Atch_1a (Addendum No 1).pdf

Add #1 to A-19-106

ADDENDUM NO. 1 TO

CONTRACT SPECIFICATION

PROJECT NO. A-19-106

(JB-00013-7J)

REPAIR AIR CONDITIONING UNITS, BUILDING 103

AT

CAMP ZAMA

September 15, 2020

Approved by:

X Rodney D. Pickett Acting Cheif, Engineering Div.

1. This addendum requires to modify following specification sections in the original contract:

a. Modify following 1 paragraph from following section in the original contract specification.

SECTION 01 11 02 SUMMARY OF WORK, para 1.18.2 English speaking representative.

A19106ADD1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 02 SUMMARY OF WORK

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 02

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only. Unless otherwise indicate folllowing specification, contractor shall comply with CSP(construction security plan) which will be provided by the government.

Japanese laws, regulations, qualifications, publications or translations in this specification inapplicable to the domestic bidders or contractors are self-deleting.

Guide Specifications and Supervision by Ministry of Land, Infrastructure and Transport (MLIT)

MLIT OCM A Outline of Architectural Construction Management (Kenchiku Kouji Sekou Kanri Youkou)

MLIT OCM E Outline of Electrical Construction Management (Denki Setsubi Kouji Sekou Kanri Youkou)

MLIT OCM M Outline of Mechanical Construction Management (Kitai Setsubi Kouji Sekou Kanri Youkou Duct Kouji hen)

Intelligence Community Directive/Intelligence Community Standard.

(ICD/ICS)

ICD/ICS 705 (2017) Technical specifications for construction and management of sensitive Compartmented Information Facilities

JAPAN INDUSTRIAL STANDARDS (JIS)

JIS Z-7253 Hazard communication of chemicals based on GHS-Labeling and Safety Data Sheet(SDS)

1.2 SCOPE

The work covered by this specification consists of furnishing all supervision, labor, equipment, and materials necessary to perform all operations required to complete ready for use unless otherwise specified herein this specification.

1.3 SUBMITTALS

The following shall be submitted to the Contracting Officer for approval.

SD-01 Preconstruction Submittals

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Safety Plan Environmental Training Comprehensive Construction Plan;SSHO, project manager, site manager and CQC manage shall not select same person.(Do not double role). Site manager shall be assign this project only, however SSHO, project manager, site manager and CQC manager can assign other project.

Memorandum for Hazardous Material Usage Drawing Bindings and specification

SD-11 Closeout Submittals

As-Built Drawing; submit 1 hardcopy and 2 sets of CD/DVD.

Photographic Records Inspection Document; Submit at pre-final inspection.

1.4 PRINCIPAL FEATURES OF WORK

The following principal features are expressed in general terms and in no way shall limit the responsibility of the contractor in performing all work indicated or required to provide a complete and usable facility.

Architectural Work

a. Remove existing ceiling board, access panel and insulation.

b. Install ceiling consists of gypsum board, acoustic tile, access panel and insulation.

c. Install insulation under access floor between room 302 and 302A.

d. Repair existing mechanical foundation and install waterproof coating.

Mechanical Work

a. Remove existing air conditioning units.

b. Remove existing air conditioning systems ducting and piping.

c. Install new air conditioning units.

d. Install new ducting and piping for air conditioning and ventilation systems.

e. Remove and reinstall existing sprinkler heads and head covers.

f. Perform duct cleaning at designated area.

Electrical work

a. Remove existing conduit wiring for existing air conditioning units, fan, demineralizer and other accessories.

b. Install new conduit wiring for new air conditioning units, fan, demineralizer and other accessories.

c. Modify existing panel boards for air conditioning.

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d. Remove existing fire alarm system and conduit wiring.

e. Install new fire alarm devices and conduit wiring.

f. Modify existing fire alarm panel to connect new fire alarm devices.

g. Perform operational test for new fire alarm system and connection to existing sprinkler system, existing air conditioning system and existing exhaust fan system.

