QYS ARSR Exterior Waterproofing SOW.pdf

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Attached to
QYS ARSR Exterior Waterproofing Federal contract opportunity
Solicitation number
697DCK-26-R-00079
Issued by
Department of Transportation Federal Aviation Administration Southwestern Region

About this file

This is a Statement of Work (SOW) for an Exterior Waterproofing Project issued by the Federal Aviation Administration (FAA) for the NAS Defense Program at the QYS Air Route Surveillance Radar (ARSR) facility in Rogers, Texas. The project involves comprehensive facility restoration including siding replacement, door and window upgrades, interior renovations, and environmental remediation. Specific work includes patching or replacing damaged exterior metal wall siding, installing new external doors with BEST locks, replacing windows with energy-efficient models, adding security sensors, repairing bathroom and kitchen fixtures, replacing water heater, and conducting lead and asbestos sampling and abatement.

The project requires careful coordination with FAA operations, with work to be performed during normal business hours and minimal disruption to facility functions. The contractor must submit detailed plans for approval, provide safety documentation, maintain site cleanliness, and ensure all materials and work meet FAA specifications. Key requirements include protecting existing equipment, following OSHA and FAA safety standards, submitting comprehensive documentation, and completing work to match original facility conditions. The project is scheduled for August 2025, with strict requirements for material delivery, storage, inspection, and final acceptance by FAA representatives.

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Other files for this federal contract opportunity

Other files attached to QYS ARSR Exterior Waterproofing, newest first.
File Type Posted
RFI Attachment 2 FAA Order 1600.69D.pdf PDF
RFI Attachment 1 SW-D-11037-1A1 PCS Bldg.pdf PDF
RFIs - 697DCK-25-R-00079 - QYS ARSR Exterior Waterproofing.docx DOCX document
RFI Attachment 3 Site Visit Attendance - QYS Exterior Waterproofing.pdf PDF
697DCK-26-R-00079.pdf PDF
QYS ARSR Exterior Waterproofing Attachments.pdf PDF
Wage Determination - TX20250230 12-12-2025.pdf PDF

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Text version

Federal Aviation Administration

NAS DEFENSE PROGRAMS

NDP RESOURCE SERVICES TEAM

AJW-B710

INFRASTRUCTURE PROGRAM

EXTERIOR

WATERPROOFING

PROJECT

FAA-NDP-QYS-SOW

Rogers, TX

QYS ARSR

STATEMENT OF WORK

AUGUST 2025

FEDERAL AVIATION ADMINISTRATION AUGUST 2025

NAS DEFENSE PROGRAM

Exterior Waterproofing Project QYS ARSR Page 1 of 17

Table of Contents

1.0 GENERAL

1.1 SCOPE

1.2 APPLICABLE DOCUMENTS

1.3 DEFINITIONS

1.4 CONSTRUCTION CONDITIONS

1.5 SAFETY

2.0 CONTRACTOR-FURNISHED MATERIAL AND EQUIPMENT

2.1 MATERIAL DELIVERIES

2.2 STORAGE AND PROTECTION

2.3 PERTINENT INFORMATION

3.0 EXECUTION

3.1 WORK SEQUENCE

3.2 CONTRACTOR USE OF PREMISES

QYS ARSR Page 2 of 17

ATTACHMENTS

ATTACHMENT 1 PHOTOS

ATTACHMENT 2 DOOR HARDWARE PRINT

ATTACHMENT 3 STATEMENT OF WORK Lead Paint Abatement

ATTACHMENT 4 STATEMENT OF WORK Third Party Air Monitoring

(TPAM) - Lead Abatement Project Air Monitoring Services

ATTACEMENT 5 STATEMENT OF WORK Asbestos Abatement and

Restoration at Unstaffed Facilities for the Federal Aviation Administration

ATTACEMENT 6 STATEMENT OF WORK Third Party Air Monitoring

(TPAM) Services for Asbestos-Containing Material Abatement:

Unstaffed Facilities

ATTACHMENT 7 SCHEDULE OF SUBMITTALS

QYS ARSR Page 3 of 17

SUMMARY OF WORK

1.0 GENERAL

1.1 SCOPE

The Federal Aviation Administration (FAA) is contracting the replacement of the facility siding, Internal restoration, and external restoration. The work items described are found at the QYS (Rogers) ARSR (Air Route Surveillance Radar) Facility in Rogers, Texas.

