5 RFP AtcJ3a MockSOW.pdf

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ZNRE 19-1069

MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC)

STATEMENT OF WORK (SOW)

For

PROJECT

ZNRE 19-1069, Repair Bldg 907 Annex at YOKOTA AB

Date: 23 Apr 2019

I. PRINCIPAL FEATURES OF WORK: This Statement of Work (SOW) supplements the

Summary of Work within the GENERAL PROVISION of the Multiple Award Construction Contract (MACC), and more specifically defines the subject Design-Build project. The Contractor shall provide all engineering support, design effort, and construction for the requirements specified in the SOW. The Contractor shall submit all the required documents in accordance with the below instruction and GENERAL PROVISION of the MACC. The Contractor shall verify site conditions and conduct all field surveys and measurements as necessary to complete this project. All performance under this project shall meet or exceed US Government and Japanese Construction Standards. The Contractor shall provide all labor, materials, equipment and any other necessary to complete this project to ensure a complete and usable facility.

II. GENERAL SCOPE:

A. Overall Objective: Design and replace existing steel/wood-frame structure building with new. New structural steel-frame building includes two (2) office rooms and a mechanical room. Design and install new fire sprinkler system including new concrete underground water reservoir tank. Aircraft parts with support equipment shall be stored and maintained at new storage area. The following utilities indicated in this SOW are necessary: heating, ventilation, and air conditioning (HVAC) system, electrical distribution system, lighting fixtures, fire alarm system and mass notification system (MNS). Asbestos abatement is required, and lead base paint containing material removal and disposal is required in this project.

B. General Description of Civil Work:

1. Contractor shall prepare a Demolition Plan and submit proposed salvage, demolition and removal procedure for approval prior to start of work. Plan shall include procedures for careful removal and disposition of materials, coordination with other work in progress, disconnection schedule of utility services, detailed description of methods and equipment to be used for operation and sequence of operation.

2. Column (paint color is gray), roof (paint color is green/yellow) and column/beam/member of truss/another column/other same color material (paint color is green) shall be treated as lead base paint contained materials.

3. Demolish existing storage facility including concrete slab and foundation.

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4. Construct new foundations, ditch for storm and concrete slab (t = 200mm) for new storage facility. Use the vehicle information below for design consideration:

a. 15K forklift

• Weighs: 35,800 lbs (including maximum authorized payload)

• 82in W x 144in L x 147in H

• The X & Y Coordinates of each tire (in) (from center of tire to center of tire): X=60, Y=89

• Highest Tire Inflation Pressure (psi): 140

• Annual Traffic Volume (Passes): 6 times/week

b. MB-2 tow vehicle

• Weighs: 40,000 lbs

• 102in W x 231in L x 89in H

• The X & Y Coordinates of each tire (in) (from center of tire to center of tire): X=89, Y=90.5

• Highest Tire Inflation Pressure (psi): 130

• Annual Traffic Volume (Passes): 4 times/week

5. Construct new concrete foundation for new electrical transformer cubicle.

6. New trenching work for new electrical line should be accomplished.

7. Install new underground concrete water reservoir tank, water piping and post indicator for new fire sprinkler system. Capacity of tank and pipe size will be designed by a US-certified Fire Protection Engineer.

8. Refer to the attached concept plan, demolition plan and the other drawings for all above the works.

C. General Description of Architectural Work with Design:

1. Storage Facility: Steel-frame structure building. The building’s approximate dimensions are as follows: front width =22,250mm, depths =24,994mm and height = 5,500mm.

2. The building shall be constructed as the independent facility. The building shall be connected to the building No. 906 and 907 by the access corridor.

3. The metal roof including skylight and the roof shall be connected to the buildings 906 and 907. The water drainage system shall also connected to these facilities.

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4. The floor finish of the storage facility will be non-skid surface.

5. Install four (4) electrical doors.

6. Install nine (9) steel doors. Refer to the attached concept plan on locations of the steel door.

7. Two (2) office rooms. The approximate dimension of these offices are as follows: front width =75,00mm, depths =4,000mm and height= 3,000mm. The floor finish will be vinyl sheet flooring.

8. Mechanical room. The approximate dimension of the mechanical room are as follows:

front width = 4,000mm, depths = 4,000mm and height = 3,000mm.

