A.1.9 - RTA SPECS_W912HV20B0005_FY16MUNS-r.pdf

Solicitation No. W912HV-20-B-0005

US Army Corps of Engineers Japan District

FY16 PAYZ16000B MUNITIONS STORAGE

IGLOO

KADENA AIR BASE- OKINAWA, JAPAN

SPECIFICATIONS

RTA Submittal

13 MAR 2020

This page was intentionally left blank for duplex printing.

FY16 PAYZ16000B Munitions Storage Igloo 17AF0011B Kadena Air Base-Okinawa, Japan

W912HV-20-B-0005 PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 10 GENERAL CONTRACT REQUIREMENTS

01 11 00.00 10-A ACCEPTABLE ALTERNATIVE JAPANESE STANDARDS LIST

01 11 00.00 10-B ENTRY AUTHORIZATION LISTING REQUEST POLICY

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 33 00-A ENG FORM 4025-R

01 33 00-B SUBMITTAL REGISTER

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 26-A USACE ACCIDENT PREVENTION PLAN CHECKLIST

01 35 26-B UXO EMERGENCY MITIGATION MEMO (KADENA AB)

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 45 35-A STATEMENT OF SPECIAL INSPECTIONS

01 45 35-B SCHEDULE OF SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 50 00-A PROJECT SIGN

01 50 00-B TEMPORARY TOILET FACILITY

01 57 19.01 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01-A HAZARDOUS MATERIALS REPORT

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 00-A DRAFT DD 1354

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 -- EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 13.00 10 ASBESTOS ABATEMENT

02 82 13.00 30 ASBESTOS ABATEMENT/ENGINEERING CONTROL OF ASBESTOS CONTAINING

MATERIALS

02 83 13.00 20 LEAD IN CONSTRUCTION

02 83 19.13 30 ABATEMENT OF LEAD-BASED PAINT

DIVISION 03 -- CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

03 45 33 PRECAST STRUCTURAL CONCRETE

DIVISION 26 - ELECTRICAL

26 05 19.10 10 INSULATED WIRE AND CABLE

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 31 -- EARTHWORK

31 10 00 CLEARING FOR CIVIL WORKS

31 23 00.00 20 EXCAVATION AND FILL

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 -- EXTERIOR IMPROVEMENTS

http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-31-10-00 http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-31-23-00-00-20 http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-31-32-11

FY16 PAYZ16000B Munitions Storage Igloo 17AF0011B Kadena Air Base-Okinawa, Japan

W912HV-20-B-0005 PROJECT TABLE OF CONTENTS Page 2

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

32 11 20 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 13 14.13 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY PAVEMENTS

32 92 19 SEEDING

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 05 16 CONCRETE POLES

33 40 00 STORM DRAINAGE UTILITIES

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-32-01-19 http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-32-11-16 http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-32-12-13 http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-32-13-11 http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-32-92-19 http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-32-92-23 http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-33-05-16 http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-33-40-00 http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-33-71-01 http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-33-71-02

FY20 PAYZ16000B Munitions Storage Igloo 17AF0011B

SECTION 01 11 00.00 10

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITIONS

The word "Government" shall be read as "United States Government" whenever the word "Government" appears in this Contract, unless otherwise stated.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only . Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Initial Site Conditions Photos Key Personnel Qualifications; G

SD-07 Certificates

Monthly Progress Photos;

SD-11 Closeout Submittals

1.4 ACCEPTABLE ALTERNATIVES JAPANESE STANDARDS

Where indicated in the individual technical specifications REFERENCES paragraph, acceptable Japanese Standards are listed which are considered acceptable alternatives to the US standards within the Contract Specifications. Note the majority of specifications do not have any listed Japanese Standards. Incorporation of acceptable Japanese construction methods, materials, and equipment that are otherwise authorized by the contract, is desired to ensure that the project is constructible and the

W912HV-20-B-0005 SECTION 01 11 00.00 10 Page 1 facility can be maintained with local materials and supplies.

Additionally, the Contractor is encouraged to submit Japanese standards that are not referenced in these specifications to the Contracting Officer for consideration as acceptable alternatives after award using the variation request process set forth in Section 01 33 00 SUBMITTAL PROCEDURES. Prior to the use of such proposed additional alternative Japanese standards, written approval by the Contracting Officer is required.

1.5 MANDATORY U.S. TESTED PRODUCTS

The following items shall meet U.S. testing methods (e.g. UL listed, FM approved, ASTM, etc.) and shall be labeled as required. These items shall not be substituted with Japanese testing methods (e.g. JIS, JASS, etc.) for certification:

a. Fire suppression systems, including valves, alarm valves, sprinklers (pipes and fittings of Japanese manufacturer may meet the function requirements). Fire suppression systems includes wet chemical, dry chemical, mist, deluge, pre-acion, foam, and clean agent, in addition to standard sprinkler systems.

b. Fire pumps, including motors, controllers, drives, and valves.

c. Fire alarm and mass notification systems, including panels, initiating devices, notification appliances, smoke alarms (conductors and conduits of Japanese manufacturer may meet the functional requirements).

d. Engineering technician requirements for development of fire suppression systems and alarm system shop drawings, calculations, and material submittals.

e. Fire doors, smoke doors, and frames.

f. Fire dampers and smoke dampers.

g. Interior finishes with flame spread and smoke development ratings required for installation of rated assemblies.

h. Insulation with flame spread and smoke development ratings.

i. Fire proofing and fire stopping materials.

j. Plenum rated cables.

k. Domestic water supply piping and fixtures (NSF stamped and/or labeled)

1.6 KEY PERSONNEL QUALIFICATIONS

The Contractor's Project Key personnel shall not be assigned duties to any other Contracts (excluding the project manager) without approval from the Contracting Officer. Within five (5) working days after receipt of the Notice to Proceed, the Contractor shall submit in writing to the Contracting Officer an organizational chart, the qualifications and background history of the proposed Key Personnel for approval. The Contracting Officer shall have the explicit right to determine acceptability (or rejection) of the proposed individuals. In addition, the Contractor shall be responsible to replace said individuals upon notification by the Government should performance become inadequate during

W912HV-20-B-0005 SECTION 01 11 00.00 10 Page 2 the Contract period. Key Personnel shall attend the Preconstruction conference.

