SOW QKK Asbestos Abatement - Updated Final.pdf

QKK – Kokee Asbestos Abatement Oct 2025

SUMMARY OF WORK PAGE 1

Koke’e Asbestos Abatement

SUMMARY OF WORK

1.0 GENERAL SCOPE

The selected Contractor shall furnish all labor, product, equipment, materials, and supervision for the planning and execution associated with the QKK (Koke’e) Asbestos Abatement Project at the Radar site located within Koke’e State Park in Kauai, Hawaii.

The extent of the work will be specific to certain areas outlined within this package.

The following items are a summary of the project and are provided solely for the purpose of describing the general nature of the work. The Contractor is responsible for accomplishing all items of work identified in the applicable drawings, specifications, and provisions of the contract:

A. General

1. QKK ARSR is an active facility that supports operations 24 hours a day, 7 days a week.

2. All work shall be coordinated with the FAA and be accomplished on a “Not to interfere with operations” basis.

3. Any outages or access restrictions shall be approved at least 24 hours prior to the associated work

4. Construction material shall be stored only in FAA approved areas.

5. Construction staging shall be allowed only in the FAA approved areas.

6. The Contractor shall provide all temporary services required for construction.

7. The Contractor shall clean up and restore the site grounds to its original condition after the work has been performed and properly dispose of any project waste.

8. The site has access restrictions, and contractor shall comply with facility requirements. This may include providing a list of employees for access prior to beginning work. All access requirements will be coordinate through the project COR/Implementer.

B. Background

1. Asbestos testing was completed in May 2025 confirming multiple areas with 3-7% chrysotile in buildings 1, 5 and 10.

SUMMARY OF WORK PAGE 2

C. Abatement

1. Building 1:

a. Perform Asbestos Abatement of Asbestos Containing Material (ACM) identified per the Asbestos Report and Figure 1 and 2 below. Materials identified as containing asbestos are floor tile, floor tile mastic, and joint compound; and are specifically identified in the Asbestos Report. In areas requiring joint compound abatement, all associated drywall should be removed and properly disposed of.

b. In areas identified as “Abate & Restore”, replace all removed materials with non-asbestos containing “like” materials. Areas should be restored to similar condition including matching existing wall color, neutral floor tile color, and finished appearance. Any deviations from the existing color scheme shall be approved prior to installation. Flooring options may include tile, plank, or vinyl sheet, and be of 20 mil (0.020) wear layer or greater.

c. In areas identified as “Abate Only”, perform abatement of ACM identified in the Asbestos Report, then clean and leave areas in a safe, unfinished state.

d. Remove and replace 26 Windows in Building 1 with like sized and type, single pane, vinyl windows. Windows shall be factory tinted or tinted post insulation to prevent bird strikes. A list of the windows and relative sizes are provided below, however all window dimensions should be confirmed prior to ordering to ensure proper fit.

Figure 1: Building 1, First Floor

SUMMARY OF WORK PAGE 3

Figure 2: Building 1, Second Floor

e. Building 5:

1) Post signage to the entrance of the entrance of each location containing ACM, in accordance with federal, state, and local regulations. ACM is identified on the associated report.

Figure 3 – Building 5 (Add Signage Only)

f. Building 10:

1) Post signage to the entrance of the entrance of each location containing ACM, in accordance with federal, state, and local regulations. ACM is identified on the associated report.

SUMMARY OF WORK PAGE 4

Figure 4: Building 10 (Add Signage Only)

List of Windows for Replacement Location Dimensions (Frame) Quantity Notes Downstairs Break Area 72.5" x 36.875" 4 2 Sets of windows per frame Downstairs Break Area 35.5" x 36.875" 1 Kitchen 61" x 34.375" 1 Stairwell (Upstairs) 41" x 38.75" 3 Upstairs Admin 110.75" x 36.625" 3 Rm 201A 110.75" x 36.625" 3 Rm 201A 73.75" x 36.625" 2 Upstairs Bathroom 110.5" x 24.25" 3 Rm 202 185.25" x 36.5" 5 Female Barracks 41.375" x 38.5" 1 All window sizes are for general cost and effort information. Actual sizes shall be field verified by the selected contractor prior to ordering.

1.1 APPLICABLE DOCUMENTS

A. Applicable Documents - All FAA, Military, Federal, and industrial codes or standards, specifications, and contract drawings referenced in this and the following divisions form a part of this specification and are applicable only to the extent they were used as a basis of this design. All references to codes, standards, specifications, and construction drawings refer to the latest editions (and any supplements) in effect on the date of the contract.

SUMMARY OF WORK PAGE 5

B. Applicable Publications - The publications listed below form a part of this specification to the extent referenced. The publications are referenced to in the text by basic designation only.