9. Refer to the attached concept plan for all above the works.

D. General Description of Mechanical Work with Design:

1. Replace existing water piping, valve and support with new water piping, valve, insulation, support, faucet and associated parts.

2. Install two (2) new heat-pump AC units, outside air intake fans with heat exchanger, concrete foundation, piping, duct, diffuser, register, grill, insulation, lacking, support and associated parts.

3. Replace existing unit heaters, steam piping, valve, trap, insulation, lacking and associated parts with new ones. Point of connection shall be at building 906 border.

4. Relocate five (5) existing air cooled condensing units to exterior. New/additional concrete foundation, extension piping, insulation, support, lacking, Freon gas and associated parts shall be included.

5. Install new roof exhaust fan, thermostat and associated parts located at the bay area.

6. Install new electrical heater, thermostat and associated parts in the new mechanical room.

7. Install new exhaust fan, thermostat and associated parts in the new mechanical room.

8. Install new fire suppression system including fire pump, pressure maintenance pump, alarm valve, switches, level sensor, piping, hanger, bracing, seismic connection, seismic connection, water gong and associated parts. New water reservoir tank, piping and post indicator valve will be discuss on the civil work of this SOW. Fire suppression system will be designed by a US-certified Fire Protection Engineer.

9. Flange gasket shall be treated as Asbestos Containing Material (ACM).

E. General Description of Electrical Work with Design:

1. Remove all existing electrical and fire alarm equipment including all its devices, conduits and wiring.

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2. Provide and install new electrical system. Contractor will be responsible in installing all necessary distribution and facility equipment including electrical distribution system, lighting fixtures with emergency lights and exit lights, control system and surge protection devices.

Replace all receptacle outlets, panelboards, rigid-steel conduits, eco-material cables, wirings, mounting supports and other electrical accessories. Electrical system shall also including interior and exterior LED lighting fixtures with sensor/solar timer control systems, wall control switches, Ground-Fault Circuit Interrupter (GFCI) receptacles, power system for mechanical and architectural equipment with control and disconnecting switches, cubicle type transformer with receiving and distribution units, Advanced Meter Reading System (AMRS) meter with underground conduit, cables and handholes to support the facility.

3. Provide temporary transformer systems with panelboards, associated conduits and wirings for existing other building load. Provide temporary light control and power system for existing canopy. And remove it after new cubicle type transformer installation work, when necessary.

4. Provide and install new fire alarm system and mass notification system (MNS). MNS shall include but not limited to the following: fire alarm reporting system, mass notification transmitter, fire alarm control panel (FACP), MNS panel and associated rigid steel conduits, wirings and other accessories. The existing base fire alarm main system is MONACO radio system. The system will utilize detectors and audio/visual notification devices located throughout the building. All new equipment and devices must be compatible and operable with the existing base fire alarm main system.

5. Installation of electrical, fire alarm and mass notification systems must comply with NFPA and UFC. See reference on section IV of this SOW.

6. Remove PCB containing material in accordance with the attached Yokota Environmental Protection.

F. General Description of Communication Work with Design:

1. Install CAT 6 shielded twisted pair (UTP). All cables shall utilize J-Hooks.

Ceiling shall not be utilized as cable support. Cable shall have a minimum of 1ft slack coil above ceiling at outlet location. All terminations shall be B-Standard.

a. Subtask 1 – Install raceway, 4 Port Gang Boxes, Patch Panel. Install new raceway, gang boxes and patch panel at predetermined locations throughout facility IAW.

b. Subtask 2 – Install new CAT 6A/UTP Network Cables. Install new CAT 6A network cables from B906 Communication room to drop locations in 907 annex. CAT 6A cabling should be blue or grey. Utilize j-hooks in the ceiling to prevent cable from laying on ceiling.

c. Subtask 3 – Terminate CAT 6/UTP Network Cables. Terminate CAT 6 cables into gang boxes at designated locations IAW. Terminate other side of CAT

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6 network cables into the communication rack in B906, utilize appropriate wire management techniques.

d. Subtask 5 – Label Network Cables. Label all network cables at the gang boxes and patch panel. Numbering sequence shall be in numerical order at the patch panel.

2. Test all network cables in facility and document results. Provide test results to 374

CS/SCXP. All CAT 6A cables must pass a 1 GB XFER rate. All CAT 6A cables shall meet at a minimum a 1 Gig Xfer Rate.