1.6.1 Project Manager

The Project Manager shall have a minimum of two (2) years experience as a Project Manager on construction projects similar in size and scope to this Contract. The Project Manager shall maintain oversight of Contract proposals prepared by the Contractor staff and be authorized to negotiate Contract terms and sign Contract documents on behalf of the Contractor.

The project manager does not need to be present on the site daily, but shall attend weekly progress meetings and be available on site within 24 hours upon request.

1.6.2 Project Superintendent (Supervisor)

The Project Superintendent shall be on the work site when on-site work is being performed and shall be available to the Contracting Officer or his representatives upon request. The Project Superintendent shall have overall responsibility for all operations at the job site and be authorized to make decisions, negotiate Contract terms and sign Contract documents on behalf of the Contractor. The Project Superintendent shall have a minimum of three (3) years experience as a superintendent on construction projects similar in size and scope to this Contract.

1.6.3 English Speaking Representative (Interpreter)

At all times during the Contract period the Contractor shall have an employee capable of fluent bilingual speech in the Japanese and English languages at the job site. The bilingual interpreter shall have the capability to receive and issue concise and technical explanation and instructions between the Government representative(s) and Contractor supervisory personnel concerning all aspects of Contract administration and construction. Within fifteen (15) days after notice of Contract award, the Contractor shall submit in writing to the Contracting Officer's Representative the qualifications and background history of the proposed interpreter for approval. The Contracting Officer's Representative shall have the explicit right to determine acceptability or rejection of the proposed individual. In addition, the Contractor shall be responsible to replace said individual upon notification by the Government should performance become inadequate during the Contract period. The interpreter shall attend the preconstruction conference.

1.6.4 Contractor Quality Control

1.6.4.1 Contractor Quality Control System Manager (CQCSM)

The CQC System Manager is required to be a graduate of an accredited college with an engineering, architecture, or construction management degree, with a minimum of 3 years construction experience on construction of similar size and scope to this Contract. Refer to Section 01 45 00.00 10 QUALITY CONTROL, Paragraph "CQC System Manager" for additional requirements.

1.6.4.2 Contractor Quality Control Personnel

The following Contractor Quality Control (CQC) Personnel are required:

Civil, Structural, and Concrete, Pavements, and Soils.

See Section 01 45 00.00 10 QUALITY CONTROL for qualification requirements

W912HV-20-B-0005 SECTION 01 11 00.00 10 Page 3 for CQC personnel. These individuals or specialized technical companies may be employed by the prime contractor or a subcontractor on this project.

These individuals can perform other duties but need to be allowed sufficient time to perform the specialized personnel's assigned quality control duties as described in the Quality Control Plan. A single person can cover more than one area provided that the single person is qualified to perform quality control activities in each designated and that workload allows.

1.6.5 Site Safety and Health Officer (SSHO)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.7 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This paragraph specifies the procedure for determination of time extensions for unusually severe weather in accordance with the Contract clause entitled "DEFAULT (FIXED-PRICE CONSTRUCTION)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the Contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

b. The listing below defines the monthly anticipated adverse weather days for the Contract period and is based upon 20th Weather Squadron (MAC), U.S. Air Force; Iwakuni U.S. Marine Corps Air Station, Weather Service;

Sasebo Naval Pacific Meteorology and Oceanography Detachment; JASDF (Japan Air Self Defense Force), or similar data for the geographic location of the project. (More specific information may be obtained as specified under Special Contract Requirements Clause entitled "Physical Data.")

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

WORK DAYS BASED ON (5) DAY WORK WEEK

Misawa-area Kanto Plain Iwakuni Okinawa Sasebo Osaka

JAN 8 1 2 5 7 4

FEB 9 3 4 7 6 4

MAR 6 6 7 8 7 5

APR 3 6 6 6 7 4

MAY 4 4 6 6 6 4

JUN 5 9 8 6 12 5

JUL 6 6 6 6 9 4

AUG 6 6 5 9 9 3

SEP 6 7 6 7 9 4

OCT 4 5 4 4 8 4

NOV 6 4 4 4 5 3

DEC 7 1 3 5 5 3

The above schedule of anticipated adverse weather days shall constitute the base line for monthly (or portion thereof) weather time evaluations.

W912HV-20-B-0005 SECTION 01 11 00.00 10 Page 4

c. Upon acknowledgment of the Notice-to-Proceed (NTP) and continuing throughout the Contract, the Contractor shall record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

d. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b), above, the Contracting Officer shall convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract clause entitled "DEFAULT

(FIXED PRICE CONSTRUCTION)".

e. For all work under this Contract, adverse weather is defined as:

(1) Rainfall - Number of occurrences of precipitation greater than or equal to 0.10 inches (2.54mm).

(2) Snowfall - Number of occurrences of precipitation greater than or equal to 1.00 inches (25.4mm). (Not applicable to Okinawa Area)

(3) Cold Temperature - Number of occurrences when daily maximum temperature does not exceed the monthly mean low temperature or 32 degrees Fahrenheit (0 degrees Celsius), whichever is lower. (Not applicable to Okinawa Area)

(4) Concurrence between snowfall and cold temperature is 80 percent, i.e. 80 percent of the time snow falls, the temperature is "cold".

(5) Wind - Number of occurrences when the wind is gusting 30 knots (56 kilometers/hour) or greater.

f. The Contractor's schedule must reflect the above anticipated adverse weather delays on all weather-dependent activities.

1.8 PERMITS AND RESPONSIBILITIES

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any laws, codes, and regulations (including the requirements of material, prefectural, and local Government of Japan, and associated military installation) applicable to the performance of work. The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor's fault or negligence. These damages shall be repaired or replaced by the Contractor at no cost to the Government. The Contractor shall take proper safety and health precautions to protect all work and workers.

