1. JOL02339 Replcae HVAC B104 Buckner SOW 20250603_Rev- (002).pdf

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STATEMENT OF WORK

FOR

JOL02339, Repair by Replacement Rooftop A/C Units, Ventilation Fans with Ground A/C Units Stand by Generator B104, Buckner Communication Site, Okinawa, Japan.

GENERAL: This Statement of Work supplements the General Requirements within the Guide and Technical Specifications of JOL02339, Repair by Replacement Rooftop A/C Units, Ventilation Fans with Ground A/C Units Stand by Generator B104, Buckner Communication Site, Okinawa, Japan and more specifically defines the subject project. The contractor shall provide all engineering contract documents needed to issue a Federal Acquisition Regulation (FAR) Construction Contract (Design- Build Contracts).

GENERAL SCOPE: The contractor shall verify all actual measurements, conduct field surveys and investigations, and perform load evaluation and testing. They must also provide all labor, materials, and equipment necessary to complete this project. The contractor is responsible for all required testing, abatement, and proper disposal of the identified asbestos-containing materials (ACM), lead-based paint (LBP), and any other hazardous materials encountered on site, with these associated costs fully included in their bid.

I. PROJECT SUMMARY: This project is to remove and install new A/C system, ventilation system and roofing system building 104 (Switchgear and Generator Rooms), Buckner Communication Site, Okinawa, Japan. Design and construction shall comply with the specifications and requirements contained in this Request for Proposal (RFP). The design and technical criteria contained and cited in this FAR establishes the minimum standards for design and construction quality. Replace all existing deteriorated HVAC system. There are concerns that leaks could cause serious damage to the facility’s equipment. The purpose of this work is to stop the leakage and ensure the safety of facility equipment. The existing building and roof contains asbestos & lead (TCLP) material that must be safely removed. All design and construction activities shall strictly comply with the specifications and requirements set forth in this RFP, which establish the minimum design and technical quality standards. All the work required above this contract including but not limited to.

II. STATEMENT OF WORK:

A. REPAIR WORK (K); Work shall include but not limited to:

GENERAL

1. Restoration work must be conducted on the site affected by this project.

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2. Temporary barricade shall be provided by the contractor during the construction to prevent other occupancy area from construction dust and security. Per accepted Accident Hazard Analysis.

3. Provide weather prevention work for exterior opening area during the construction.

4. The Contractor shall protect the government equipment, furniture, carpet and other items. For the items that will be kept in work areas must be protected with approved materials during construction.

5. Clean-up all room affected by this project throughout the whole building prior to final inspection.

6. HVAC system TAB test must be scheduled at on season.

7. Outside air intake shall be located no less than 3.0 meters (10 feet) aboveground and install a screen in accordance with the UFC 4-010-01.

8. The HVAC system shall have a capability to start-up system after unscheduled power outage.

9. The Phasing plan is required. Since the electrical distribution and power rooms are one room, the removal and installation of air conditioners should be carried out in two or more phases so as not to affect the equipment system.

10. Abate and dispose existing asbestos containing materials (ACM) and lead-based paint (LBP) affected by Architectural, Mechanical and Electrical works with reference to government provided sampling test reports.

11. Relocate, remove, reinstall and test existing systems, equipment and devices that will affect Civil, Electrical, Architectural and Mechanical works.

CIVIL

1. Excavate/dispose and backfill with compaction and prepare the ground to required bedding surface for new structure.

2. Remove and dispose of existing underground pipes to the extent affected by the construction of a concrete pad for the new A/C unit.

3. Construct reinforced concrete pad, leveling concrete and compacted base course for the new A/C units.

4. Restores existing concrete sidewalk same as existing condition affected by construction.

5. Provide permanent plug for existing underground pipe removal edges.

6. Provide permanent plugs at drain pipe inlet in existing sewer manhole.

7. Remove and dispose of ACID neutralizing manhole and manhole cover containing crushed limestone within ACID neutralizing manhole.

8. Provide backfill with compaction with satisfactory material after removal of manhole.

9. All unpaved areas within the grading limits and affected by the construction shall be covered with 3” thick topsoil and solid sodding.