3. Remove Old Legacy Cables. The contractor shall be responsible for local disposal of removed cables. The Contractor shall remove the unused legacy network, and phone ISP cabling. Cables in the wall may be cut and removed throughout the ceiling.

G. Environmental Protection:

1. Contractor shall submit an Environmental Protection Plan (EPP) to 374 CES/CEIE (Environmental Office) within 15 days after receipt of the notice to proceed. Approval of the Contractor's plan will not relieve the Contractor of responsibility for adequate and continuing control of pollutants and other environmental protection measures.

III. Site Considerations:

A. Contractor shall provide site protection and clean up after the work. Any damage during construction by the Contractor shall be repaired by the Contractor at no expense to the Government.

All construction debris must be remove and dispose of off-base daily and in accordance with Japanese laws.

B. Provide temporary partitions at the boundaries of construction areas and non-construction area if necessary.

C. Bldg. 907 annex is not an occupied facility but directly adjacent to Bldgs. 906 and 907. Contractor shall ensure upkeep of safety and soundproofing during construction. Contractor will be responsible in notifying Bldg. 907 Facility Manager(s) prior to the start of this construction project.

D. Contractor shall adhere to all Government instructions regarding work during government Exercises and U.S, holidays. The work may be suspended due to user’s convenience during this period.

IV. REFERENCES: The below references as a minimum shall be incorporated into the design analysis to meet the US Air Force standards. In addition, the other references which the Government indicates also shall be incorporated into it.

A. Engineering Specifications and Standard

1. Unified Facilities Criteria (UFC) http://www.wbdg.org/ccb/browse_cat.php?c=4

1. UFC 1-200 Series for Building requirements http://www.wbdg.org/ccb/browse_cat.php?c=4

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2. UFC 1-300 Series for Format standard, requirements and criteria

3. UFC 3-200 Series for Civil

4. UFC 3-300 Series for Structural

5. UFC 3-400 Series for Mechanical

6. UFC 3-500 Series for Electrical

7. UFC 3-600 Series for Fire Protection

8. UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings for Buildings

9. UFC 4-021-01 Design and O&M: Mass Notification Systems

10. UFC 4-211-03F Air Force Fighter Engine Maintenance Facility

11. UFC 4-440-01 Warehouses and Storage Facilities

2. Unified Facilities Guide Specifications (UFGS) http://www.wbdg.org/ccb/browse_cat.php?c=3

3. Air Force Instruction (AFI)

4. Engineering Technical Letters (ETL)

5. National Fire Protection Association (NFPA)

1. NFPA 13 Standard for the Installation of Sprinkler Systems

2. NFPA 20 Standard for the Installation of Stationary Pumps for Fire Protection

3. NFPA 70 National Electrical Code

4. NFPA 25 Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems

5. NFPA 72 National Fire Alarm and Signaling Code

6. NFPA 90A Standard for the Installation of Air-Conditioning and Ventilating Systems

7. NFPA 101 Life Safety Code

6. International Energy Conservation Code 2009

7. Code of Federal Regulations (CFR)

8. EM 385-1-1, Safety and Health Requirements Manual

9. SECTION 15011 – MECHANICAL GENERAL REQUIREMENTS

http://www.wbdg.org/ccb/browse_cat.php?c=3

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10. American National Standards Institute/Telecommunications Industry Association

(ANSI/TIA/EIA)

11. The Building Industry Consulting Service International (BICSI)

12. Federal Standard (FED-STD)

13. Institute of Electrical and Electronic Engineers (IEEE)

14. Rural Utilities Service Bulletin (RUS Bulletin)

15. Telecommunications Industries Association and Electronics Industries Association

(TIA/EIA)

16. International Organization for Standardization (ISO/IEC)

17. Trade Agreement Act (19 U.S.C.& 2501-2581)

B. Environmental standard

1. Japan Environmental Governing Standard (JEGS) for U.S. Military in Japan

2. SECTION 01410, ENVIRONMENTAL PROTECTION

3. Environmental Protection Plan (EPP)

4. Code of Federal Regulations (CFR)

a. 26 CFR 1910.134 Respiratory Protection

b. 29 CFR 1910.141 Sanitation

c. 29 CFR 1910.147 Control of Hazardous Energy (Lock Out/Tag Out)

d. 29 CFR 1926.1101 Asbestos

e. 29 CFR 1926.32 Safety and Health Regulation for Construction – Definition

f. 40 CFR 51 National Emission Standards for Hazardous Pollutants

g. 40 CFR 61 Subpart M National Emission Standard for Asbestos

h. 40 CFR 84 Approval of Respiratory Protective Device

i. 49 CFR 107 Hazardous Materials Program Procedures

j. 49 CFR 171 General Information, Regulations and Definitions

k. 49 CFR 172 Hazardous Materials Table, Special Provisions, Hazardous Materials Communications, Emergency Response Information and Training Requirements