Submit a schedule of planned road closures to the Contracting Officer with the initial project schedule. Notification of specific road closures shall be in writing to the Contracting Officer not less than thirty (30) calendar days in advance of the intended closure. The road closure request shall include the planned traffic control measures as well as the general

W912HV-20-B-0005 SECTION 01 11 00.00 10 Page 5 information about the closure. All road closures shall be coordinated with base officials and are subject to base requirements. No road closure shall be permitted until the Contractor receives written approval from the Contracting Officer. Full road closures is generally not permitted (at least one way traffic shall always be provided).

1.9 SPECIAL CONTRACT REQUIREMENTS

1.9.1 Meetings

a. Post Award Orientation. A post award orientation (often referred to as a Preconstruction Conference) per FAR 42.503 shall be held. The chairperson shall be the Contracting Officer or his/her designee. The chairperson shall be responsible for providing minutes of the meeting.

b. Weekly Progress Meetings. A weekly progress meeting shall be conducted, with the day, time, and location to be determined at the Preconstruction Conference. The Contractor's Project Manager, Superintendent, Interpreter, and Quality Control Manager shall attend.

Representatives from the Government may include, but are not limited to, Director of Public Works/Facilities Engineering personnel, Project's Resident Office personnel, and Project Manager. The Contractor shall be prepared to discuss work completed during the previous week, work currently in progress, and work forecasted for the following week, as well as the status of any construction issues and open action items. Provide the meeting agenda for review 24 hours prior to the meeting, take notes during the meeting, and provide electronic copies of the meeting minutes in English within 24 hours of the progress meeting for review.

c. Red Zone Meeting. A Red Zone meeting shall be conducted for Contracts with a value in excess of 55,000,000 JPY or those deemed sufficiently complex by the Contracting Officer to warrant one. The purpose of the Red Zone meeting is to discuss closeout requirements for the contract and to establish a timeline to get those items completed (see Section 01 78 00 CLOSEOUT SUBMITTALS for typical closeout requirements). The meeting is a good time for the Contractor to gain approval on format for items such as Operations and Maintenance manuals, the equipment-in-place list, the warranty plan, and any other items. The Initital Red Zone is typically scheduled when project reached 75 percent completion milestone. Provide the meeting agenda for review 24 hours prior to the meeting, take notes during the meeting, and provide electronic copies of the meeting minutes in English within 24 hours of the Red Zone meeting.

d. Safety and Quality Control Meetings. Safety and quality control meetings shall be held as needed and determined by the Contractor. See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and Section 01 45 00.00 10 USACE QUALITY CONTROL for specific requirements.

e. Construction Waste Management Meetings. See Section 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT for requirements.

1.10 PROGRESS AND COMPLETION PHOTOGRAPHS

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600 by 1200 by 24 bit true color 300 DPI minimum resolution in JPEG file format showing the sequence and progress of

W912HV-20-B-0005 SECTION 01 11 00.00 10 Page 6 work. Take a minimum of 10 digital photographs each week throughout the entire project. Submit the Initial Site Conditions Photos, and Monthly Progress Photos. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.11 BASE REGULATIONS

The Contractor and Subcontractor(s) shall become familiar with and obey all base regulations, including fire, traffic, safety, and security regulations. All Contractors shall keep within the limits of the work (and avenues of ingress and egress), and shall not enter any restricted areas unless required to do so and are cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.11.1 Request for Contractor's Employee Passes and Vehicle Passes

No employee or representative of the Contractor shall be admitted to the work site without a Contracting Officer's furnished authorized admittance.

Prior to the start of on-site work, submit applications for base passes to the Contracting Officer for key employees (project manager, site supervisor, interpreter, etc.) for long term DBIDS passes. Attachment 01 11

00.00 10-B provides the Entry Authority Listing (EAL) Request Policy for accessing the project site. The Contractor, with assistance from the Resident Office, is responsible for securing sufficient passes for other workers, including subcontractor's employees and vehicles, required to access the base for the project duration. Additional personnel data shall also be furnished.

Provide all information required for background checks to meet base access requirements to be accomplished by Base Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. The Government reserves the right to make changes to the Contractor security requirements or processes due to a change in the Force Protection Condition (FPCON).

Upon completion of this Contract, return all employee and vehicle passes to the base, and obtain a certification of receipt. Final payment shall be withheld until all passes have been returned.

1.11.2 No Smoking Policy

Smoking is prohibited on installations except in designated smoking areas. This applies to existing buildings, buildings under construction, and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer shall identify designated smoking areas.

1.11.3 Munitions and Explosives of Concern (MEC)

Munitions and Explosives of Concern (MEC): Unexploded Ordnance (UXO), Material Presenting a Potential Explosive Hazard (MPPEH), Chemical Agents (CA), or Discarded Military Munitions (DMM) on jobsites shall be treated as extremely dangerous and must be reported immediately. Follow the 3Rs:

RECOGNIZE, RETREAT, and REPORT. In the event MEC are discovered or

W912HV-20-B-0005 SECTION 01 11 00.00 10 Page 7 uncovered, immediately stop work in that area and immediately inform the Contracting Officer's Representative. Contractor shall provide dispatch and Contracting Officer's Representative with specific location of the item. Contractor personnel shall stop work in the immediate vicinity of the discovery and maintain a minimum distance of 300 meters from the item.

Contractor shall maintain flexibility in redirecting personnel and work effort in the event that items possessing an explosive hazard are discovered and construction personnel are excluded from areas during the destruction/removal process.

1.11.4 Unexploded Ordnance (UXO) Procedures on Kadena Air Base

Kadena Air Base 718 CES/CEN assesses the area as UXO unlikely with a low probability of uncovering UXO's on the site. However, since there is always a possibility of encountering UXOs anywhere on Okinawa, albeit unlikely at this location, excavations and other construction activities related earth work on the project site, require a measure of caution. The Ground Penetrating Radar (GPR) survey specified in 01 35 26 paragraph "Utilities Within and Under Concrete, Bituminous Asphalt, and Other Impervious Surfaces" for the identification of underground utilities will identify anomalies. Best practices of conducting GPR surveys are to repeat them in areas greater than the used method's level of detection (LOD), down to a depth of 2 meters, to ensure no utility lines or other suspicious objects are present. If suspected UXOs are identified, the construction team needs to follow the standard UXO notification procedures per the Kadena policies identified in attachment 01 11 00.00 10-B "UXO Emergency Mitigation Steps and Survey Policies."