1.5 INSTALLATION/BASE PASS

The prime contractor shall be responsible for all passes issued to his own or his subcontractor's employees under this contract. The Contractor shall take the necessary steps to secure base passes required for personnel and vehicles to enter the installation facility to perform the work for the contract. The Contractor shall bear the expenses for all documents required on their behalf to procure military installation base passes. The contractor shall return all applicable passes upon termination of employment or completion of this contract to the Pass Section, and a certificate of receipt shall be obtained. Final payment will be withheld until the contractor has been relieved of all accountability and/or obtained the necessary pass clearance certificate for Government issued installation/base passes used in the performance of this contract.

The U.S. Government will issue all required Installation/Base Passes and Controlled Area Badges to contractor personnel at no cost to the Contractor. Vehicle insurance certificates are required to obtain Vehicle Passes and must cover the automobile liability insurance in the types and minimum amounts of (a) Bodily Injury - ¥30,000,000 per person per occurrence, in addition to the Japanese Compulsory Insurance (JCI), and (b) Property Damage - ¥3,000,000 per occurrence.

Contractor personnel are required to comply with U.S. Army Regulation 190-5,USARJ Supplement 1 to AR 190-5 for personnel passes requirements.

Contractors are also required to comply with U.S. Army Garrison Japan Regulation 190-13 for vehicle pass requirements, and all other necessary requirements by U.S Government. These regulations are available for the selected contractor's review upon personnel and/or vehicle pass issuance.

Other Country Nations (OCN): The Security Forces on each base control entry to the base. Under certain circumstances, the OCN might be denied entry. It is the Contractor's responsibility to coordinate with Security Forces at each base when there is a question about particular circumstances.

1.6 AVAILABILITY OF FACILITY

The facility will be made available to the contractor from 8:00 A.M. to 4:45 P.M., Monday through Friday, 5 days a week, excluding U.S. holidays but including Japanese legal holidays.

U.S. Holidays:

1st of January New Year's Day 3rd Monday of January Martin Luther King Jr. Birthday 3rd Monday of February Washington's Birthday Last Monday of May Memorial Day

SECTION 01 11 02 Page 3

4th of July Independence Day 1st Monday of September Labor Day 2nd Monday of October Columbus Day 11th of November Veterans Day 4th Thursday of November Thanksgiving Day 25th of December Christmas Day

Any construction work which requires shutdown of the air conditioning system shall be performed using one of intermediate seasons. The intermediate seasons begin from October to April. Coordinate with the Construction Inspector for details. Room 320 must keep less than 25 degrees C for server equipment during construction work.

However, in order to minimize inconvenience to the facility users, utility outages, if needed, may require work outside the normal working hours/days stated above. The contractor shall coordinate any outage through the Construction Inspector in advance, as specified in this specification.

1.7 UTILITIES

Water and electric utilities may be furnished by the U.S. Government at no cost to the contractor for each project only at construction site if available and approved by the Government.

Cross Connection: Contractor shall be responsible for preventing actual or potential cross connections between potable and non-potable water supply during the construction work. The contractor must notify the Construction Inspector for use, installation or maintenance of potable water service connection to ensure the following provision:

a. No water service connection will be installed / maintained to / at any premises where actual or potential cross connections to the potable water system may exist, unless such actual or potential cross connections are properly abated or controlled.

b. No connection will be installed or maintained whereby an auxiliary water supply may enter a public water system, unless such auxiliary water supply will have been approved by the Construction Inspector.

c. No water service connection will be installed / maintained to / at any premises in which the plumbing system, facilities and fixtures have not been constructed and installed using acceptable plumbing practices.

1.7.1 Utility Outage

The contractor shall submit a schedule of outage to the Construction Inspector and shall notify the Construction Inspector in writing no less than 21 days in advance of the proposed interruptions. Coordinate with the Construction Inspector when this requirement of 21 days cannot be met.