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l. 49 CFR 173 Shippers – General Requirements for Shipment and Packaging

C. Other

1. Report - Limited Asbestos Survey Building 907

2. B907 Final lead base paint Testing Data Sheet, February 2019

3. B907 Water Flow Test Report

4. B907 Annex As-built dwg

5. B907 Annex As-built dwg (Elec)

6. B907 Annex As-built dwg (Arch)

7. B906 As-built dwg

8. B907 sprinkler As-built dwg

9. B907 Annex Proposed Demo Plan

10. B907 Annex Concept Plan

11. B907 Annex Concept Plan (Com)

V. DESIGN POLICY AND CRITERIA

A. The Government will furnish the basic shop drawings criteria to the Contractor from which the project documents can be developed and produced as described below. Suggestions that will improve the operational functions, enhance appearance, and prove to be more economical and advantageous shall be made at the appropriate review conferences. The design must be accepted by the Government and a Notice to Proceed (NTP) by the Contracting Officer (CO) should be issued before construction can start.

1. Design instructions: The design shall incorporate the requirements as discussed in the pre- and post-award conferences and site visits as well as the requirements of the publications listed below. Modern construction techniques may be incorporated into the project design to obtain both quality and economy and to provide a functional, complete, and useable facility.

2. Cost saving techniques: The design is to provide functionality without embellishment.

Also, the design is to achieve an optimum balance between aesthetic consideration, operations and maintenance costs, energy conservation measures, and durability of materials and systems.

Design and support items will be limited to the minimum essential support construction required to provide a useable facility. Every effort will be made to reduce utility runs and site preparation requirements through proper design.

B. Government furnished information: The age of Government data and as-built drawings, along with the fact that there has often been undocumented tenant construction, reduces their usefulness and reliability. The Contractor shall verify the data shown on Government-furnished reference documents by performing reconnaissance, surveys, and field measurements.

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VI. DESIGN SERVICES:

A. Site design data: Contractor shall perform field reconnaissance, visual surveys, and site investigations in accordance with requirements of this project. During the site data collection, the contractor shall record all existing conditions (inside and outside) and obtain engineering information/design data for the accomplishment of this project. All material sampling, testing, and removal shall be performed in accordance with the JEGS.

B. Field measurements: Contractor shall be required to make field investigations to verify dimensions and other information shown on Government-furnished reference data and drawings.

C. General: Contractor will consider all design options and criteria reductions that may be necessary, in those instances, where possible cost overruns may be expected. All drawings, and specifications shall be prepared, reviewed, and approved by registered professional architects and engineers. All hardcopy and electronic submittals of the drawings, specifications, construction schedule, and submittal register shall be submitted and delivered to the contracting officer. One copy of the final drawings shall be submitted in specified editable electronic format for incorporation into Geobase.

1. 60% design, and 100% final design (including 100% corrected final): The final submittals shall be based on the previous submittals and comments furnished by the Air Force along with an anticipated design/construction time schedule (bar chart). The Final Design submittals will include all requirements shown on the Preliminary designs, a complete and thorough detailing of all the requirements of the project.

2. The design will not be deemed 100% Final until the Government has accepted all response(s) to comments made on previous submittals. Contractor shall make such required revisions at no additional cost to the Government. It is recommended that the Contractor electronically submits to the Government a compilation of response to comments along with pages / drawings / calculations that will change between 60% and final submittal. This will minimize the possibility of multiple versions of Final Design, (such as 100% corrected Final Design 1, 100% Corrected Final Design 2, etc.)

3. Design submission copy quantities: All submittals shall occur in the number and format as prescribed below:

ITEM 60%

(Preliminary)

90% (Pre-Final)

*100% (Finals)

Drawings 3-Half Size Sets 3-Half Size Sets 3-Half Size Sets Specification Index 1-Sets 3-Sets 3-Sets Edited Specification Sections

NA 3-Sets 3-Sets

Base Of Design 1-Sets 3-Sets 3-Sets Time Schedule NA 3-Sets 3-Sets Electronic Media 3 Compact Disc

(CD)

3 Compact Disc

(CD)

3 Compact Disc

(CD)

Note: Specification Index and Specification Sections will be combined into one (1) bounded booklet.