The selected Contractor shall furnish all labor, equipment, materials, and supervision for the Siding, Interior, and Exterior Restoration Project at the Rogers (QYS) Air Route Surveillance Radar (ARSR) located in Rogers, Texas. This includes but is not limited to patching or replacing (as needed) all damaged exterior metal wall siding sheets, openings, cracks, or holes. Replace external doors, door trim, door hinges, and weather stripping. Apply waterproof sealant or caulking over all exterior seams and joints. Paint entire exterior buildings to match. Replace windows with energy efficient windows and install appropriate security sensors and bars. Interior FAA equipment is to be protected during the project by utilizing plastic sheeting or tarps. Install waterproof door seals along the exterior edges of the doors and across the thresholds and headers. Door locks shall have BEST locks installed capable of accepting existing FAA key cores. Replace water heater. Repair or replace bathroom sink, vanity, fixtures, tile, and moisture damaged wall. Replace kitchen cabinets, counter, sink, microwave, and refrigerator. Reinstall or replace reverse osmosis filter. Clean and epoxy coat engine room floor. Sample and abatement for any lead or asbestos. Project materials will receive inspection and acceptance, by the designated FAA project representative prior to use.

The following items are a summary of the project and provided solely for the description and 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. All work shall be coordinated with the FAA and be accomplished on a “Not to interfere with FAA operations” basis. Work is to be performed during normal working hours unless otherwise approved in advance. Contractor shall inform the FAA at least 10 days in advance of the proposed work schedule.

2. Equipment and materials for this work shall be stored only in FAA approved areas.

QYS ARSR Page 4 of 17

3. The Contractor shall clean up and restore the site grounds to its original condition after the work has been performed.

4. The Contractor shall submit a project schedule prior to the commencement of work.

5. Submittal information shall be reviewed and accepted by the FAA prior to the installation or application of any new materials, structures, modifications, and/or systems.

B. Work Location

1. The site of construction installation is located in Rogers, Texas. Approximate address and coordinates for the project site are:

Site Address

13134 Younts Hill Rd, Rogers, Texas 76569

Site Coordinates

30° 56' 35.6" N / 97° 16' 07.7" W (Latitude / Longitude)

C. Background

The FAA requires new siding in areas where damaged and an overall restoration to the interior and exterior of the buildings at the QYS ARSR Facility. The existing siding is dented in areas and overall in poor condition in areas.

The existing external doors have their frame dented in areas, are bowed/curved in spots, hinges are rusted and in poor condition, and the weather stripping is in poor condition.

Existing fire rated doors are presumed asbestos containing material.

The existing windows are dated and have no security sensors or equipment attached to them.

The bathroom sink, vanity, tile, and fixtures are all old and outdated. The bathroom lower wall also has water damage. The existing kitchen facilities are dated and in poor condition.

D. Work Description

D-1 Siding Replacement

QYS ARSR Page 5 of 17

Removal and Replacement of the existing siding, as necessary, is defined in this document. This work includes, but is not limited to the following principal items:

1. Remove and properly dispose of existing damaged, faded, or worn corrugated metal siding panels as needed. Field verify amount of panels to be replaced.

2. Replacement of sections of siding panels that are removed with a siding system of equal or better characteristics for strength, protection from environmental elements, and resistance from water intrusion/leaking. The system shall be secured in a fashion that resists elements such as the wind loading of the area.

3. Covering, patching, and sealing of all external openings, seams, cracks, and joints with commercial grade waterproof sealant or caulking. This includes replacement of sealing around any doors, hardware, windows, and other elements connected to the siding system.

4. Removal and replacement of all exterior vent hood and louvers, particularly all damaged or corroded items, with similar or FAA approved equal.

5. Application of waterproof polyurethane spray foam and insulation over all interior walls of new siding system that meets the R-Value for the area.