1.7.2 Fire Protection System Outage

Provide at least 21 calendar days advance notice of planned utility outages including fire systems. Coordinate with the Construction Inspector when this requirement of 21 days cannot be met. 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

SECTION 01 11 02 Page 4 disconnect or deactivate any base utility systems without advance Government Construction Inspector approval. Fire system disconnection and reactivation requires the coordination with Fire and Emergency Service Division through the Construction Inspector. No utility outages will be permitted until the contractor has submitted the request form and receives an approval of the Construction Inspector, and other applicable personnel.

1.8 TEMPORARY TELEPHONE

Upon request, the contractor may install in his field office a Government telephone (Class B) for his use, based on his normal submission of a work order to the area communication officer. All expenses generated from, or related to his use of such instrument will be borne by the contractor.

1.9 OCCUPANCY

The facilities/areas will be occupied. Project site is security building, some of rooms are locked in general. Contractor shall be required well coordinate between facility POC(including room key administrators) before make construction schedule. The contractor shall provide the construction plan and schedule to be coordinated with the Construction Inspector for all work to be performed.

1.10 REGULATIONS

1.10.1 Fire

The contractor shall comply with all pertinent requirements of the U.S.

Army and USAG-J Regulations 420-90, and ensure compliance by all subcontractors. All temporary wiring at the construction site shall be installed with ground fault protection.

1.10.2 Safety

The contractor shall not commence work at the job site until an Accident Prevention Plan and Job Hazard Analysis are submitted for review and approved by the Contracting Officer. The contractor is responsible for reviewing Section 1 of EM 385-1-1, the U.S. Army Corps of Engineers' Safety and Health Requirements manual. The contractor shall be responsible to submit the Accident Prevention Plan and Job Hazard Analysis. The Contractor shall obtain approval and signature from the Safety Office prior to submitting to the Contracting Officer.

1.10.3 Environmental

All work pertinent to environmental protection such as storm water, hazardous waste, solid waste and lead-based paint shall follow the requirements of Japan Environmental Governing Standards (JEGS) and Army Technical Manual 38-410.

1.10.4 Site Safety and Health Officer (SSHO)

Per EM 385-1-1 and Industrial Safety and Health Act(Roudou Anzen Eisei Hou) the contractor shall appoint an SSHO for this project. The contractor shall submit the copy of training certificate to the Contracting Officer for approval.

The SSHO shall have the following qualifications:

SECTION 01 11 02 Page 5

a. 30 hours OSHA construction safety class or equivalent within the last 5 years. Completion of the OSHA construction safety class or equivalent shall be submitted as part of the APP (Accident Prevention Plan) submittal.

b. Host Nation Safety Training will be considered to meet this training requirement. The Japan Construction Occupational Safety and Health Association (JCOSHA) provides the construction safety course "Kouji Shunin" or "Course for Construction Site Managers", which is an acceptable equivalent to the 30 hours OSHA Construction Safety Course.

1.10.5 Site Manager (Genba-kantoku)

Site manager shall be selected for every contract as a minimum. Site managers shall be licensed for appropriate discipline of architecture, mechanical, piping, electrical, civil, or landscape suitable for each contract; PE(Professional Engineer) with experience 5 years as a minimum.

The contractor shall submit the copy of licenses to the Contracting Officer for approval.

1.10.6 Project Manager(PM)

The PM shall have responsible for overall management and operation of the contract. Aslo The PM shall be authorized to make decisions, negotiate task order terms and sign contract documents on behalf of the Contractor.

The PM shall be selected for every contract as a minimum. The PM shall be licensed for appropriate discipline of architecture, mechanical, piping, electrical, civil, or landscape suitable for each contract; 1st Sekoukanri-gishi or equivalent as PE(Professional Engineer) and at least 5 years experience. The contractor shall submit the copy of licenses to the Contracting Officer for approval.

1.10.7 Construction Quality Control(CQC) Manager

The CQC Manager shall develop the CQC plan for specific task order. The CQC plan shall define the method of construction, procedures, system and activities which include tests and inspections to ensure the construction are execute in the most effective amnner with compliance to the contrat obligations. The CQC Manager an indivisual onsite work organization who shall be responsible for overall management of CQC and shall have the authority to act in all CQC matters for the Contractor.