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4. Design submission electric media quantities: Three Compact Disc (CD) that saved all items submitted at 60%, 90% and 100% design.

VII. GENERAL INFORMATION:

A. Performance Period: The design shall be completed as soon as possible, but no later than 210 calendar days after receipt of the Government Notice to Proceed (NTP). Government has 14 review time for each design stage and contractor has 10 days to resubmit disapproved design. After receipt of the Government final approval on design, the Contractor shall start the on-site work under the direction of the Contracting Officer (CO), and complete it within 360 calendar days. Contractor shall primarily submit the schedule (Bar chart style) containing design and construction plan upon receipt of NTP. The total performance period will be 570 calendar.

B. Occupancy: The facility is not occupied. Contractor shall provide construction plan and schedule to be coordinated with the B906 and B907 users for all work to be performed.

C. Barricades & warning signs: Prominently post bilingual (English & Japanese) “OFF LIMITS”, “WET PAINT” and “NO SMOKING” signs, as applicable, at all entrances to the job site. Stencil (paint) the black lettering in all capital letters on either 1’-0” x 2’-0” or 2’-0” x 3’- 0” sheet metal or plywood signs. Protect all overnight open excavations with barricades & battery-powered flashers. Smoking is prohibited in government facilities. Smoking is allowed in the Designated Tobacco Areas (DTAs) only.

D. Signs, barriers and night reflective materials: All construction work shall be clearly identified by signs that can be read from at least 50 feet, in addition to barriers marked with night reflective materials. Illumination or warning flashers shall also be used after dark.

E. Utilities: Government will furnish water and electricity at no cost in accordance with FAR 52.236-14, Availability and Use of Utility service (Apr 1984). Access and connection are the responsibility of the Contractor.

F. Utility outages: An AF 103 BCE Work Clearance Request must be coordinated to all base agencies including 374 CES shops. This AF 103 must be approved at least 30 days prior to start of scheduled utility outages. Provide at least 90 calendar days advance notice of planned utility outages including electrical power and fire systems. In each request, specify each utility disconnected, the time and date the service will be deactivated and the anticipated time and date service will be reactivated. Do not disconnect or deactivate any base utility systems without advance CO or Construction Inspector approval. Fire system disconnection and reactivation requires 374 CES/CEF (Phone 225-9112) coordination.

G. Documents Required: All documents required under this Contract, including but not limited to 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. Any delayed encountered by Contractor because a translated copy was not submitted shall be at the Contractor’s expense.

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H. Operation manual shall be submitted in both English and Japanese and number of hard copies submission to the Government shall be coordinated during design stage.

I. Material Submittal: All material submittals must be submitted as soft copy form and pdf file unless noted otherwise.

J. Material disposal: Remove and dispose of all construction debris off base daily in accordance with Japanese laws. Report amount of construction debris generated, disposed or recycled and shall be reported to 374CES/CEIE through the Construction Inspector at the end of the project using the attached form (C/D Form). The hazardous martial shall be transported off base and disposed in accordance with the JEGS and the Japanese law.

K. Final inspection: 374 CONS and 374 CES will perform inspections. Schedule final inspections between 0800 and 1600, Monday through Friday, excluding US legal holidays. The Government will perform the inspection within ten (10) working days after contractor initiates the final inspection request. Final inspections falling on weekends or US legal holidays will be postponed to the following workday. Postponements will not be considered part of the performance period.

L. Asbestos containing material (ACM) identified: To the best of the Government's knowledge, any and all asbestos has been identified. Contractor must prepare an Asbestos Abatement plan and shall be coordinated to the Government for approval. If the Contractor suspects additional ACM, Contractor shall promptly notify the CI for action by the Government. Contractor shall not sample nor remove asbestos without first obtaining permission from the Government.

M. Government shall not be held responsible for any delay or stoppage of construction for the contract period of performance if Contractor failed to submit required documentation in a timely manner or submitted document is not adequate enough quality for approval regardless for if it is at the design stage or material submittals.