6. Application of fire-retardant coating over wall foam after foam dries and cures.

7. If necessary, temporarily disconnecting existing lighting, grounding, bonding, and shielding protection (LGBP) system to access work areas. The LGBP system shall be reconnected at the end of every workday, as required.

8. Coating the entire new exterior siding system with a rust preventative/corrosion resistant system that will provide protection against the environmental elements of the area. The color will be selected by the FAA prior to application of the coating system.

D-2 External Door and Window Replacement

Remove and replace existing external doors, door trim, door hinges, and weather stripping, door closures, levers, and all door hardware. New doors shall have BEST locks installed capable of accepting FAA key cores. Replace existing windows with energy efficient windows. Install appropriate security sensors and bars on the new windows IAW with FAA order 1600.69D appendix F.

1. Removal and replacement of 4 single and 3 double doors around equipment room, engine generator room and PCS building. All single doors shall have lever door handles. REM exit only on the door at the back of the equipment room. The PCS and

QYS ARSR Page 6 of 17

Engine room doors shall have a “push to exit” (panic bar) installed. See Attachment 2 for details involving the door replacement.

2. All hardware around doors and door frames shall be replaced.

3. Rain guards shall be installed at the top of the door frames and bottoms of the doors.

4. Doors must accept a 7-pin BEST Lock core.

5. Replace door closures.

6. Provide doors complying with requirements indicated below by referencing ANSI/SDI A250.8 for Level 4 and ANSI/SDI A250.4 for physical performance Level 4 and Physical Performance Level A (Maximum Duty), Model 2 (Seamless). The fabricate door frame shall be 0.067-inch thick steel sheet, mitered or coped corners and full profile welded.

7. Remove and reinstall any metal or plastic placards. Any decals or placard decals shall be replaced new.

D-3 Interior Restoration

Remove and replace existing water heater with new water heater of similar specifications and performance. New water heater shall be approved by the FAA before install. Repair or replace the existing bathroom sink, vanity, fixtures, tile and wall in areas where water damage can be observed. Replacements should be like for like and have similar performance standards to what is currently installed. Replace existing kitchen cabinets, counter, sink, microwave, and refrigerator. New appliances shall be energy efficient and approved by the FAA. Reinstall or replace reverse osmosis water filter. Clean and epoxy coat engine room floor with oil resistant paint or lacquer.

D-4 Lead Abatement

Exterior paint of the building from each side and the exterior caulking around doors and windows should be sampled. If lead is found, lead abatement shall be performed in accordance with the attached Scope of Work for Lead Paint Abatement and air monitoring services shall also be performed per the attached Third Party Air Monitor (TPAM) Lead Abatement Project Air Monitoring Services Scope of Work. Sampling and testing will occur at least thirty days prior to beginning construction.

QYS ARSR Page 7 of 17

D-5 Asbestos Abatement

Asbestos sampling should be done at a minimum, on door and frames, 2 samples around each door location, and new frame for those doors. Asbestos abatement shall be performed in accordance with the attached Statement of Work for Asbestos Abatement and Restoration at Unstaffed Facilities for the Federal Aviation Administration. Air Monitoring shall also be performed per the attached statement of Work (SOW) Third Party Air Monitoring (TPAM) Services for Asbestos-Containing Material Abatement:

Unstaffed Facilities. Sampling and testing will occur at least thirty days prior to beginning construction.

F. Documentation/Installation/Construction

a. Design, for the siding, will identify extent of installation/construction required.

Prior to construction, plans must be submitted and approved by the FAA.

Submittals shall include, but not be limited to the following:

1) Design Drawings – Contractor shall provide plan and elevation views showing all applicable details and dimensions.

(a) All drawings must be legible B-Size drawings, 11 inch x 17 inch, at a minimum, and delivered in .pdf format for review purposes.

2) Prior to submitting orders, the contractor shall submit specifications for each new component of the installation for approval. During the project, Contractor shall provide submittals for samples, certificates, reports, catalog cuts, letters, shop drawings, maintenance, and operations manuals, etc. as required. All documents shall be submitted to the COR for review and approval prior to moving on.