1. Code of Federal Regulations (CFR):

a. OSHA General Industry Safety and Health Standards (29 CFR 1910), OSHA

Construction Industry Standards (29 CFR 1926). OSHA 2202 is a condensed version of 29 CFR 1926. Each is for sale by the Superintendent of Documents, U.S. Government Printing Office, Washington DC 20402.

2. United States Environmental Protection Agency, including but not limited to:

a. 40 CFR 260; Hazardous Waste Management Systems: General

b. 40 CFR 261; Identification and Listing of Hazardous Waste

c. 40 CFR 268; Land Disposal Restrictions

d. 49 CFR 172; Hazardous Materials Tables and Hazardous Materials

Communications Regulations

3. Federal Standard (313A): Preparation and the Submission of Safety Data

Sheets.

1.2 DEFINITIONS

A. Federal Aviation Administration (FAA) - The terms "Federal Aviation Administration" (FAA) and "government" as used herein denotes the "owner".

B. Project Engineer (PE) - The term "Project Engineer (PE)” as used herein denotes the "Government’s representative".

C. Contracting Officer (CO) - The term "Contracting Officer" (CO) as used herein denotes the person designated to act for the Government in the performance of this contract.

D. Contracting Officers Representative (COR) - The term "COR” as used herein denotes the representative of the Contracting Officer at the job site. The term is synonymous with the FAA terms "Resident Engineer" (RE).

E. Contractor and Subcontractor - The term "Contractor" as used herein denotes the firm who will perform and complete the work required by the Contract. The term "subcontractor" as used herein denotes the person or firm retained by the Contractor to perform a particular unit of work required by the Contractor. Subcontractors shall be required to meet all specifications required of the Contractor.

SUMMARY OF WORK PAGE 6

1.3 CONSTRUCTION CONDITIONS

A. Post Award Telecon – The Contractor shall participate in a post award telecom at the time and date specified by the Project Engineer or COR. Schedule, scope, and general construction conditions will be discussed.

B. Pre-construction Conference - The Contractor shall attend a pre-construction conference at the time and location specified by the COR. Requirements for material disposal, security and safety will be discussed. Use of facility restrooms, water, and power will also be discussed. Compliance with these procedures while on site is mandatory.

C. Submittals - Prior to submitting orders, the contractor shall submit specifications for each new component of the installation for approval. Examples of required submittals include the new HVAC units, disconnects, backdraft dampers, diffusers, placards, curbs or stands, duct insulation, etc. Contractor shall provide submittals for samples, certificates, reports, catalog cuts, letters, shop drawings, maintenance and operations manuals, etc. as required throughout the project. All documents shall be submitted to the COR.

1. Contractor shall coordinate with the FAA for all required safety, health, and risk management required documentation.

D. Conflict Resolution - The Contractor shall meet standards, specifications, and drawings as specified herein. The specifications and drawings shall rule in all cases.

Specifications shall govern over drawings. If any conflict should exist between site drawings (location-specific drawings) and standard drawings (drawings not referring to a particular location), the site drawings shall govern. In the event of dimensional discrepancies or omissions, the Contractor shall field verify and correct the information, and notify the RE. No work shall be done until agreement has been made with the RE

E. Inspection

1. Access for Inspection - The Contractor shall allow the RE complete access to all portions of the work. Portions of the work buried, enclosed, or disguised, shall be inspected by the RE before being obscured by the next operation of the Contractor. In all cases, the RE shall be informed accordingly and given access to the work. Work obscured before inspection and acceptance by the RE, may, at the option of the RE be opened for inspection at no additional cost to Government.

SUMMARY OF WORK PAGE 7

The RE will inspect all work in progress up to completion and final Contractor’s Acceptance Inspection (CAI) including all materials, tools, and equipment. Such inspection may extend to all or a part of the work for the preparation, fabrication or manufacture of the materials to be used. The RE will notify the Contractor of any non-compliance with the contract specifications and/or drawings, and may reject workmanship or materials accordingly.

2. Contractor's Acceptance Inspection (CAI) - After substantial completion of all the Contractor's work, a CAI will be conducted between the Contractor and Government. The RE will review the contract documents and verify that the Contractor has completed all required work. If work remains to be completed, an itemized list will be prepared, and the contractor at no additional cost to the Government shall complete the remaining tasks correctly. A Joint Acceptance Inspection (JAI) requires FAA personnel to be present. It may be held concurrently with the CAI.

