:

a. All construction debris will be taken off base to a state-approved landfill.

b. All trucks containing loose debris shall ensure that upon leaving the site, the debris is loaded in such a manner that shall prevent dropping of materials on streets and conform to local ordinances/laws. Fasten suitable cover, such as a tarpaulin, over the load before entering surrounding streets. The Contractor shall be responsible for cleaning up any materials that fall from trucks and be held liable for any resulting damages. NOTE: Idaho Waste Systems (IWS) will no longer accept ANY liquid wastes from Mountain Home AFB.

c. The Contractor shall submit all trip tickets from the landfill facility to show all debris is being disposed of in an approved landfill and in accordance with all Federal and State requirements.

d. To the extent practicable, all scrap metal, cardboard, wood pallets and #1-2 plastic must be sent for reuse or recycling and will not be disposed of in a landfill.

Recyclable materials may be dropped off at the base Recycling Center or when coordinated in advance, the Recycling Center may assist with material pick-up.

3. Hazardous Material Usage: HAZMAT includes all items that are covered under the Emergency Planning and Community Right-to-Know Act (EPCRA), or defined by Fed Std 313, Paragraph 3.2, or other applicable federal or state reporting requirements;

covered under the OSHA HAZCOM Standard (29 CFR 1910.1200) or the OSHA Occupational Exposure to Hazardous Chemicals in Laboratories Standard (29 CFR 1910.1450); and Class I or Class II ozone-depleting substances (ODS). All chemicals utilized in this project must be submitted for HWPM review utilizing the MHAFB Contractors Hazardous Materials Reporting Form (SOW Atch 3). A Safety Data Sheet (SDS) must accompany each product listed on the MHAFB hazardous material authorization, additional information may be required upon request. No hazardous materials are to be brought onto MHAFB without receiving approval. At the end of each calendar month the Contractor must submit any changes to the quantity of hazardous materials stored on site, this includes materials that have been used or identified for disposal via MHAFB Hazardous Materials Monthly Usage Log (SOW Atch 4). All hazardous waste to be shipped off site for disposal must be authorized and coordinated with the MHAFB HWPM.

SECURITY CONSIDERATIONS and BASE ACCESS The security requirements set forth in this section represent the minimum acceptable security standards for this project. The security requirements set forth in this section are intended to supplement the contract, other specifications and other security standards applicable to the Contractor. Nothing in this section is intended to supersede the contract, other specifications or other security standards applicable to the Contractor. Any questions concerning the purpose and scope of this section or any perceived conflicts between this section and other contract documents and security standards should be immediately brought to the attention of the USG Contracting Officer (KO) and USG Project Manager.

1. All workers shall be subject to the base rules of entry and exit and subject to search at any time.

2. The Contractor shall cooperate fully in all security matters, which may arise relating to this contract and/or base activities.

3. It is prohibited to carry/use weapons on the site without prior USG approval. If approval is granted, personnel will abide by Base policies for authorized use.

4. Cell phones are authorized on the site.

5. All personnel shall be vetted by the USG before given access to the project site.

6. Base Access to the USAF Marina must be obtained by completing an SF Form 30 for all individuals who need access to the project site. The SF Form 30 will be provided to the Contractor after contract award. Individuals will be vetted for security and granted access with the approved SF30.

7. The Contractor shall submit all project SFS Form 30s to the CO (Sponsor) for processing to the VCC prior to the two-week lead time. No consideration shall be given to the Contractor for delays or cost increases experienced due to failing to request base access in a timely manner, nor due to the denial of base access to a contractor or subcontractor employee following the Government-performed background check.

8. Base access under this contract shall adhere to the most current entry protocols found at https://www.mountainhome.af.mil/Base-Resources-Helping-Agencies/Visitors- Control-Center/

9. All the aforementioned security procedures are strictly enforced. Inappropriate action and/or violations may result in the immediate termination and removal of said individual and/or Contractor from the base.

10. The Contractor is required to adhere to all airfield access and driving requirements.

a. Contractor personnel shall be allowed access into the Controlled Area and/or

Restricted Area of the flight line after gaining approval of the Entry Authority List (EAL). This EAL is for Airfield access only and is separate from the SF-30 Base Access required to access Mountain Home AFB. The EAL cannot be processed until the SF-30’s are approved. The EAL can take up to 10 calendar days to process. Plan accordingly.

b. The Contractor must always have the approved EAL available while in the Controlled and/or Restricted Areas.