10. Provide rope off/barricade at all open trenches in accordance with standard construction procedures, to include hazardous/warning signs.

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11. Perform traffic and pedestrian control with watchman as required at day time and construction areas shall be continuously illuminated during the hours of darkness.

12. Provide the steel plate across the board for safety access to existing parking lots, roadways as required.

13. Rock Excavation: If there are rock excavated with a size greater than ½ cubic meter in volume, a rock survey report & pictures shall be submitted that quantifying the total volume of rock excavated. The rock removal will be accomplished by a negotiated modification of contract.

14. The contractor’s certified structural engineer shall be responsible to provide structural analysis and make sure the proposed structural design meets regulation requirements such as seismic and wind load. Soil bearing testing shall be included in the proposal.

15. The contractor should verify the required soil bearing capacity of the reinforced concrete pad for the new chiller unit with a soil bearing test.

16. The existing pipes will be cleaned with a water jet before removal, and the water in the existing ACID Neutralization manhole will be pumped out using a tanker truck with a vacuum pump as required.

17. Provide scaffolding and shoring including, sheet piling to protect workmen, banks, adjacent paving, structures, in accordance with Corps of Engineers manual EM 385-1-1 as required.

18. Relocate, remove, reinstall and testing of existing equipment and devices that will be affected by this project works.

ARCHITECTURAL

1. Remove and dispose the existing waterproofing materials (include ACM) and metal flashing materials with accessories.

2. Remove and dispose existing concrete curbs for A/C units.

3. Remove and dispose existing roof gutters, down spouts & splash blocks.

4. Remove and dispose existing expansion joint with accessories.

5. Remove and dispose existing ladders with accessories.

6. Remove and dispose existing supports of Generator mufflers.

7. Remove and dispose existing anchors, other unused materials with accessories.

8. Remove and dispose existing exterior paint and prepare or repair surface prior to paint work.

9. Remove and dispose existing exterior wall for new ducts and sleeves opening.

10. Cracks and spalls (including unforeseen) found during construction that are not indicated on the drawings shall be repaired prior to repaint work and waterproofing work.

- The KTR have to submit the existing condition reports of Cracks & Spalls.

11. Provide new silicon rubber waterproofing system.

12. Block-off & retrofit all A/C & Ventilator openings with reinforced concrete.

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- Structural check and find out suitable block-off concrete with existing roof.

13. Provide new roof gutters, down spouts & splash blocks.

14. Provide new expansion joint with accessories

15. Provide new ladders with accessories.

- Consider the safety of piping around the ladder and ladder’s connection position.

16. Provide new supports of Generator mufflers.

17. Repaint work for exterior of building (including overhang).

18. Retrofit around all ducts and sleeves opening area.

MECHANICAL

Generator & Switchgear Rooms

1. Remove and dispose the existing two (2 EA) single package rooftop A/C units with duct system, condensation drain lines, guy wire system and other accessories. Block-off A/C opening w/new reinforced concrete and finish shall match existing adjacent surface (by Arch work).

Generator Room

2. Remove and dispose the existing six (6 EA) roof type exhaust ventilators, guy wire system, other accessories and associated architectural, mechanical & electrical system.

3. Install new four (4 EA) roof type exhaust ventilators including backdraft damper, shutter, bird screen, flashing, guy wire support system, control system & necessary accessories.

4. Install new single package A/C unit (exterior surfaces of coated with anti-corrosive paint) with wired remote controller & room thermostat (include OA volume adjustments from the unit controller), supply & return duct system, outside air intake duct system (incl. motorized outside air damper), pressure relief gravity damper with SST hood & insect screen, condensation drain system, thermal insulations, SST jackets, vibration isolators, condenser coil cover, gecko protection, reinforced concrete pad, duct hangers & supports, French drain system and the smoke detector in each A/C unit in accordance with related

NFPA.

Control, Switchgear & Power Rooms

5. Remove and dispose the existing seven (7 EA) split type ceiling suspend package A/C units with refrigerant pipes, condensation drain lines, guy wire system and other accessories.