1.12 ORDER OF WORK

1.12.1 Schedule

Schedule all work to cause the least amount of interference with activity operations. Permission to interrupt any activity, roads, or utility services shall be requested in writing a minimum of 45 calendar days prior to the desired date of interruption. Interruptions of activities, roads, and utility services shall be allowed only when they will not cause interference with the operations of the activity. The Contractor shall remove and dispose off Government property all Contractor generated debris at the end of each shift, or more frequently if required, to keep the space usable. Upon award of this Contract, the Contractor shall begin and complete all required work; ready for use and including cleanup, within the time period specified on this Contract. All work scheduled in occupied areas shall be accomplished in such a manner as to cause the least possible inconvenience to the occupants.

1.12.2 Working Hours

Normal Working Hours and Days are Monday through Saturday, 0800 hours through 1700 hours.

1.12.3 Noise and Vibration

Noise greater than 70 decibels and vibration producing work in occupied buildings shall be conducted outside core school/business hours (0700 - 1430) unless written permission is given by the Contracting Officer.

W912HV-20-B-0005 SECTION 01 11 00.00 10 Page 8

1.12.4 Work Outside of Regular Hours

If the Contractor desires to carry on work outside the regular hours, on Sundays, or holidays, a written application shall be submitted to the Contracting Officer or his representative for approval. The Contractor shall allow three working days notice to enable satisfactory arrangements to be made by the Government for inspecting the work in progress. If work is to be accomplished after daylight hours, the Contractor shall illuminate the area in a manner approved by the Contracting Officer or their representative and in accordance with EM 385-1-1 . Unless directed by a Contracting Officer, work accomplished outside regular working hours shall be at no additional cost to the Government.

1.13 FIRE PREVENTION DURING CONSTRUCTION

1.13.1 General

Comply with all pertinent fire prevention provisions of the US Army Corps of Engineers Manual EM 385-1-1 , NFPA 241 and shall follow the Installation fire regulations. Prior to commencement of welding or other hot work operations, obtain approval from the Installation Fire Chief.

1.13.2 Supply

No more than one day's supply of paint, paint materials, or compounds shall be allowed within the area of the building, and shall be removed from the job site after each working day. No gasoline or similar low flash point flammable liquid shall be allowed within the building area. After proper coordination with the Facility's Emergency Services (to confirm the maximum allowable quantities and location of storage), storage of additional product may be authorized.

1.13.3 Fire Extinguishers

Provide, as a minimum, the number, size, and type of fire extinguishers in accordance with the latest NFPA 10 . The Contractor shall comply with the Installation Fire Chief's policies if they are more stringent than NFPA 10 .

Fire extinguishers shall remain the property of the Contractor and shall be removed upon completion of the project.

1.13.4 Housekeeping

Accumulations of combustible material shall be removed from the building area on a daily basis.

1.13.5 Handling of Gasoline

Gasoline shall be stored in industry standard approved safety containers.

Adequate ventilation shall be provided to safely dispose of flammable vapors where flammable liquids are utilized. Gasoline powered equipment shall be refueled a minimum 6 meters away from the building area.

1.13.6 Notification of Fire

Be familiar with methods for notifying the Installation Fire Department.

The Installation's fire poster shall be posted in conspicuous locations and at telephones in construction shacks.

W912HV-20-B-0005 SECTION 01 11 00.00 10 Page 9

1.14 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

The Contractor shall furnish all materials necessary for performance of the work of this contract unless otherwise specified. Materials procured shall be new and shall meet any specifications and standards listed in these specifications. If no specification for a material needed to perform this contract are stated, the material shall be new, of acceptable industrial grade and quality, equal to or better than the manufacturer's original equipment for equipment being repaired or replaced, and will be compatible with existing materials and systems. All materials provided under this contract shall be free of asbestos, lead in paint, and PCB. The Contracting Officer reserves the right to request submittal of any material being provided under this contract. The Contracting Officer shall make the final determination of the acceptability of any material used on this contract.

1.15 CORRESPONDENCE

All correspondence addressed to the Government shall be made through serialized letters furnished with one original and two copies. Serialized letters shall begin with the number S-0001 and shall be continuous without a break in numbering. Serialized letters shall include the contract title and number, date, subject, and shall be signed by an authorized representative of the Contractor.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

W912HV-20-B-0005 SECTION 01 11 00.00 10 Page 10

Section Section Title/Material Description US Standard Acceptable Alternative

Japanese Standard

Year JIS published

(revised)

Japanese Standard Title in English

03 20 00.00 10 Concrete Reinforcement

Welded Wire Fabric ASTM A1064/A1064M JIS G 3551 1960, (R)2005 Welded steel wire and bar fabrics

Reinforcing Steel ASTM A615 JIS G 3112 SD295A (D16 &

Less)

1964, (R)2010 Steel bars for concrete reinforcement, SD295A (D16 & Less)

Reinforcing Steel ASTM A615 JIS G 3112 SD345 (D19 &

Larger)

1964, (R)2010 Steel bars for concrete reinforcement, SD345 (D19 & Larger)

03 30 00.00 10 Cast‐In‐Place Concrete

Chemical Admixtures for Use in

Producing Flowing Concrete

ASTM C1017/C1017M JIS A 6204 1982, (R)2011 Chemical admixtures for concrete

Test Method for Potential Alkali

Reactivity of Aggregates

ASTM C1260 JIS A 1146 2001, (R)2007 Method of test for alkali‐silica reactivity of aggregates by mortar‐bar method

Test Method for Sieve Analysis of

Fine and Coarse Aggregates

ASTM C136 JIS A 1102 1950, (R)2014 Method of test for sieve analysis of aggregates