The CQC manager shall be selected for every contract as a minimum. The CQC managers shall be licensed for appropriate discipline of architecture, mechanical, piping, electrical, civil, or landscape suitable for each contract; as PE(Professional Engineer) with at least 5 years experience.

The contractor shall submit the copy of licenses to the Contracting Officer for approval.

1.10.8 Engineer requirement

Engineer nationality shall be U.S. cleared nation in this project. Engineer must submit security information comply with government prepared construction security plan(CSP).

Interior work must perform only US contractor, whereas Japanese contractor can only perform exterior work.

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1.10.9 Security Information

For security reason, submit contractor worker information who work in security area. Information includes copy of social security number or valid passport ID or driver lisence and current home address(jyumin hyo). These collected information will use only this project and will not use any other project.

1.10.10 Construction Material Approval

ICD/ICS 705. All construction material which use in security area must be approved not only Contracting Officer but also security representative before install the designated area.

1.11 GUIDANCES AND REFERENCES

All Contractors shall have familiar with the latest following publications and shall have responsible for the project comply with following standards even if not indicated in drawings.

Public Building Master Guide Specifications for Architectural Work ( Kohkyou Kenchiku Kouji Hyoujyun Shiyou-sho Kenchiku Kouji hen)

Public Building Master Guide Specifications for Electrical Work ( Kohkyou Kenchiku Kouji Hyoujyun Shiyou-sho Denki Setsubi Kouji-hen)

Public Building Master Guide Specifications for Mechanical Work ( Kohkyou Kenchiku Kouji Hyoujyun Shiyou-sho (Kikai Setsubi Kouji hen)

Public Building Standard Detail Drawings for Architectural Work ( Kenchiku Kouji Hyoujyun Shousaizu)

Building Standard Detail Drawings for Electrical Work (Koukyou Kenchiku Setsubi Kouji Hyoujyunzu (Denki Setsubi Kouji hen)

Building Standard Detail Drawings for Mechanical Work (Koukyou Kenchiku Setsubi Kouji Hyoujyunzu (Kikai Setsubi hen)

Japanese Architectural Standard Specification(JASS) (Nihon Kenchiku Gakkai Kenchiku Kouji Hyoujyun Shiyousho)

1.12 DAMAGE TO FACILITIES

1.12.1 General

All damaged portions incurred due to replacement and installation work shall be repaired and restored to match the original condition by the contractor at no cost to the Government.

1.12.2 Utilities

In the event of the contractor-caused utility failure/disruption, the contractor will first make the area safe, then immediately contact the Construction Inspector and the Contracting Officer. The Construction Inspector is responsible for coordination with the Engineering Division, DPW. If the damaged utilities were previously known or shown to the contractor, and there was negligence on his part, the utilities will be repaired by the contractor in a timely manner at no cost to the Government.

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1.13 PLAN, SCHEDULE AND PERMITS

1.13.1 Comprehensive Construction Plan

The contractor shall provide and submit the comprehensive construction plan (Sougou Sekou Keikaku-sho) consisting of six (6) items as shown below within 30 calendar days after NTP.

The construction work shall be permitted to begin ONLY after acceptance of the Comprehensive Construction Plan as well as other required submittal(s). The Comprehensive Construction Plan shall be closely linked with Work Procedures (Koushubetsu Sekou Keikaku-sho) in each section.

The details of Work Procedure shall be submitted to the Government for approval in accordance with each section of the contract specification.

The specific work(s) shall be permitted to proceed only after acceptance of the specific area(s) of Work Procedure(s) as well as other required shop drawing(s) and tests/inspection report(s) for the ONLY area(s) of accepted Work Procedure(s) and other submittal(s).

When the contractor proceed any construction work without proper written Government acceptance(s) and submittal process of any required submittal(s) in a timely and effective manner, the Government shall have rights to ask demolition and reconstruction work(s) for the area(s) which does not have proper process and Government acceptance(s) of submittals with no additional cost and/or time to the Government in order to comply with proper process(es)/acceptance(s) for submittal(s) and actual construction work.