6. Install new eight (8 EA) split type A/C systems complete with ceiling suspend fan coil units wired remote controller & room thermostat, air condensing units with exterior surfaces of coated with anti-corrosive paint, refrigerant pipes, condensation drain system, thermal insulations, pipe cover, vibration isolators, condenser coil cover, gecko protection, reinforced concrete pad, hanger &

JOL02339 Page 5 of 18 3 June 2025 supports, French drain system, R-32 refrigerant gas detection & alarm and necessary accessories.

7. Install new split type dedicated (100%) outside A/C systems complete with ceiling suspend & ducted type air handling unit including hanging bolts, supply air duct, register, flexible duct connection, OA intake SST duct system with aluminum louver, insect screen & stainless (SUS 304) hood, backdraft dampers, outside air intake duct system (incl. motorized outside air damper), volume dampers, hanger & supports, pressure relief gravity damper with SST hood & insect screen, wall mounted programmable room thermostat/controller(include OA volume adjustments from the unit controller), air condensing units with exterior surfaces of coated with anti-corrosive paint, condenser coil cover, gecko protection, washable filter, refrigerant & condensate drain piping with French drain system, thermal insulations, stainless steel sheet pipe cover, concrete pads, vibration isolator, supports and SST guy wire system.

Small Switchgear Room

8. Remove and dispose the existing split type A/C unit wall hang package A/C unit with refrigerant pipes, condensation drain lines, guy wire system and other accessories.

9. Install new split type A/C system complete with wall hang fan coil unit wired remote controller & room thermostat, air condensing units with exterior surfaces of coated with anti-corrosive paint, refrigerant pipes, condensation drain system, thermal insulations, pipe cover, vibration isolators, condenser coil cover, gecko protection, hanger & supports, French drain system R-32 refrigerant gas detection and necessary accessories.

General work

10. Provide operation testing, adjusting and balancing for HVAC system.

11. The Phasing plan is required for HVAC work.

ELECTRICAL

1. Remove/dispose existing exterior lights on the roof, all related equipment, devices, breaker and wire/conduits.

2. Remove/dispose existing safety/disconnect switches w/support for ventilator and

A/C units on the roof, all related equipment, devices, breaker and wire/conduits.

3. Remove/dispose existing lightning protection system with air terminal and conductors on the roof, all related equipment and devices.

4. Install new exterior LED lights on the roof, breaker, control panel, all related equipment, devices and wire/conduits.

5. Install new safety/disconnect switches w/support, all related equipment, devices, breaker and wire/conduits for new ventilator and A/C units.

6. Install new lightning protection system, include air terminal and roof conductors on the roof, all related equipment, devices in accordance with NFPA 780 and

UFC 3-575-01.

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7. Lightning protection system are bonding to all metal devices outdoors and roof conductors connected to existing down conductor at gland level.

III. GOVERNMENT FURNISHED MATERIALS (GFM): No.

IV. DESIGN REQUIREMENTS:

A. Government review and approval of the Contractor’s designs, data, and other of technical information does not relieve the Contractor of the responsibility for technical accuracy and compliance with applicable codes, industry standards, and the intent of this SOW.

B. The Government shall not be responsible for any additional costs which could have been avoided by the Contractor providing an appropriate design.

C. Follow the design criteria except where revised by the attachments to the requirement, to include specifications.

D. As a reference, Federal Facility Criteria (FFC) and regional design criteria include, but are not limited to:

• Federal Facilities Criteria (FFC) https://www.wbdg.org/ffc/federal-facility-criteria

• Unified Facilities Criteria (UFC) http://wbdg.org/ccb/browse_cat.php?o=29&c=4)

• UFC 1-200-01 DoD Building Code https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-01

• Unified Facilities Guide Specifications (UFGS) http://wbdg.org/ccb/browse_org.php?o=70

• Occupational Safety and Health Administration (OSHA) 29 CFR 1910 and http://www.wbdg.org/ccb/browse_org.php?c=57

• USACE EM 385-1-1, Construction Safety Manual https://www.publications.usace.army.mil/Portals/76/Publications/EngineerMan uals/EM_385-1-1.pdf?ver=2015-04-09-142531-467