Test Method for Slump of Hydraulic‐

Cement Concrete

ASTM C143/C143M JIS A 1101 1950, (R)2014 Method of test for slump of concrete

Portland Cement ASTM C150 JIS R 5210 1950, (R)2009 Portland cement

Practice for Sampling Freshly Mixed

Concrete

ASTM C172/C172M JIS A 1115 1951, (R)2014 Method of sampling fresh concrete

Practice for Making and

Curing Concrete Test Specimens

ASTM C192/C192M JIS A 1132 1963, (R)2014 Method of making and curing concrete specimens

Test Method for Air Content of

Freshly Mixed Concrete by the

Pressure Method

ASTM C231/C231M JIS A 1128 1960, (R)2014 Method of test for air content of fresh concrete by pressure method

Practice for Making and Curing

Concrete Test Specimens in the Field

ASTM C31/C31M JIS A 1132 1963, (R)2014 Method of making and curing concrete specimens

Test Method for Compressive

Strength of Cylindrical Concrete

Specimens

ASTM C39/C39M JIS A 1108 1950, (R)2006 Method of test for compressive strength of concrete

Chemical Admixtures for Concrete ASTM C494/C494M JIS A 6204 1982, (R)2011 Chemical admixtures for concrete

Cellular Glass Thermal Insulation ASTM C552 JIS A 9521 1979, (R)2014 Thermal insulation materials for buildings

Rigid, Cellular Polystyrene Thermal

Insulation

ASTM C578 JIS A 9521 1979, (R)2014 Thermal insulation materials for buildings

Unfaced Preformed Rigid Cellular

Polyisocyanurate Thermal Insulation

ASTM C591 JIS A 9521 1979, (R)2014 Thermal insulation materials for buildings

Fly ash for use in concrete ASTM C618 JIS A 6201 1958, (R)2015 Fly ash for use in concrete

Portland pozzolan cement ASTM C618 JIS R 5212 1950, (R)2009 Portland pozzolan cement

Test Method for Flexural Strength of

Concrete

ASTM C78/C78M JIS A 1106 1950, (R)2006 Method of test for flexural strength of concrete

Ready Mix Concrete ASTM C94 JIS A 5308 1953, (R)2014 Ready‐mixed concrete

Slag Aggregate for Concrete ASTM C989 JIS A 5011 Part 1 Blast furnace slag aggregate:

1997, (R)2013

Part 2 Ferronickel slag aggregate:

1997, (R)2016

Part 3 Copper slag aggregate): 1997, (R)2016

Part 4 Electric arc furnace oxidizing slag aggregate:

2003, (R)2013

Slag aggregate for concrete

Concrete Aggregates ASTM C33 JIS A 5005 1961, (R)2009 Crushed stone and manufactured sand for concrete

Air‐Entrained Admixture for

Concretre

ASTM C260 JIS A 6204 1982, (R)2011 Chemical admixtures for concrete

Test Methods for Water Vapor

Transmission of Materials

ASTM E96/E96M JIS A 9511 1958, (R)2009 Preformed cellular plastics thermal insulation materials

03 30 53 Miscellaneous Cast‐In‐Place

Concrete

Slag Aggregate for Concrete ASTM C989 JIS A 5011 Part 1 Blast furnace slag aggregate:

1997, (R)2013

Part 2:Ferronickel slag aggregate:

1997, (R)2016

Part 3 Copper slag aggregate: 1997, (R)2016

Part 4 Electric arc furnace oxidizing slag aggregate:

2003, (R)2013

Slag aggregate for concrete

Portland Cement ASTM C150 JIS R 5210 1950, (R)2009 Portland cement

Ready Mix Concrete ASTM C94 JIS A 5308 1953, (R)2014 Ready‐mixed concrete

Steel Bars for Concrete ASTM A615/A615M JIS G 3112 1964, (R)2010 Steel bars for concrete reinforcement

Last updated 3/28/2017 Section 01 11 00.00 10-A Page 1

01 11 00.00 10-A ACCEPTABLE ALTERNATIVE JAPNAESE STANDARDS (AAJS)

Year JIS published

(revised)

Japanese Standard Title in English

Welded Wire Fabric ASTM A185 JIS G 3551 1960, (R)2005 Welded steel wire and bar fabrics

Concrete Aggregates ASTM C33 JIS A 5005 1961, (R)2009 Crushed stone and manufactured sand for concrete

Air‐Entrained Admixture for

Concrete

ASTM C260 JIS A 6204 1982, (R)2011 Chemical admixtures for concrete

Polyethylene Sheet ASTM C171 JIS K 6781 1956, r 1994 Polyethylene films for agriculture

Test Method for Slump of Hydraulic‐

Cement

ASTM C143/C143M JIS A 1101 1950, (R)2014 Method of test for slump of concrete

Practice for Sampling Fresh

Concrete

ASTM C172 JIS A 1115 1951, (R)2014 Method of sampling fresh concrete

Test Method for Air Content by

Volume

ASTM C173/ C173M JIS A 1118 1952, (R)2017 Method of test for air content of fresh concrete by volumetric method

Test Method for Air Content by

Pressure Method

ASTM C231 JIS A 1128 1960, (R)2014 Method of test for air content of fresh concrete by pressure method

Practice for Making and Curing

Concrete Test Specimens in the Field

ASTM C31/C31M JIS A 1132 1963, (R)2014 Method of making and curing concrete specimens

Standard Test Method for

Compressive Strength of Cylindrical

Concrete Specimens

ASTM C39/C39M JIS A 1108 1950, (R)2006 Method of test for compressive strength of concrete

04 20 00 Unit Masonry

Concrete Blocks ASTM C90 JIS A 5406 1952, (R)2010 Concrete blocks for buildings

Bricks ASTM C62 JIS R 1250 1951, (R)2011 Common bricks and facing bricks

05 12 00 Structural Steel

Rolled Steel for General Structure ASTM A36/A36M JIS G 3101 1952, (R)2015 Rolled steels for general structure