N. Contractor Furnished United States Materials (CFUSM) items:

1. Ground-Fault Circuit Interrupter (GFCI) receptacle.

Recommended Source:

Hubbell Incorporated 40 Waterview Drive Shelton, CT 06484-1000 https://www.hubbell.com

Legrand 60 Woodlawn Street West Hartford, CT 06110 https://www.legrand.us

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Leviton Manufacturing Co., Inc.

201 N. Service Road Melville, NY 11747 https://www.leviton.com

2. Advanced Meter Reading System (AMRS).

Recommended Source:

Electro Industries/Gaugetech 1800 Shames Drive westbury, NY 11590 https://www.electroind.com

Schneider electric 6700 Tower Circle Franklin, TN 37067 https://www.schneider-electric.com/us

3. Fire Alarm and Mass Notification systems.

Recommended Source:

Monaco Enterprises, Inc.

14820 E. Sprague Avenue Spokane, WA 99216-1291 https://www.monaco.com

The Viking Corporation 210 N. Industrial Park Drive Hastings, MI 49058 https://www.vikingcorp.com

Notifier 12 Clintonville Road Northford, CT 06472 https://www.securityandfire.honeywell.com/notifier

4. Fire Alarm Reporting system.

Recommended Source:

Monaco Enterprises, Inc.

14820 E. Sprague Avenue Spokane, WA 99216-1291 https://www.monaco.com

VIII. INSTALLATION SAFETY AND FIRE REGUALTIONS

A. The prime Contractor is responsible for understanding and insuring subcontractor compliance with the following:

1. Vehicle Traffic Supervision. AFI 31-204, Motor Vehicle Traffic Supervision.

2. EM 385-1-1, Safety and Health Requirements Manual, Army Corps of Engineers.

3. NFPA 241, Safeguarding Construction, Alteration, and Demolition Operations.

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B. The prime Contractor shall be responsible for all workers to include subcontractor workers’ health and safety. All worker will have to take the completed Airfield Driver Training and submit contractor training memo random.

C. Hot Work Operations: Any hot work operations shall be approved by the Fire Emergency Services Flight, Fire Prevention Office prior to starting. The job site shall be inspected and have an AF Form 592, Welding and Cutting permit, issued. Responsible hot work operation supervisors shall take the following actions.

1. Follow checklist on reverse side of the AF Form 592, Welding and Cutting permit.

2. Remove combustible material to a safe location.

3. Ensure that adequate fire extinguishers are provided and that one person is designate to operate the extinguisher in the event of fire.

4. Ensure fire detection and suppression systems will not be affected by the operation being performed. Thoroughly inspect the area after operations has been completed to ensure that the area is free of fire hazards caused by the operation.

5. If the fire detection or automatic suppression is disconnected, post a fire guard in the facility during welding/cutting or open flame operations. Submit the work schedule through the construction inspector to the base fire department.

D. Driving Responsibilities.

1. Drivers shall yield the right-of-way to all emergency response vehicles.

2. All escort will be Air field license.

3. Vehicles shall not be driven over fire hoses and shall not proceed through areas where firefighting operations are being conducted; unless directed by a designated traffic control representative.

E. The prime Contractor is responsible for providing escort and control of all personnel and equipment being utilized on the contract.

IX. REQUIRED LICENSE:

A. Submit copies of license or certification with photo and renewal/retraining record of each work item listed below to 374 CONS/PKB, Contracting Officer for approval. If designated license or certification does not have a photo, additional submittal may be required for personal identification.

B. Those qualified personnel with license or certification shall be at the job site, either directly supervising or performing work. Contractor must submit at a minimum of two (2) certified personnel for each license or certification. During construction, the Contracting

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Officer and/or the Construction Inspector can verify the submitted qualification without any prior notice.

Ite m

No.