3) Calculations — Calculations must include, but not be limited to, structural design calculations. All design calculations must be indexed and arranged in an orderly manner, with appropriate sketches, so that any element can be easily identified. All design loads must be identified; design methods and assumptions must be indicated. When computer printouts form a portion of the design calculations, the manufacturer must include all input diagrams and information needed to relate printout to design elements. Computer programs utilized must be identified and a brief description of each must be included.

4) Other data as necessary to clearly describe design, materials, sizes, layouts, details, fasteners, and construction.

QYS ARSR Page 8 of 17

b. Contractor shall provide the FAA with a written letter (PDF is acceptable formatting) certifying that the construction of the siding system, coating, and other elements of constructed on the project are free of lead and asbestos containing materials.

c. Contractor shall apply rust/corrosion resistive coating that is appropriate for the climate of the construction area. Coating shall be applied to the entire siding system and external components. Other areas include, but are not limited to, flashing, fasteners and connections, and incidental elements to the proposed siding replacement system.

G. Quality Assurance

The Contractor will be responsible for the costs of any delays and/or replacement of any components damaged due to damage or carelessness on their part or on the part of any subcontractor when around this facility.

1.2 APPLICABLE DOCUMENTS

A. Applicable Documents - All FAA, Military, Federal, and industrial codes or standards, specifications, and contract drawings referenced in this statement of work 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, specifica-tions, and construction drawings refer to the latest editions (and any supplements) in effect on the date of the contract.

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.

b. National Emission Standards for Hazardous Air Pollutants (40 CFR, Part 61).

2. Federal Standards

a. 313A - Preparation and the Submission of Material Safety Data Sheets

b. FAA-STD-019f – Lightning Grounding Bonding Standard

c. FAA JO 3900.63A – Air Traffic Organization Fall Protection Program (Effective

Date: 01/26/2021)

d. FAA order 1600.69D

QYS ARSR Page 9 of 17

3. American Society of Civil Engineers (ASCE) 7-10: Minimum Design Loads for Buildings and Other Structures (latest revision)

4. American National Standards Institute/ Steel Door Institute (ANSI/SDI): ANSI/SDI

A250.8, ANSI/SDI A250.4

5. International Building Code (latest revision)

6. American Society of Safety Professionals (Formerly ASSE) – Safety Requirements for Workplace Walking/Working Surfaces and Their Access; Workplace Floor, Wall, and roof Openings; Stairs and Guardrails Systems. (latest revision)

7. Occupational Safety and Health Standards (OSHA) 1910 Subpart D – Walking- Working Surfaces

1.3 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.

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.

1.4 CONSTRUCTION CONDITIONS

A. Pre-construction Conference - The Contractor shall attend a pre-construction conference at the time and location specified by the RE/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.

QYS ARSR Page 10 of 17

B. Submittals - Samples, certificates, reports, catalog cuts, letters, shop drawings, maintenance, and operations manuals, etc. required shall be submitted to the Resident Engineer.

1. As-built Drawings- Contractor shall provide as-built drawings at the conclusion of construction. The format of the drawings shall be compatible with AutoCad 2019. B-size hard copies shall be delivered to the FAA as well as the electronic files.

C. Conflict Resolution - The Contractor shall meet standards, specifications, and drawings as specified herein. In the event of dimensional discrepancies or omissions, the Contractor shall field verify and correct the information, and notify the COR. No work shall be done until agreement has been made with the COR.

D. Inspection

1. Access for Inspection - The Contractor shall allow the COR complete access to all portions of the work. Portions of the work buried, enclosed, or disguised, shall be inspected by the COR before being obscured by the next operation of the Contractor.

In all cases, the COR shall be informed accordingly and given access to the work.

Work obscured before inspection and acceptance by the COR, may, at the option of the COR be opened for inspection at no additional cost to Government.

The COR 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 COR 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 COR 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.

E. Project Coordination - The Contractor shall be required to coordinate his/her construction activities with the FAA through the COR. All work which affects the SAW ASR facility shall be coordinated and approved by FAA personnel through the COR at

QYS ARSR Page 11 of 17 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, 72 hours in advance. Each shutdown shall be limited to off peak hours. 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.