• Japan Environmental Governing Standards (JEGS) https://www.usfj.mil/Resources/JEGS/ https://www.wbdg.org/ffc/federal-facility-criteria http://wbdg.org/ccb/browse_cat.php?o=29&c=4 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-01 http://wbdg.org/ccb/browse_org.php?o=70 http://www.wbdg.org/ccb/browse_org.php?c=57 https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf?ver=2015-04-09-142531-467 https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf?ver=2015-04-09-142531-467 https://www.usfj.mil/Resources/JEGS/

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• IBC (International Building Code)

• NFPA (National Fire Protection Association) regulations

• NESC (National Electrical Safety Cord)

• IESNA (Illuminating Engineering Society of North America)

• UL (Underwriters Laboratories)

• TI (Technical Instructions)

• ASHRAE (American Society of Heating, Refrigerating and Air-Conditioning Engineers)

• UFAS (Industrial Ventilation)

• Uniform Federal Accessibility Standards

• AR (Army Regulation)

• JIS (Japanese Industrial Standards)

• JASS (Japanese Architectural Standard Specification)

• Military Construction Guide Specifications

• All applicable Act, policies, related regulations and publications.

E. Actual field investigation and survey must be conducted to ascertain existing conditions (locations) and work scope. All obstructions and known utilities must be shown on the drawings. These must be considered when creating the design. The contractor should not assume the existing facility is built per regulation.

F. Project design must be coordinated with the using agency and other agencies

(including the Japan Self Defense Force Agency, Related municipalities and Local Police..etc) involved in project reviews for approval and to obtain construction permission before start of actual site work due to this project site is the local area at outside the fence of controlled by U.S. Army.

- Permits, licenses, or other forms of official approvals may, however, be required under GOJ law for certain contracted activities specified herein. When required, all such permits, licenses and other forms of official approval must be obtained by the contractor from the appropriate governmental authority. DoD Service

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Components will assist contractors when they are applying for a required permit, license or other form of official approval by providing necessary information only.

G. Site Visit: Upon issuance of a RFP to the Contractors, and within lead time specified, the Government will notify Contractors that the job site shall be inspected with the Government and shall thoroughly discuss all conditions and details of the work, including, but not limited to, customer requirements, safety, material quantity and quality, methods of construction, phasing, and the type of trades required. Any deficiencies, omissions, problems, conflicts, or other adverse conditions that may exist in the scope of work, or that may be encountered during the site visit, shall be immediately brought to the attention of the Contracting Officer via a Request For Information (RFI).

H. Design Analysis: Essentially, the design analysis checks whether the current state complies with current regulation and reflects that in the SOW. Developed to each design submittals.

1. Civil Requirements:

- Schematic Description of Site Conditions

- Schematic Technical references (codes, manuals, directives)

- Schematic Drainage Storm water routing

- Schematic Analysis of the existing systems and new work requirements

- Schematic Traffic volume and type

- Schematic ATFP Standoff Distance

2. Architectural Requirements:

- Schematic Project Scope

- Schematic Code Analysis including life safety and ABA Accessibility

- Schematic Design narrative of functional space relationships, as well as circulation

- Schematic Anti-terrorism/ Force Protection Requirements

3. Mechanical Requirements:

- Schematic plumbing design analysis: system narratives with through discussion of domestic water, rainwater, sewer and vent pipping systems

- Schematic Air Conditioning and heating design analysis: system narratives

- Schematic Ventilation design analysis: system narratives with through discussion of the building mechanical room ventilation, and miscellaneous building exhaust systems

- Schematic gas piping, container gas piping and tanks

- Schematic Anti-terrorism/ Force Protection Requirements

- Calculations and information to include the following:

• Heating/Cooling load calculation

• Duct sizing

• Pipe sizing

• Hydraulic calculation

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• Storm demand calculation

• HVAC load calculation

- Process of system test. If HVAC system, include TAB test in on season.

4. Electrical Requirements:

- Schematic scope of new work to be performed.

• Load calculation

• Voltage drops calculation.