F. Project Coordination - The Contractor shall be required to coordinate their construction activities with the FAA through the COR. All work which affects the facility shall be coordinated and approved by FAA personnel through the COR at least forty-eight (48) hours in advance of the scheduled work. Failure to notify and obtain the necessary approval may result in a rescheduling of the work. If weather conditions or aircraft operations preclude a scheduled shutdown of an existing FAA facility, the Contractor shall reschedule the work. The Contractor will be required to coordinate all power shutdowns of existing facilities with the FAA, through the COR, seventy-two

(72) hours in advance. Each shutdown shall be limited and off-peak hours shall be required for testing or power shutdowns, with the facility placed back in service at the end of the workday, or as stipulated by the FAA.

G. Layout of Work - The Contractor shall field verify measurements and work from the established base lines and bench marks indicated on the drawings and shall be responsible for all measurements in connection therewith. The Contractor shall furnish, at his/her own expense, all stakes, templates, platforms, equipment, tools, materials, and labor as may be required in laying out any part of the work from the base lines and bench marks previously established. The Contractor will be held responsible for the execution of the work as detailed in the plans and specifications.

It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks previously established until authorized to remove them.

H. Permits, Inspection, Licenses, Certificates - The Contractor shall obtain and pay fees for permits, inspections, licenses, or certificates required by Federal, State and City/Town officials as necessary to perform the work, prior to starting construction, and in a timely manner to avoid delays in starting the job. The Contractor shall submit

SUMMARY OF WORK PAGE 8

evidence that they have obtained all required permits, inspections, licenses, and/or certificates.

I. Compliance with Local and Other Codes - The Contractor shall comply with local and other codes and standards. Where the requirements of the specifications and drawings exceed those of the local or other codes, the Contractor shall comply with the requirements of the specifications and drawings.

J. Stop Work Orders – The COR may issue a “stop work order” if any part of the work being performed by Contactor or subcontractor fails to comply with the contract. The Contractor shall not be allowed any extension of time or compensation for damages by reason of, or in connection with, such work stoppage. Serious violations shall be corrected immediately upon notice. Non-serious violations shall be corrected within 24-hours of the non-compliance notice. The Contractor may resume work, at the COR’s discretion, once satisfactory corrective action has been taken to correct the unsafe and unhealthy condition.

K. Protection of Existing Vegetation, Improvements and Structures - The Contractor shall take all precautions necessary to protect the existing facilities, equipment, buildings, foundations, vegetation, etc., during construction. Any areas damaged by the Contractor or any subcontractors, shall be repaired or replaced to their original conditions by the Contractor at no additional cost to the government. Repairs shall be approved by the COR and shall match to original finish. The Contractor shall provide all temporary covers, enclosures, barricades, etc., required to protect the existing facilities.

L. Schedules

1. Schedule - The Contractor shall, within ten (10) calendar days from date of award of contract, submit to the CO for approval a practical project schedule. The schedule shall show the order in which the Contractor proposes to carry out the work, the date on which he/she will start the several salient features (including procurement of materials, plant and equipment) and the contemplated dates for completing the work. The schedule shall be in the form of a progress chart of suitable scale to indicate the approximate percentage of work scheduled for completion at any time. The Contractor shall enter on the chart the actual progress at such intervals as directed by the CO. The project schedule shall include a milestone schedule for payments. The milestones should be stated with requested reimbursement for each milestone (based upon actual costs, overhead and profit).

SUMMARY OF WORK PAGE 9

2. Progress Schedule - The Contractor, if requested by the CO, shall submit a progress schedule at such intervals as directed by the CO. If the Contractor fails to submit a progress schedule within three (3) business days, the CO may withhold approval of progress payment estimates until the Contractor submits the required progress schedule.

3. Hours of Work – Shall be approved by the COR. Most of the work is expected to be performed during normal working hours; however, some work may be required afterhours. Work on weekends and Federal holidays shall be approved in advance by the COR in writing.

M. Site Access - Access to the site will be via a pre-determined route identified and agreed upon at the pre-construction conference.

N. Special Permits - The Contractor shall obtain and submit evidence of all necessary permits for the work. The Contractor shall abide by all requirements dictated by the city, state, federal, airport authority or municipality for such permits without any additional cost to the government.

O. Waste Disposal - The Contractor shall provide on-site containers for the collection of construction waste materials, debris and rubbish and their daily removal from the site.

Any spillage on access and haul routes shall be cleaned up immediately. All spoil, waste and debris removed from the work site and not specified for reuse or identified as salvageable items, or identified as contaminated contents shall be disposed of offsite in areas authorized by the applicable County, State and/or Local agencies and in accordance with current rules and regulations governing the disposal of such waste.

The Contractor, at no additional cost to the government, shall pay disposal fees and miscellaneous charges. Copies of all documentation of the disposal of any fuel or hazardous wastes will be submitted to the COR.