Rolled Steel for Welded Structure ASTM A36/A36M JIS G 3106 1952, (R)2015 Rolled steels for welded structure

Hot Rolled Atmospheric Corrosion

Resisting Steel for Welded Structure

ASTM A36/A36M JIS G 3114 1968, (R)2016 Hot‐rolled atmospheric corrosion resisting steels for welded structure

Rolled Steel for Building Structure ASTM A36/A36M JIS G 3136 1994, (R)2012 Rolled steels for building structure

Rolled Bars for Building Structure ASTM A6/A6M JIS G 3138 1996, (R)2005 Rolled steel bars for building structure

Light Gage Steel for General

Structure

ASTM C955 JIS G 3350 1957, (R)2009 Light gauge steel sections for general structure

Carbon Steel Tubes for General

Structural

ASTM A500 JIS G 3444 1961, (R)2016 Carbon steel tubes for general structure

Carbon Steel Square Pipes for

General

ASTM A53 JIS G 3466 1966, (R)2016 Carbon steel square and rectangular tubes for general structure

Bolts ASTM A307 JIS B 1180 1961, (R)2014 Hexagon head bolts and hexagon head screws

High‐Strength Bolts ASTM A325 JIS B 1186 1964, (R)2013 Sets of high strength hexagon bolt, hexagon nut and plain washers for friction grip joints

Washer ASTM F436 JIS B 1256 1959, (R)2008 Plain washers

05 52 00 Metal Railings

Bolts ASTM A307 JIS B 1180 1961, (R)2014 Hexagon head bolts and hexagon head screws

Carbon Steel Tubes for General

Structure

ASTM A500/A500M JIS G 3444 1961, (R)2016 Carbon steel tubes for general structure

Carbon Steel Square Pipes for

General Structure

ASTM A53/A53M JIS G 3466 1966, (R)2016 Carbon steel square and rectangular tubes for general structure

06 10 00 Rough Carpentry

Structural Plywood APA PS2 JAS No. 1637 (R)2016 Notification No. 1637 of the Ministry of Agriculture, Forestry and

Fisheries, Japanese Agricultural Standard Plywood

Plywood for Concrete Form APA PS1 JAS No. 1637 (R)2016 Notification No. 1637 of the Ministry of Agriculture, Forestry and

Fisheries, Japanese Agricultural Standard Plywood

Laminated Wood ANSI/AITC A190.1 JAS No. 1638 (R)2016 Notification No. 1638 of the Ministry of Agriculture, Forestry and

Fisheries, Japanese Agricultural Standard Laminated Wood

Structural Laminated Wood ANSI/AITC A190.1 JAS No. 1638 (R)2016 Notification No. 1638 of the Ministry of Agriculture, Forestry and

Fisheries, Japanese Agricultural Standard Laminated Wood

Softwood Finish Lumber ALSC PS 20 JAS No. 1920 (R)2013 Notification No. 1920 of the Ministry of Agriculture, Forestry and

Fisheries, Japanese Agricultural Standard Lumber

Softwood Seathing JAS No. 1085 Notification No. 1085 of the Ministry of Agriculture, Forestry and

Fisheries

Hardwood Lumber AHA A135.4 JAS No. 1920 (R)2013 Notification No. 1920 of the Ministry of Agriculture, Forestry and

Fisheries, Japanese Agricultural Standard Lumber

07 21 16 Mineral Fiber Blanket Insulation

Mineral Fiber Block and Board

Thermal Insulation

ASTM C612 JIS A 9504 1952, (R)2011 Man‐made mineral fibre thermal insulation materials

07 41 13 Metal Roof Panels

Last updated 3/28/2017 Section 01 11 00.00 10-A Page 2

Year JIS published

(revised)

Japanese Standard Title in English

Non‐Structural Metal Roofing ASTM A755/A755M JIS A6514 1977, (R)1995 Components for metal roof‐decks

07 61 14.00 20 Steel Standing Seam Roofing

Formed Japanese Metal Roofing ASTM A755/A755M JIS A6514 1977, (R)1995 Components for metal roof‐decks

08 11 16 Aluminum Doors and Frames

Carbon Structural Steel, Aluminum and Aluminum‐Alloy Sheet and Plate

(Metric)

ASTM A36/A36M,

B209M

JIS A4702, A4704, A4705 JIS A4702:

1957, (R)2015

JIS A4704:

1961, (R)2015

JIS A4705:

1963, (R)2015

Doorsets, Components of light‐weight rolling door for buildings, Components of rolling door for buildings

Aluminum and Aluminum‐Alloy

Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric), Standard Test

Method for Determining Rate of Air

Leakage Through Exterior Windows, Curtain Walls, and Doors Under

Specified Pressure Differences

Across the Specimen, Standard Test

Method for Water Penetration of

Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static

Air Pressure Difference

ASTM B221M, E283,

E331

JIS A4706, A4709, A4713 JIS A4706:

1966, (R)2015

JIS A4709:

1979, (R)2004

JIS A4713:

1981, (R)2004

Windows, Screens for windows, Residential sliding storm window panel

09 22 00 Supports for Plaster and Gympsum

Board

Nonstructural Steel Framing

Members

ASTM C645 JIS A 6517 1979, (R)2010 Steel furrings for wall and ceiling in buildings

09 29 00 Gypsum Board

Gypsum Board ASTM C1396/C1396M JIS A 6901 1951, (R)2014 Gypsum boards

09 30 10 Ceramic, Quarry, and Glass Tiling

Ceramic Tile ANSI A137.1 JIS A 5209 1957, (R)2014 Ceramic tiles

09 51 00 Acoustical Ceilings

Acoustical Ceiling ASTM E1264 JIS A 6301 1966, (R)2015 Sound absorbing materials

Metal Ceiling Suspension System ASTM C645 JIS A 6517 1979, (R)2010 Steel furrings for wall and ceiling in buildings

09 65 00 Resilient Flooring

Resilient (Vinyl Composition Floor

Tile)