5. Fire Protection Requirements:

- Classification of occupancy

- Compliance with UFC 3-600-01 and National Fire Codes

• NFPA 101, Life Safety Code

• Fire Resistive Requirements of building elements

• Required additional components (include but not limited to Fire dampers, Fire stops, SPDs) and features.

I. Design Schedule: Contractor shall attend design review meetings as scheduled.

35% design submittal: 28 calendar days Engineering review: 21 calendar days **OBR meeting: 14 calendar days 65% design submittal: 28 calendar days Engineering review: 21 calendar days **OBR meeting: 14 calendar days 95% design submittal: 28 calendar days Engineering review: 21 calendar days **OBR meeting: 14 calendar days *Revised 95% design submittal: 21 calendar days Engineering review: 14 calendar days Signature from Related Division: 21 calendar days

Total Design performance time: 245 calendar days

*If the revised 95% design document is not acceptable to the government due to design deficiencies of the contractor, the contractor must resubmit the re-revised 95% design document with the contractor’s own expense.

**OBR Meeting: the KTR have to submit the annotation review comments within 4 working days after receiving DPW’s comments.

J. Design submittals: Project documents to be submitted for each design stage are following.

a. 35% Design:

(1) A1 size drawings 1 set

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(2) A3 size drawings 1 set

(3) Specifications 1 set

(4) Design Analysis/Calculations 1 set

(5) CDs (All contract documents) 2 sets (1set for 18 CONS)

b. 65% Design:

(1) A1 size drawings 1 set

(2) A3 size drawings 1 set

(3) Specifications 1 set

c. 95% Design:

(1) A1 size drawings 2 sets

(2) A3 size drawings 1 set

(3) Specifications 1 set

d. Revised 95% Design:

(1) A1 size drawings 2 sets

(2) A3 size drawings 1 set

(3) Specifications 1 set

e. As-Built:

(1) A1 size drawings (Mylar copy) 1set

(2) CDs (All contract documents) 2 sets (1set for 18 CONS)

K. Construction Time: The contractor shall be allowed to work 0800 to 1700 hours, Monday through Friday, except the US Legal holidays. The contractor must coordinate all HVAC related construction in off season (December to March), HVAC TAB test in on season, and all construction in Naha Port adjacent to the breeding site of JEGS-Listed endangered species of little tern from 5 April to 10 August.

Schedule Shall Be Completed Within

Material/Shop Drawings Submittal: 60 calendar days Material/Shop Drawings Review: 60 calendar days Procurement of materials: 180 calendar days Construction Time: 180 calendar days Inclement weather: 10 calendar days (Reference for Typhoon season: 14 calendar days)

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Total Construction performance time: 490 calendar days

V. OTHER REQUIREMENT:

A. The contractor shall describe the following instruction in the contract drawings:

- The project design must use the International System of units (SI) of measurement. Recommend to address numbers in both SI and imperial units.

Drawing size shall be provided on A1 size.

B. All exterior materials, equipment and the system shall be corrosion resistant, and be able to structurally withstand winds and earthquake load required in accordance with UFC 3-301-01. All exterior materials and materials to be used in wet, moisture location shall be corrosion, rust, and mold resistant.

C. After fabrication work, all metal materials shall be hot dip zinc coated in accordance with JIS H 8641.

D. Exterior paint material (water based) should be over 10 year’s durability.

- Exterior and interior color selections shall be in conformance with Army color schemes and standards.

- Paint new exposed surfaces of all pipes, fittings, brackets, supports, hangers, metal surfaces and other accessories

E. Temporary barricade shall be provided by the contractor during the construction to prevent other occupancy area from construction dust and for security.

F. Power outages shall be coordinate with DPW and submitted, in writing, to the COR at least 45 calendar days in advance.

G. All 3-week detail schedules must be submitted on or before 1 week the scheduled start date to COR. Quality assurance inspection must be coordinated before schedule starts.

H. All boxes and enclosures for outdoor installations shall be weatherproof stainless steel material.

I. Provide reinforced concrete encasement of new underground utility lines consists of generally leveling concrete, base course and formwork systems (Including anchoring and bracing to control upward and lateral movement as required).