F. Layout of Work - The Contractor shall field verify measurements and work from the established base lines and benchmarks 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 benchmarks 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.

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

H. 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.

I. Stop Work Orders - When the Contractor or subcontractors are notified by the COR of any non-compliance with the provisions of the contract and the action(s) to be taken, the Contractor shall correct the unsafe or unhealthy condition. Life threatening or other serious violations shall be corrected immediately. Non-serious violations shall be corrected within 24 hours of the non-compliance notice. The COR may stop the work with a “stop work order” if the Contractor fails to comply promptly with all or any part of the work being performed. When, in the opinion of the COR, satisfactory corrective action has been taken to correct the unsafe and unhealthy condition, the Contractor may

QYS ARSR Page 12 of 17 resume work. The Contractor shall not be allowed any extension of time or compensation for damages by reason of or in connection with such work stoppage.

J. 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.

K. 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).

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 – All work shall be accomplished during normal business hours 7:00 AM – 4:30 PM, unless otherwise approved by the COR and agreed upon at the pre-construction conference.

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

M. 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, QYS ARSR Page 13 of 17 state, federal, airport authority or municipality for such permits without any additional cost to the government.

N. 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 off site 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.

O. 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.

P. O & M - Upon completion of the facility construction activities, the Contractor shall provide operation and maintenance instructions for all new equipment. This information will then be retained by the COR (and the FAA) and used to reflect the as-constructed conditions.

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

1.5 SAFETY

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

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 ensure that the work is accomplished in accordance with accepted safety practices.

QYS ARSR Page 14 of 17

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. 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 manpower.

2.0 CONTRACTOR-FURNISHED MATERIAL AND EQUIPMENT

2.1 MATERIAL DELIVERIES

QYS ARSR Page 15 of 17

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

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

Prior to the start of work, contractor shall submit a detailed schedule and work plan for approval. This project contains multiple stages of work, each requiring careful coordination with FAA and associated manufacturers of the equipment. Work shall always be performed with the overall project goals in mind.

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.

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 times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and

QYS ARSR Page 16 of 17 equipment on-site.