Table of content for the comprehensive construction plan (Sougou Sekou Keikaku-sho)

1. Overview (Kouji gaiyou)

2. Key Management Structure and Construction Teams: Provide Organizational chart(layout as DPW format), list of subcontractors, sub-subcontractors and suppliers (Sekou taisei daichou). The list shall include Project Manager (PM), Construction Quality Control Manager (CQC), Site Superintendent (Genba Dairinin), Safety Manager/SSHO, and each team leader (Shokuchou) of every discipline in this project. The list shall consist of the copies of license(s), certification(s) of certified skill workers (Ginoushikakusha), skilled workers (Ginoushi), three (3) years of work experiences (Shokumu Keireki-sho) for each rolls in similar construction projects. Each manager and team leader shall be appropriate licensed personnel ( Shikakusha) and certified skilled workers/skilled workers ( Ginoushikakusha / Ginoushi) in accordance with MLIT OCM A, MLIT OCM M and MLIT OCM E.

3. Contractor's Quality Control (QC) Plan: Provide the Contractor's Quality Control (QC) Plan as described below.

3-1. A description of the quality control organization, including a chart showing lines of authority and acknowledgment that the CQC staff will implement the Contractor's QC plan for all aspects of the work specified. Include a QC System Manager who reports to the project superintendent.

3-2. The name, qualifications, duties, responsibilities, and

SECTION 01 11 02 Page 8 authorities of each person assigned a CQC function.

3-3. Template of check lists: Template of check list shall have two signature blocks for CQC and Site Manager (Genba Dairinin).

Detailed description work(s) of test/inspection in check lists shall be submitted by the the Work Procedure(s) (Koushubetsu Sekou Keikaku-sho) in accordance with sections of the contract specification.

3-4. A copy of the letter to the CQC System Manager signed by an authorized official of the prime contractor which describes the responsibilities and delegates sufficient authorities to adequately perform the functions of the CQC Manager, including authority to stop work which is not in compliance with the contract. Letters of direction to all other various quality control representatives outlining duties, authorities, and responsibilities will be issued by the CQC Manager. Copies of these letters must be furnished to the Government.

3-5. Control, verification, and acceptance testing/inspection procedures/check lists for each specific test/inspection to include the test/inspection name, specification paragraph requiring test, feature of work to be tested/inspected, test/inspection frequency, and person responsible for each test/inspection.

3-6. Procedures for tracking construction construction deficiencies from identification through acceptable corrective action. Establish verification procedures that identified deficiencies have been corrected.

Note. Detailed descriptions of test(s) and inspections in check lists shall be included testing and inspection procedures for each specific test and inspection to include the test and inspection name, feature of work to be tested and inspection, test frequency, and person responsible for each test/inspection. Detailed descriptions in check lists shall be submitted by the the Work Procedure(s) (Koushubetsu Sekou Keikaku-sho) in accordance with sections of the contract specification. The approved check list(s) shall be confirmed and signed by the CQC and Site Manager ( Genba Dairinin), and submitted to the Government for acceptance in a timely and effective manner prior to the next process of work(s).

4. A list of Work Procedures: Provide a list of required Work Procedures (Koushubetsu Sekou Keikaku-sho) for each Section of contract specification.

5. Construction schedule(Layout as DPW format); The Contractor shall provide construction schedule showing proposed actual construction start and completion dates as well as major portion work. The Construction schedule shall be in DPW standard format. The construction schedule shall be clearly understandable to the contractor and the Government personnel, shows critical items, has sufficient detail to facilitate the work and allow the Government personnel to determine accurately the contractor’s progress.

The construction work schedule shall consists of (1)Construction work schedule(separate by work procedure(kousyu betsu),(2)inspection schedule; submission, voluntary inspection, final

SECTION 01 11 02 Page 9 inspection,(3)submittal schedule; submission date and submittal number, approval period, approval deadline, production period.

Government and Contractor on-site work activities must be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days.

Work schedule shall be reviewed and signed by project manager, CQC manager, site supervisor before submittal.