VI. Asbestos Containing Material (ACM) and Lead Base Paint (LBP):

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A. The Contractor shall evaluate government-provided records, the scope of work, and site conditions to identify the presence, location, and quantity of asbestos-containing material (ACM) and presumed asbestos-containing material (PACM), as well as lead-based paint (LBP) and other hazardous materials. This evaluation shall include sampling and testing of suspected ACM/LBP in accordance with applicable US federal and Japan regulations (specifically, the Japan Environmental Governing Standards - JEGS). Based on these findings, the Contractor will define the Class of Work for each disturbance and develop appropriate removal, abatement, and disposal plans. For the purposes of abatement planning, the presence of ACM/LBP in any sampled material will be assumed to indicate the presence of ACM/LBP in all identical materials throughout the building.

VII. DOCUMENTS REQUIRED: All documents required under this Contract, including but not limited to, safety hazard analysis plans, all correspondence of any nature whatsoever and all other written communications, documents, drawings, reports, etc.

of every description shall be written in English or translated in English before being provided to the Government by the Contractor. Delays encountered because a translated copy was not submitted shall be the Contractor’s expense.

A. AF Form 66, Material submittal Log: The contractor shall provide and responsible for

AF Form 66, Material submittal Log.

B. Acetate cellulose long-life reproducible originals of all as-built drawing with CAD data are required before final payment, as required by FAR 52.236-21 Specifications and Drawings for Construction (APR 1984). Contractor shall also provide Windows compatible copies on disk of all drawings and documents in Adobe Acrobat (.pdf), Microstation (.dgn) and AutoCAD (.dwg) Format. Other software programs or systems or system formats will only be acceptable if approved by the government.

C. Require the KTR to submit Progress Schedule and Progress Report. (14 calendar days after the acceptance of the final 95% design)

D. As-built drawings: Update As-built drawings with any important information, shop drawings and design changes.

E. Warranty Management Plan must be submitted per the UFGS 01 78 00 General

Requirements Closeout submittals.

VIII. GOVERNMENT FURNISHED UTILITY: Government Furnished Utilities will be provided where available at no cost to the contractor.

IX. AVAILABILITY OF LATRINE: Latrine is not available in the building/work area.

The contractor shall be responsible for providing latrines for his personnel. Location of the latrines shall be designated by the COR. Any and all contractor latrines shall be removed from U.S. Government property prior to issuance of final payment.

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X. FACILITY AVAILABILITY: Facility is available during the construction. The impact caused by this project shall be at minimum. The contractor shall coordinate the construction schedule with the government prior to the construction start. All rooms and the utility system except for the construction floor/phase shall be kept in useable condition during the construction. The contractor shall establish work procedures and methods to avoid interference with the business operations or adjacent to the construction area. Make sure the coordination is done adequately with the facility manager to avoid additional hazards to the user. (Ex. Evacuation route, Safe access to the building user and for customer/public).

XI. ENVIRONMENTAL REQUIREMENTS:

A. The contractor shall provide construction and demolition waste information including the costs to the Government immediately after the disposal.

a) Solid Waste manifests (Page A and E) shall be submitted to Environmental Office within 30 days or sooner of each disposal if solid waste disposal would be conducted for this project.

b) Hazardous Waste manifests (Page A and E) shall be submitted to Environmental

Office within 30 days or sooner of each disposal if hazardous waste disposal would be conducted for this project.

B. For new constructions materials, ensure all are free of asbestos and lead-based paint (LBP) in accordance with the Japan Environmental Governing Standards (JEGS) or other laws and regulations. The contractor shall provide manufacture’s certification that materials contain no asbestos (≦ 0.1%) and no lead. If certification is not available, the contractor shall conduct sampling and analysis of the materials.

The analysis results must show no asbestos and no lead.

C. Potable water system

a) All potable water system material and equipment, (pipes, fixtures, solder, etc…) shall be lead and copper free. Before connection to the existing potable water system, the contractor shall conduct lead and copper sampling and testing for the materials to be used IAW JEGS.

b) Flushing, disinfection, and testing of coliforms shall be conducted for new potable water systems before connection to the existing potable water system. Reference AWWA C 651 for flushing, disinfection, and testing procedures.

c) Conduct potable water quality test for total coliforms if a water outage or depressurization of the potable water system is required.