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

END OF SECTION

1.0 GENERAL
1.1 SCOPE
A. General
B. Work Location
30 56' 35.6" N / 97 16' 07.7" W (Latitude / Longitude)
C. Background
The FAA requires new siding in areas where damaged and an overall restoration to the interior and exterior of the buildings at the QYS ARSR Facility. The existing siding is dented in areas and overall in poor condition in areas.
The existing external doors have their frame dented in areas, are bowed/curved in spots, hinges are rusted and in poor condition, and the weather stripping is in poor condition. Existing fire rated doors are presumed asbestos containing material.
The existing windows are dated and have no security sensors or equipment attached to them.
The bathroom sink, vanity, tile, and fixtures are all old and outdated. The bathroom lower wall also has water damage. The existing kitchen facilities are dated and in poor condition.
D. Work Description
D-1 Siding Replacement
Removal and Replacement of the existing siding, as necessary, is defined in this document. This work includes, but is not limited to the following principal items:
1. Remove and properly dispose of existing damaged, faded, or worn corrugated metal siding panels as needed. Field verify amount of panels to be replaced.
2. Replacement of sections of siding panels that are removed with a siding system of equal or better characteristics for strength, protection from environmental elements, and resistance from water intrusion/leaking. The system shall be secured in a fa...
3. Covering, patching, and sealing of all external openings, seams, cracks, and joints with commercial grade waterproof sealant or caulking. This includes replacement of sealing around any doors, hardware, windows, and other elements connected to the ...
4. Removal and replacement of all exterior vent hood and louvers, particularly all damaged or corroded items, with similar or FAA approved equal.
5. Application of waterproof polyurethane spray foam and insulation over all interior walls of new siding system that meets the R-Value for the area.
6. Application of fire-retardant coating over wall foam after foam dries and cures.
7. If necessary, temporarily disconnecting existing lighting, grounding, bonding, and shielding protection (LGBP) system to access work areas. The LGBP system shall be reconnected at the end of every workday, as required.
8. Coating the entire new exterior siding system with a rust preventative/corrosion resistant system that will provide protection against the environmental elements of the area. The color will be selected by the FAA prior to application of the coating...
D-2 External Door and Window Replacement
Remove and replace existing external doors, door trim, door hinges, and weather stripping, door closures, levers, and all door hardware. New doors shall have BEST locks installed capable of accepting FAA key cores. Replace existing windows with energy...
1. Removal and replacement of 4 single and 3 double doors around equipment room, engine generator room and PCS building. All single doors shall have lever door handles. REM exit only on the door at the back of the equipment room. The PCS and Engine ro...
2. All hardware around doors and door frames shall be replaced.
3. Rain guards shall be installed at the top of the door frames and bottoms of the doors.
4. Doors must accept a 7-pin BEST Lock core.
5. Replace door closures.
6. Provide doors complying with requirements indicated below by referencing ANSI/SDI A250.8 for Level 4 and ANSI/SDI A250.4 for physical performance Level 4 and Physical Performance Level A (Maximum Duty), Model 2 (Seamless). The fabricate door frame ...
7. Remove and reinstall any metal or plastic placards. Any decals or placard decals shall be replaced new.
D-3 Interior Restoration
Remove and replace existing water heater with new water heater of similar specifications and performance. New water heater shall be approved by the FAA before install. Repair or replace the existing bathroom sink, vanity, fixtures, tile and wall in ar...
D-4 Lead Abatement
Exterior paint of the building from each side and the exterior caulking around doors and windows should be sampled. If lead is found, lead abatement shall be performed in accordance with the attached Scope of Work for Lead Paint Abatement and air moni...
D-5 Asbestos Abatement
Asbestos sampling should be done at a minimum, on door and frames, 2 samples around each door location, and new frame for those doors. Asbestos abatement shall be performed in accordance with the attached Statement of Work for Asbestos Abatement and R...
F. Documentation/Installation/Construction
a. Design, for the siding, will identify extent of installation/construction required. Prior to construction, plans must be submitted and approved by the FAA. Submittals shall include, but not be limited to the following:
1) Design Drawings – Contractor shall provide plan and elevation views showing all applicable details and dimensions.
(a) All drawings must be legible B-Size drawings, 11 inch x 17 inch, at a minimum, and delivered in .pdf format for review purposes.
2) Prior to submitting orders, the contractor shall submit specifications for each new component of the installation for approval. During the project, Contractor shall provide submittals for samples, certificates, reports, catalog cuts, letters, shop ...
3) Calculations — Calculations must include, but not be limited to, structural design calculations. All design calculations must be indexed and arranged in an orderly manner, with appropriate sketches, so that any element can be easily identified. All...
4) Other data as necessary to clearly describe design, materials, sizes, layouts, details, fasteners, and construction.
b. Contractor shall provide the FAA with a written letter (PDF is acceptable formatting) certifying that the construction of the siding system, coating, and other elements of constructed on the project are free of lead and asbestos containing material...
c. Contractor shall apply rust/corrosion resistive coating that is appropriate for the climate of the construction area. Coating shall be applied to the entire siding system and external components. Other areas include, but are not limited to, flashin...
G. Quality Assurance
The Contractor will be responsible for the costs of any delays and/or replacement of any components damaged due to damage or carelessness on their part or on the part of any subcontractor when around this facility.
1.2 APPLICABLE DOCUMENTS
A. Applicable Documents - All FAA, Military, Federal, and industrial codes or standards, specifications, and contract drawings referenced in this statement of work and the following divisions form a part of this specification and are applicable only t...
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.
1.3 DEFINITIONS
1.4 CONSTRUCTION CONDITIONS
1.5 SAFETY
2.0 CONTRACTOR-FURNISHED MATERIAL AND EQUIPMENT
2.1 Material Deliveries
2.2 Storage and Protection
2.3 PERTINENT INFORMATION
3.0 EXECUTION
3.1 WORK SEQUENCE
Prior to the start of work, contractor shall submit a detailed schedule and work plan for approval. This project contains multiple stages of work, each requiring careful coordination with FAA and associated manufacturers of the equipment. Work shall a...

3.2 CONTRACTOR USE OF PREMISES

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