P. Cleanup - The work site shall be kept clean and orderly during the progress of work.

After final inspection, but before final acceptance of the work, all exterior surfaces of the equipment shall be cleaned of dirt, mud, or oil accumulations. All debris shall be removed from the general site area.

Q. Warranties - Documentation for the warranties shall be provided to the government upon completion of the project.

1.4 SAFETY

OSHA and FAA safety standards will be enforced. In keeping with such standards, the Contractor shall, at a minimum, provide:

SUMMARY OF WORK PAGE 10

A. Safety Plan - The Contractor shall have and submit a Safety Plan with the purpose of maintaining a safe working environment for construction workers employed on site.

The safety plan shall require a statement that the current Occupation Safety and Health Act (OSHA) regulations on safety in the construction industry, OSHA Title 29, Part 1910 and Part 1926, as well as FAA safety regulations are followed. The plan will be used by the COR to insure that the work is accomplished in accordance with accepted safety practices.

B. Trained Personnel - Personnel shall be properly trained in the usage of all equipment for which they will be required to use during the Contract. The COR may request documentation or other evidence of training at any time. Personnel without adequate training will be prohibited from using such equipment.

C. Lock Out / Tag Out – The Contractor shall employ and detail lock-out / tag-out procedures to employees working with and around electrical systems. When accessing an electrical panel, a FAA technician must be present prior to interrupting and energizing the breakers.

D. Safety Data Sheets - The Contractor shall have Safety Data Sheets (SDS) conforming to

Federal Standard 313A, written by the manufacturer, for all materials containing chemicals or other substances which may pose a hazard. One (1) copy of each SDS shall be submitted to the COR and one (1) copy of each SDS shall be kept on file at the job site at all times. The Contractor and subcontractors will be prohibited from handling any material which does not have an applicable SDS on file at the site until such SDS arrives on site.

E. Safety Equipment - The Contractor shall provide safety equipment including, but not limited to, a Red Cross approved First-Aid kit and the appropriate number of annually inspected, charged fire extinguishers with the proper NFPA rating.

F. HAZCOM Program - The Contractor shall have a hazard communications (HAZCOM) program. The Contractor and each subcontractor shall submit a copy of their HAZCOM program as well as a copy of their current OSHA 200 form, if requested.

G. Work Practices - Although OSHA regulations and the Contractor's Safety Plan will usually apply, the COR may consider certain work practices to be unsafe in accordance with Public Law 91-596, Part 5a and 5b. The COR may stop any operation which is in violation of the OSHA standards or fails to comply with the safety plan or other safe work practices.

H. Designated Foreman - When any construction activity is conducted at the site, the presence of a designated, competent contractor’s foreman is required at the job site.

SUMMARY OF WORK PAGE 11

The foreman must be qualified and capable of organizing and coordinating all activities of the Contractor and his subcontractors, and keeping a safe job site.

I. Work Force - The Contractor shall at all times, when construction activities are conducted, have a substantial number of workers for each task to proceed expeditiously and without generating delay, for lack of man-power.

2.0 CONTRACTOR-FURNISHED MATERIAL AND EQUIPMENT

2.1 MATERIAL DELIVERIES

All material deliveries made under this contract shall be arranged for delivery to the Contractor's material staging area. This area shall be located as determined at the pre-construction conference.

2.2 STORAGE AND PROTECTION

The Contractor, through the COR, shall secure from FAA all necessary clearances for storage areas on site, including any time limitations upon the use of such areas. The storage and protection of Contractor material shall be the sole responsibility of the Contractor. The Contractor shall provide at his/her own expense all fencing, shelters and security personnel as may be necessary for the protection of the material and equipment.

2.3 PERTINENT INFORMATION

Any pertinent information listed about the contractor-furnished material and equipment shall be submitted to the COR.

3.0 EXECUTION

3.1 WORK SEQUENCE

The QKK Radar is an active operational facility, which runs 24 hours a day, 7 days a week; therefore, all work shall be coordinated and accomplished on a “not to interfere with operations” basis. Some of the work performed may have to be accomplished after hours to accommodate operations. Many of the steps of this project can be done simultaneously or in a different order.

3.2 CONTRACTOR USE OF PREMISES

A. Use of the Site - Do not disturb portions of the site beyond the areas in which work is required.

SUMMARY OF WORK PAGE 12

B. Driveways and Entrances: Keep driveways and entrances serving the premises clear and available to the Government, the Government’s employees, and emergency vehicles at all time. Do not use these areas for parking or storage of materials.

Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

C. Use of the Existing Building - Maintain the existing building in a watertight condition throughout the construction period. Repair damage caused by construction operations. Take all precautions necessary to protect the building during the construction period.

4.0 AUTHOR

This document was prepared by Jonathan Salter

END OF SECTION