D. Refrigerant.

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a) Refrigerant Recovery/Recycling. All repairs, including leak repairs or services to appliances, industrial process refrigeration units, air conditioning units, or motor vehicle air conditioners, must be performed using commercially available refrigerant recovery/recycling equipment operated by trained personnel.

Refrigerant technicians shall be trained in proper recovery/recycling procedures, leak detection, safety, shipping, and disposal in accordance with recognized industry standards or Japanese equivalent.

b) Refrigerant Venting Prohibition. Any HFC, and PFC refrigerant shall not be intentionally released in the course of maintaining, servicing, repairing, or disposing of appliances, industrial process refrigeration units, air conditioning units, or motor vehicle air conditioners.

c) Provide manifests of removed refrigerants to Environmental office.

d) Provide types and weights of refrigerants for new A/C to Environmental office.

E. Cultural Resources Survey.

Consult with Cultural Resources Program Manager at the Butler Environmental Affairs Branch (EAB) prior to any excavation activities to ensure that possible adverse effects on cultural resources are properly mitigated in accordance with JEGS.

In the event cultural resources were found during excavation, the contractor halt the work, immediately notify the EAB Cultural Resources Program Manager and cease all activities that may result in impact to or the destruction of these resources until the resources were properly recorded and recovered by a qualified archaeologist. Secure the area and prevent employees or other persons from trespassing on, removing, or otherwise disturbing such resources. The government retains ownership and control over such resources.

F. Invasive Alien Species.

Transportation of Invasive Alien Species (IAS) specified on JEGS is strictly prohibited.

In order to avoid accidental introduction of the species, containers, tools, machines, vehicles and equipment shall be cleaned and inspected prior to mobilization and demobilization. In case suspected species were found, contact EAB Natural Resources Program Manager immediately. Once it is detected, take appropriate control measures to exterminate it. Project proponent is responsible for the costs involved with the periodical monitoring and control. Sods to be used in the project site must be an invasive firefly (Pyrocoelia atripennis or Yaeyama-madobotaru) free. The firefly native to Yaeyama Islands was accidentaly introduced to Okinawa Island and is currently listed as a prefectural invasive species under the OPG ordinance for the conservation of endangered species of wild fauna and flora. Its eggs and larvae can be accidentally transported from one place to another with saplings, turfs and sods used for landscaping. The firefly is a threat to rare land snails native to Okinawa Island.

G. Hazardous Materials.

Safety Data Sheets (SDS) will be submitted to USAGO for review and approval if hazardous material will be used or brought on-site. Hazardous materials shall be managed in accordance with JEGS.

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XII. ENERGY EFFICIENT PRODUCTS: The contractor shall comply with the following requirement.

52.223-15 – Energy Efficiency in Energy-Consuming Products (Applies to products delivered, used in the performance of the work, furnished for government use, or specified in the design of a building or work.)

XIII. SAFETY REQUIREMENT:

A. The contractor shall provide and submit a site-specific safety plan prior to start work for approval from the government. The contractor shall be responsible to obtain the approval in timely manner considering the government’s review time and the contractor’s review time.

B. The contract location is a multi-employer workplace. The contractor is required to provide information regarding hazardous materials being brought to this workplace and hazardous conditions produced by construction activities, and to provide information to the US Government how Human Health will be protected.

C. The contractor shall submit Safety Data Sheets and other information from contractor regarding protecting Human Health of US Government personnel. Since 1 June 2015, 29 CFR 1910.1200 (OSHA) requires that a Safety Data Sheet (SDS) be provided for each hazardous material used in the workplace.

D. Provide rope off/barricade at disturbed area in accordance with standard construction procedures, to include Japanese and English Bilingual hazardous/warning signs.

E. Perform traffic and pedestrian control with watchman as required at daytime and provide lighting system at night time.

F. Provide the steel plate across the board for secure to safety access existing parking lots, roadways as required.

G. Provide scaffolding and shoring including, sheet piling to protect workmen, banks, adjacent paving, structures, in accordance with Corps of Engineers manual EM 385- 1-1 as required.