Work Item Work Type Issuing/Authorization Organization/Agency

Submittal Type

1 Architectural Design 1st Class Architect (Ikkyu Kenchikushi)

License class

2 Architectural Construction Control

Ikkyu Kenchiku Sekou Kanri Gishi (1st Class Construction Management) or 1st Class Architect (Ikkyu Kenchikushi)

License class

Certification

3 Architectural Roof Work 1 st Class Kenchiku Bankin Ginoushi

Certification

4 Architectural Evaluation of Steel Fabrication Factory

Ministry of Land, Infrastructure and Transport (Kokudo Koutsuu Syou) (Authorization)

Certification

5 Civil work Excavation, backfill, pavement, sodding and concrete work

1 kkyu doboku sekou kanrigishi Certificate

6 Civil work

Piping work 1 kkyu kankouji sekou kanrigishi Certificate

7 Scaffolding Scaffolding Installation, Disassemble Including Safety Supervising

Ashiba-Kumitatetou Sagyo-Shuninsha Certification

8 Welding

N-2P, A-3P, JPI-

7S31, Z3801, C- 2P

International Trade & Industry (Authorization) Nihon Welding Association (Issue)

Certification License

9 Mechanical General

Design, Drawing and Construction Control

Kenchiku Setsubishi Ministry of Land, Infrastructure and Transport(Kokudo Koutsuu Shou) (Authorization) Kenchiku Setubi Gijyutsu Kyokai (Issue)

Certification License

10 HVAC and Piping

Installation, Construction of Control Qualify

1st. Class Kankoji Seko kanri Gishi ACND over 5 tons and 2nd Class Kankoji Seko Kanri Gishi ACND up to 5 tons.

Ministry of Land, Infrastructure and Transport(Kokudo Koutsuu Shou) (Authorization)

License

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11 Fire Protection Life Safety Code Analysis

Design, Drawing.

Installation, and Construction Quality Control

Fire Defense Equipment Officers Licenses Class A, Group 1 and 4 (Shoubou Setsubisi, Kousyu dai 1 rui and 4 rui) Ministry of Public Management, Home Affairs, Posts and Telecommunications (Soumu-shou) Authorization.

Engineer who has passed the Fire Protection Engineering written examination administered by the National Council of Examiners for Engineering and Survey (NCEES).

License

12 Electrician Installation of Electrical Equipment, Interior and Exterior

1st. Class Electrician (Dai 1 syu Denki Koujishi) Ministry of Economy, Trade and Industry (Keizai-Sangyou Shou)(Authorization)

License

13 Electrical Construction

Quality Control and management for Electrical Construction

1st Class Electrical Construction management engineer (1-kyu Denkikoji Sekoukanrigishi) Ministry of Land, Infrastructure and Transport (Kokudo- Koutsuu Shou) (Authorization)

License

Removal

Disposal Sangyo Haikibutsu Shorigyo Kyoka Sho Sangyo Haikibutsu Shushu Unpan Gyo Kyoka Sho Tokubetsu Kanri Sangyo Haikibutsu Shushu Unpan Gyo Kyoka Sho Tokubetsu Kanri Sangyo Haikibutsu Shori Gyo Kyoka Sho

Certification

Certification

Certification

Certification

15 Asbestos Abatement Worker

Asbestos abatement

EPA Asbestos Worker Course (32 hrs.) License or Accreditation

16 Asbestos Abatement Supervisor

Asbestos abatement

EPA Contractor/Supervisor Course (40 hrs.)

Accreditation

17 Air Sampling Air sampling NIOSH 582 Course or equivalent Certification 18 Analysis of

Air Samples Analysis of air samples

AIHA Certification

19 Lead Base Paint Abatement

Lead base paint supervisor

EPA Lead Abatement Supervisor Certification

20 Lead Base paint

Lead base paint workers

EPA Lead Abatement Worker Certification

21 Air, wipe & soil Sampling

Air wipe & soil sampling

The testing laboratory Accreditation

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X. WARRANTY

Contractor’s Warranty: one-year General Contractor’s Warranty shall be required unless specified on this SOW. Moreover, extended warranties are required as follows: a 10- year warranty metal roofing and a 3- year warranty HVAC.

XI. AS-BUILT DRAWINGS

Submit a complete Geo-Referenced AutoCAD 2010 DWG or no earlier than AutoCAD 2007 file format as-built and PDF document. The coordinate system shall be based on the Universal transverse Mercator (UTM) WGS84 (G1674) UTM Zone 54 North with the vertical datum referenced to Geoid Model Earth Gravitational Model 2008 (EGM2008). As an alternative as-built drawings can be based in Japan Geodetic Datum 2011 (JGD 2011) zone 9, Japanese vertical datum. The AutoCAD drawing must follow the CAD standards from the latest DOD A/E/C standard. The A/E/C standard can be provided by the Government or downloaded from USACE website at https://cadbimcenter.erdc.dren.mil/ https://cadbimcenter.erdc.dren.mil/