ASTM F1066 JIS A 5705 1966, (R)2016 Polyvinyl chloride floorcoverings

09 90 00 Paints and Coatings

Anti Rust Paint MPI 101, MPI 107, MPI

JIS K5621, JASS 18 M‐109 JIS K5621:

1952, (R)2008

JASS 18:

1959, (R)2013

Anticorrosive paints for general use, Japan Architectural Standard

Specification 18 M‐109

EP ‐ Exterior Latex, Semi‐Gloss, MPI

Gloss Level 5

MPI 11 JIS K 5663 1956, (R)2008 Synthetic resin emulsion paint & sealer

SOP ‐ Interior Latex, Semi‐Gloss, MPI

Gloss Level 5

MPI 54 JIS K 5516 1965, (R)2014 Ready mixed paints (Synthetic resin type)

OS ‐ Interior Oil Modified Urethane

Clear Satin

MPI 57 JASS 18 Paragraph 5.9, JIS

K5421

JASS 18:

1952, (R)2013

JIS K5421:

1951, (R)2000

Japan Architectural Standard Specification 18 Paragraph 5.9, Boiled oil and boiled linseed oil

NAD ‐ Interior Alkyd, Semi‐Gloss, MPI Gloss Level 5

MPI 47 JIS K5516 1965, (R)2014 Ready mixed paints (Synthetic resin type)

VP ‐ Interior Latex, Semi‐Gloss, MPI

Gloss Level 5

MPI 54 JIS K 5670 2003, (R)2008 Non aqueous dispersion acrylic paint

10 28 13 Toilet Accessories

Mirrors ASTM C1036 JIS R 3220 1986, (R)2011 Glass in building ‐‐ Silvered, flat‐glass mirror

21 13 13.00 10 Wet Pipe Sprinkler System, Fire

Protection

Steel Pipe Black ASTM A53/A53M JIS G 3452/JIS G 3454 JIS G3452:

1962, (R)2016

JIS G3454:

1962, (R)2012

Carbon steel pipes for ordinary piping/Carbon steel tubes for pressure service

Malleable Iron Threaded Fittings ASME B16.3 JIS B 2301 1950, (R)2013 Screwed type malleable cast iron pipe fittings

Steel Buttwelding Fittings ASME B16.9 JIS B 2311 1982, (R)2015 Steel butt‐welding pipe fittings for ordinary use

22 00 00 Plumbing, General Purpose

Section 01 11 00.00 10-A Page 3

Year JIS published

(revised)

Japanese Standard Title in English

Pipe, Steel, Black and Hot‐Dipped, Zinc‐Coated, Welded and Seamless

ASTM A53/A53M, Sch 40 JIS G 3452/JIS G 3454/JIS B

JIS G3452:

1962, (R)2016

JIS G3454:

1962, (R)2012

JIS B2301:

1950, (R)2013

Carbon steel pipes for ordinary piping/Carbon steel tubes for pressure service/Screwed type malleable cast iron pipe fittings

Valves, Cast Iron MSS SP‐70 JIS B 2031 1958, (R)2015 Gray cast iron valves

Cast Iron Pipe and Fittings, Hub and

Spigot

ASTM A74 JIS G 5525 1959, (R)2000 Cast‐iron drainage pipes and fittings

Cast Iron Pipe and Fittings, Hubless CISPI 301/ASTM A888 JIS G 5525 1959, (R)2000 Cast‐iron drainage pipes and fittings

Steel Pipe, Galvanized ASTM A53/A53M JIS G 3452/JIS G 3454/JIS B

JIS G3452:

1962, (R)2016

JIS G3454:

1962, (R)2012

JIS B2301:

1950, (R)2013

Carbon steel pipes for ordinary piping/Carbon steel tubes for pressure service/Screwed type malleable cast iron pipe fittings

Copper Pipe, Seamless ASTM B42 JIS H 3300/JIS H 3401 JIS H3300:

1977, (R)2012

JIS H3401:

1979, (R)2001

Copper and copper alloy seamless pipes and tubes/Pipe fittings of copper and copper alloys

Poly(Vinyl Chloride) (PVC) Plastic

Drain, Waste, and Vent Pipe and

Fittings

ASTM D2665 JIS K 6739/JIS K 6741 JIS K6739:

1972, (R)2016

JIS K6741:

1954, (R)2016

Unplasticized poly (vinyl chloride) (PVC‐U) pipe fittings for drain/Unplasticized poly (vinyl chloride) (PVC‐U) pipes

Coextruded Poly (Vinyl Chloride)

(PVC) Plastic Pipe with a Cellular

Core

ASTM F891 JIS K 6739/JIS K 6741 JIS K6739

1972, (R)2016

JIS K6741:

1954, (R)2016

Unplasticized poly (vinyl chloride) (PVC‐U) pipe fittings for drain/Unplasticized poly (vinyl chloride) (PVC‐U) pipes

Coextruded Poly(Vinyl Chloride)

(PVC) Non‐Pressure Plastic Pipe

Having Reprocessed‐Recycled

Content

ASTM F1760 JIS K 6739/JIS K 6741 JIS K6739:

1972, (R)2016

JIS K6741:

1954, (R)2016

Unplasticized poly (vinyl chloride) (PVC‐U) pipe fittings for drain/Unplasticized poly (vinyl chloride) (PVC‐U) pipes

23 00 00 Air Supply, Distribution, Ventilation, and Exhaust Systems

Duct, Galvanized Steel Sheet ASTM A653/A653M JIS G 3302 1951, (R)2012 Hot‐dip zinc‐coated steel sheet and strip

23 07 00 Thermal Insulation for Mechanical

Systems

Aluminum and Aluminum‐Alloy

Sheet and Plate

ASTM B209M JIS H 4000 1970, (R)2014 Aluminium and aluminium alloy sheets, strips and plates

Pipe Insulation, Mineral Fiber ASTM C547 JIS A 9504 1952, (R)2011 Man made mineral fibre thermal insulation materials

Duct Insulation, Mineral Fiber ASTM C553 JIS A 9504 1952, (R)2011 Man made mineral fibre thermal insulation materials