XIV. FIRE SAFETY REGULATION:

The Contractor shall obtain a permit from the USAG-O Fire Chief prior to conducting any welding or soldering or whenever the use of open flame is necessary during the construction phase. The Contractor and his employees will be required to adhere to AR 420-1, dated 12 February 2008.

XV. OPERATION SECURITY (OPSEC) AND SOCIAL NETWORKING:

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A. The contractor personnel that will work under this contract shall review and sign the Contractor OPSEC Training Completion Verification Sheet within 30 calendar days after contract awarded. The DPW will provide the OPSEC Training slides to the contractor to take this training. Once the contractor’s training is completed the DPW shall file the signed Contractor OPSEC Training Completion Verification Sheet in the contract file.

B. Upon completion of contract, the contractor shall return any photos taken, along with all maps, sketched, other images to DPW.

C. The contractor shall not discuss and provide any information, documents, photos, maps, sketched and other images to any outside agency.

D. The contractor will not require access to US Government computers.

E. AT/OPSEC requirements.

a) Antiterrorism (AT) Level I Training. All contractor employees, to include subcontractor employees, requiring access Army installations, facilities and controlled access areas shall complete AT Level I awareness training before contract start date or effective date of incorporation of this requirement into the contract and/or new project employees start work. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to DPW or the COR or to the contracting officer, if a COR is not assigned, after completion of training by all employees and subcontractor personnel. The AT Level I training will be completed either on the Joint Knowledge Online at http://jko.jten.mil (CAC Required) or contractor employees will complete the locally developed AT Level I training translated into Japanese. The contractor personnel that will work under this contract shall review and sign the Contractor AT- iWATCH-OPSEC Training Roster. Provide the training roster to DPTMS.

b) iWATCH Army Training. This section is for contractor employees with an area of performance within an Army controlled installation, facility, or area. DPW or the COR or the contracting officer or the contractor and all associated sub-contractors shall brief all employees on the local iWATCH Army program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed, and the results reported to the COR before the start date of the contract and/or new project employees start work.

The locally developed training is translated into Japanese. The contractor personnel that will work under this contract shall review and complete the USAGO Form 61 (ANITTERRORISM / iWATCH / OPSEC Training Roster).

Provide the training roster to DPW or to the COR or to the contracting officer and they will submit to the DPTMS.

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c) Access and general protection/security policy and procedures. This standard language is for contractor employees with an area of performance within Army controlled installation, facility, or area. Contractor and all associated sub-contractors’ employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9 or NAF Clause BI.142, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

d) For contractors that do not require CAC but require access to a DoD facility or installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

e) Contractors will receive AT Level 1 and iWATCH training using the locally developed training translated into Japanese. Training will be updated on the AT/iWATCH/OPSEC Training Roster and provided to DPTMS when training is completed. All new construction must be in accordance with the Unified Facilities Code 4-010-01 Minimum Antiterrorism Standards for Buildings.

f) The contractor and all associated sub-contractor employees will not require access to US Government computers.

g) For contracts that require OPSEC Training. Per AR 530‐1, Operations Security, the contractor employees must complete Level I OPSEC Awareness training.

New employees must be trained within 30 calendar days of their reporting for duty and annually thereafter. The following must be included in the SSOW:

Contractors will follow the USAG Okinawa OPSEC Plan. All personnel associated with the contract must complete the OPSEC training and sign the training sheet. The sign in roster must be maintained by the COR and must be provided to the OPSEC Officer upon request to verify training. The contractor shall not discuss and provide any information, documents, photos, maps, sketched and other images to any outside agency. Any photos, sketches, or videos of internal project are to be reviewed by the OPSEC officer prior to any release. The photographing of any government facility much have approval from both DPTMS and the Physical Security Office. The use of sUAS is unauthorized

JOL02339 Page 18 of 18 3 June 2025 as per the GOJ No Drone Law; requests tor usage must be routed through ODB, the 18th Wing Scheduling and then the USAG Okinawa Commander for any consideration. Any use of illegal sUAS flights will be interdicted by USAG Okinawa Law Enforcement.