6. Temporary Protection Plans (Kasetsu Keikaku-sho). In this project, serucity representative prepare CSP(Construction security Plan) which includes barrier requirement. Contractors must follow governemtn requirement. Also see 2 below paragraph.

1.13.2 Directorate of Public Works (DPW) Excavation Permit (Rev.18 Apr 2017)

It is the contractor's responsibility to prepare the Excavation Permit at their own expense. The contractor shall not commence work for any excavation, 100 mm or more in depth at the job site until the DPW Excavation permit form is submitted to the Construction Inspector reviewed and approved by the listed DPW organizations, Security Police, Fire Department, Safety,Communications, Commercial Utility Company and DPW Director. Only after the permit is approved and signed by organizations and other agencies listed in the DPW Excavation Permit, may the contractor commence with the excavation work. Without a permit, the excavation work will be stopped, until such the time an approved permit is obtained. The contractor shall provide and prepare followings as minimum:

1. All utility maps in the vicinity of the excavation work site.

2. Work site drawing (excavation area including measurement (Length, Width,and Depth).

3. Safety measures/plan during/after excavation work to prevent potential accidents.

4. Traffic plan if excavation impacts the traffic including pedestrian flow.

1.13.3 Temporary Protection Plans (Kasetsu Keikaku-sho)

Upon request by the Government the Contractor shall provide appropriate temporary protection measures to protect workers and Government personnel at the construction work site during construction, and submit the temporary protection plans to the Construction Inspector for approval prior to on-site work. The Contractor shall be responsible to minimize the inconvenience and avoid any danger to Government personnel and workers.

1.13.4 License for Heavy Equipment Operators

In the case of using heavy equipment in the Government properties, the Contractor shall provide a copy of the license for heavy equipment to the Safety Office through the Construction Inspector prior to actual commencement.

1.14 QUALITY CONTROL/CONSTRUCTION INSPECTION

The contractor shall establish and maintain an effective quality control

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(QC) system in compliance with the contract clause entitled Inspection of Construction. The quality control system shall consist of plans, procedures, and organization necessary to provide materials, equipment, workmanship, fabrication, construction and operations, which comply with contract requirements. The system shall cover construction operations both onsite and offsite, and shall be keyed to the proposed construction sequence.

1.15 SIGNAGE

The requirements for the signs, their contents, and locations are discussed with the Construction Inspector. Erect sign(s) within 15 days after receipt of the notice to proceed. Correct the data required by the safety sign(s) daily.

1.15.1 Off Limits and Wet Paint Sign(s)

The contractor shall make stenciled 600mm x 900mm, "OFF LIMITS" and "WET PAINT" signs made of sheet metal or plywood as required and prominently post these at the job site.

1.15.2 Project Identification Sign

Prior to initiating any work on site, provide a project identification sign at each work site directed by the Construction Inspector. Construct sign, in accordance with Engineering Pamphlet (EP) 310-1-6a, shall include DPW logo, government point of contact (POC) information, project title, project #,site location, contractor's POC. Maintain the sign throughout the life of the project. Upon the government acceptance of a project work,remove the sign from the construction site at the contractor's expense. The sign shall be made of 3mm thick aluminum resin composite plate with a maximum size of 1,830mm x 1,220mm. Upon Notice To Proceed issued, Construction Inspector will notify the size of sign when smaller size is suitable to work site.

1.16 SOLID WASTES

Solid waste (construction and demolition debris, etc.) generated from this project shall be recycled/disposed of at an authorized off-base facility/facilities in accordance with Chapter 7 of JEGS, AR-200-1 (Environmental Protection and Enhancement) and 420-49 (Utility Services) as well as applicable host nation's laws and regulations.

1.17 WORK RECORDS

1.17.1 As-Built Drawing

The Government may provide the Contractor current As-Built Drawings (hard copy) to develop new As-Built Drawings reflecting all completed work. A copy of the drawings shall be kept at the work site during construction to show all changes from the original documents generated by modifications and the exact as-built locations, sizes, types of equipment, hidden utilities or other items. Upon completion of the installation and prior to final inspection, the contractor shall submit a copy of draft As-Built drawings and CADD data. The Contractor shall submit the final As-Built Drawings ( DGN/DWG formatted drawings and PDF file).