PERSONNEL

1. The Contractor shall employ sufficient management and contract administration resources, including personnel responsible for project management, field superintendence, change order administration, estimating, coordination, inspection, and quality control, to ensure proper execution and timely completion of work.

2. The Contractor shall designate a principal of the firm or other senior management official to provide executive oversight and problem resolution resources to projects for the life of the contract.

3. The Contractor shall employ and require its subcontractors to employ only qualified personnel to perform work required for each project.

4. The Government reserves the right to exclude, or remove from the worksite, any personnel for reasons of incompetence, carelessness, or insubordination, who violate rules and regulations concerning conduct on federal property, or whose continued employment on the worksite is otherwise deemed by the Government to be contrary to the public interest.

5. Under this Contract, the contractor may “dual-hat” the positions of Superintendent, Safety, and Quality Control manager.

6. The Contractor shall ensure their designee meets or exceeds the required qualifications of each role for which they are designated. Prior to construction, the https://www.mountainhome.af.mil/Base-Resources-Helping-Agencies/Visitors-Control-Center/ https://www.mountainhome.af.mil/Base-Resources-Helping-Agencies/Visitors-Control-Center/

Contractor shall provide the CO with written designation for each role, proof of qualifications for each designee, and work contact information (desk/mobile phone, email).

a. Superintendent: The project superintendent must be an individual with a minimum of 10 year’s experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting the schedule and construction drawings. If the superintendent is permitted to also serve as the Quality Control (QC) Manager, the superintendent must also possess those qualifications.

b. Quality Control Manager (QCM): The QC Manager must be an individual with a minimum of 5 years combined experience in the following positions:

Project Superintendent, QC Manager, Project Manager, Project Engineer or Construction Manager on similar size and type construction contracts which included the major trades that are part of this contract. The individual must have at least 2 years experience as a QC Manager. The individual must be familiar with the requirements of EM 385-1-1and have experience in the areas of hazard identification, safety compliance, and sustainability.

c. Site Safety and Health Officer (SSHO): All SSHOs will have met the training and experience requirements in EM 3851-1 and this contract.

CONTRACTOR LAYDOWN AND FACILITIES:

1. Construction Facilities and Temporary Controls: No equipment or materials are authorized to be stored on the airfield.

2. If the Contractor chooses to have storage or facilities on MHAFB, the Government will provide a laydown lot within a reasonable distance of utilities. The Contractor shall restore the land to its original condition within thirty (30) days of contract completion.

3. An approved staging area will be provided at a location designated by the Project Manager and/or Quality Assurance Manager. Typically for airfield work, the staging area is off Red Fir Rd. near the access point to the airfield.

4. If the Contractor chooses to have temporary facilities at MHAFB, the Contractor shall be responsible for any costs associated with their facilities to include mobilization, demobilization, trailers, skirting, utility lines, connections and site restoration.

Contractor temporary facilities shall be located within the 50’ x 100’ lot provided on MHAFB. The facilities must conform to MHAFB’s color scheme, architecture standard and be in good repair. Contractor on-site offices shall comply with handicapped accessibility laws and regulations. See General Requirements for utilities availability.

PROJECT CLOSEOUT

1. Contractor shall request from the CO a final acceptance meeting. The request shall be in writing (email is sufficient) at least three (3) working days prior to the meeting.

2. Meeting will be chaired by the CO and attended by appropriate Government and Contractor personnel. It is mandatory the Contractors Project Superintendent be in attendance.

3. If during the final acceptance meeting it becomes obvious to the CO that the TO is not ready for final acceptance, the CO will immediately cancel the final acceptance meeting and direct the Contractor to reschedule when the work is complete.

4. The Government will generate a punch list of deficiencies that the Contractor must complete prior to the Government taking beneficial occupancy of the facility. During the final acceptance meeting, the CO will ask the Contractor how much time he/she requires to correct the deficiencies and both parties will come to an agreement on the number of days to correct the deficiencies. The Government will schedule a meeting to verify the deficiencies are corrected.