23 64 26 Chilled, Chilled‐Hot, and Condenser

Water Piping Systems

Steel Pipe, Black ASTM A53/A53M, Sch 40 JIS G 3452/JIS G 3454/JIS B

JIS G3452:

1962, (R)2016

JIS G3454:

1962, (R)2012

JIS B2301:

1950, (R)2013

Carbon steel pipes for ordinary piping/Carbon steel tubes for pressure service/Screwed type malleable cast iron pipe fittings

Copper Tubing ASTM B88M, Type M JIS H 3300 1977, (R)2012 Copper and copper alloy seamless pipes and tubes

Copper and Bronze Fittings ASME B16.22 JIS H 3300/JIS H 3401 JIS H3300:

1977, (R)2012

JIS H3401:

1979, (R)2001

Copper and copper alloy seamless pipes and tubes/Pipe fittings of copper and copper alloys

Bronze Gate, Globe, Angle and

Check Valves

MSS SP‐80 JIS B 2011 1951, (R)2013 Bronze, gate, globe, angle, and check valves

26 12.19 10 Three‐Phase Pad‐Mounted

Transformers

Pad mounted transformer station

3PH4W

ANSI C57.12.90 JIS C 4620 1968, (R)2004 Cubicle type high voltage power receiving units

26 20 00 Interior Distribution System

Electrical Nonmetallic tubing UL 1653 JIS C 8411 class PF 1987, (R)1999 Pliable plastics conduits, class PF

Panelboard UL 67 JIS C 8480 1967, (R)2016 Box‐type switchgear assemblies for low‐voltage distribution purpose

Fusible Disconnect Switch UL 98 JIS C 4606 1971, (R)2011 Indoor use disconnectors for 3.3 kV or 6.6 kV

Outlet boxes Non‐metallic UL 514C JIS C 8435 1960, (R)1999 Boxes and box covers of plastic conduits

Cast metal hub type boxes UL 514A JIS C 8340 1952, (R)1999 Boxes and box covers for rigid metal conduits

Bonding conductors, bare copper, solid, ATSM B1 JIS C 3101 1950, (R)1994 Hard‐drawn copper wires for electrical purposes

Bonding conductors, bare copper ATSM B8 JIS C 3105, class 1, general use

1953, (R)1994 Hard‐drawn copper stranded conductors, class 1, general use

600V Insulated wire, 60 degrees C UL 83 JIS C 3307 1951, (R)2000 600 V Polyvinyl cloride insulated wires

600V Insulated wire, 75 degrees C UL 44 JIS C 3317 1973, (R)2000 600V Grade heat‐resistant polyvinyl chloride insulated wires

Section 01 11 00.00 10-A Page 4

Year JIS published

(revised)

Japanese Standard Title in English

600V Insulated wire, 90 degrees C UL 44 JIS C 3317 1973, (R)2000 600V Grade heat‐resistant polyvinyl chloride insulated wires

EMT conduit UL 797 JIS C 8305, type E 1952, (R)1999 Rigid steel conduits, type E

Couplings UL 514B JIS C 8330 1953, (R)1999 Fittings for rigid metal conduits

Elbows UL 6 JIS C 8330 1953, (R)1999 Fittings for rigid metal conduits

Type EB & A rigid PVC & HDPE conduit

UL 651A, NEMA TC 6 JIS C 8430 ‐ increase burial depth to same as direct buried

1954, (R)1999 Unplasticized polyvinyl chloride (PVC‐U) conduits

Couplings UL 651 JIS C 8432 1960, (R)1999 Fittings of unplasticized polyvinyl chloride (PVC‐U) conduits

Electrical Nonmetallic tubing UL 1653 JIS C 8411 class PF 1987, (R)1999 Pliable plastics conduits, class PF

26 32 13.00 20 Single Operation Generator Sets

Generator with MCCB and control system

UL 2200 JIS/JEM/JEC/SBA/NEGA Japan Industrial Standards/Standards of the Japan Electrical

Manufacturers' Association/Japanese Electrotechnica Committee/

Standards of Battery Association /Nippon Engine Generator

Association

26 51 00 Interior Lighting

Switch/3‐way Switch UL 20 JIS C 8304 1950, (R)2009 Small switches for indoor use

27 10 00 Building Telecommunications

Cabling System

Telephone outlet RJ45 (8 position &

8 conductors for voice and data)

FCC CFR Part 68/TIA‐569 JISX5150 1996, (R)2016 Information technology‐Generic cabling for customer premises

Television outlet IEC 60169.24/TIA‐569 JIS C 5410/JISX5150 JIS C5410:

1970, (R)1991

JIS X5150:

1996, (R)2016

General rules of connectors for radio frequency coaxial cables /

Information technology‐Generic cabling for customer premises

28 31 64.00 10 Fire Detection and Alarm System

Metal Conduit UL 6 JIS C 8305 1952, (R)1999 Rigid steel conduits

31 00 00 Earthwork

Fine Aggregates ASTM C33 JIS A 5308 1953, (R)2014 Ready‐mixed concrete

Concrete Aggregates ASTM C33 JIS A 5005 1961, (R)2009 Crushed stone and manufactured sand for concrete

32 10 00 (Pervious) Bituminous Concrete

Pavement

Asphaltic Concrete Cement Binder ASTM D946 JIS K 2207 1956, (R)2006 Petroleum asphalts

32 11 23 Aggregate and/or Graded‐Crushed

Aggregate Base Course

Test Method for Sieve Analysis of

Fine and Coarse Aggregates

ASTM C136/C136M JIS A 1102 1950, (R)2014 Method of test for sieve analysis of aggregates

Test Method for Materials Finer than 75‐μm (No. 200) Sieve in

Mineral Aggregates by Washing

ASTM C117 JIS A 1103 1950, (R)2014 Method of test for amount of material passing test sieve 75 μm in aggregates

Liquid Limit, Plastic Limit, and

Plasticity Index of Soils

ASTM D4318 JIS A 1205 1950, (R)2009 Test method for liquid limit and plastic limit of soils

Test…