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1.17.2 Photographic Records

The contractor shall submit the photographic records of each sequence of work which will be hidden or if it is difficult to examine the condition of work, such as reinforcement for concrete, underground piping system, air duct system above ceiling and etc in accordance with the Koujio Shashin no Torikata, Kenchiku hen, Kenchiku Setsubi hen and Doboku hen . The contractor shall submit colored photo records in two different types, CD and hard copy booklet style.

1.17.3 Inspection document

The contractor shall submit at least 3 hard copy booklet style of inspection document to the Contracting Officer at pre-final inspection.

Inspection document consist of title cover, as-built drawing, colored photographic recording, and zoning of mechanical and electrical system.

The Contractor shall coordinate number of booklet with Contracting Officer before submittal.

1.18 ENGLISH COMMUNICATION

1.18.1 Written Communication in English

All submittals required under this contract (including but not limited to:

safety analysis plan, quality control plan, all correspondence, and all other written communications, documents, drawings, reports, manuals, etc.)

shall be written in English or translated into English before being provided to the Government by the contractor.

1.18.2 English Speaking Representatives

Not used.

PART 2 PRODUCTS

2.1 LIMITATIONS FOR USE OF MATERIALS

The contractor shall submit the memorandum for hazardous material usage that pledges the conformance of the following requirements signed and sealed by the authority of the contractor. The contractor shall be responsible for selecting and determining the materials used for this contract for conformance with this specification. The contractor shall provide the Contracting Officer a hazardous material (HM) inventory and Safety Data Sheets (SDSs in English) prior to such HM being delivered to the job sites.

a. Do not use materials containing greater than 0.1 % asbestos.

b. Do not use materials containing greater than 1.0 milligram per square centimeters, or 0.06% / 600 ppm by weight, but preferably less 0.009% / 90 ppm by weight. Further, do not use materials containing detectable lead, mercury, chromium and cadmium by atomic absorption spectrum (AAS) deemed as Heavy Metal-Based Paint (HMBP).

c. Do not use materials containing chlorpyrifos.

d. Use Formaldehyde emission rated of 4-stars(0.2 mg/L) for all products.

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e. All organic synthetic compounds such as adhesives, paints and coats shall submit safety data sheets(SDS) comply with JIS Z-7253.

f. Construction material shall not used from other nation country(OCN).

2.2 INSPECTION AND RANDOM SAMPLING BY THE GOVERNMENT

The Government reserves the right to inspect all materials to be used in performance of the project and to take samples to examine the contents of asbestos, lead, etc. to measure the compliance with these requirements specified in this specifications. Whenever the Government becomes aware of any noncompliance with these requirements or any condition which poses a serious or imminent danger to the health or safety of the public, Government personnel or workers, the Government will notify the Contractor orally, with written confirmation, and direct immediate initiation of corrective action at the Contractor's sole cost. This notice, when delivered to the Contractor or the Contractor' representative at the work site, is considered sufficient notice of the noncompliance and that corrective action is required. After receiving the notice, the Contractor must immediately take corrective action to replace the noncompliance with materials/equipment complied with the requirements. If the Contractor fails or refuses to promptly take corrective action, the Government may issue an order stopping all or part of the work until satisfactory corrective action has been taken. The Contractor is not entitled to any equitable adjustment of the contract price or extension of the performance schedule on any stop work order issued under this contract.

2.3 DRAWING BINDINGS (SEIHON)

The contractor shall provide 4 drawing bindings and specification to the Government within 14 calendar days after notice to proceed (NTP). The drawing bindings shall be the "A3" size at unfolding, "A4" size at folding.

PART 3 EXECUTION

3.1 SHOP DRAWINGS / DETAILED DRAWINGS

Government contract drawings shall not be acceptable for as shop drawings and detailed drawing. Prepare drawings to accurate size, with scale on actual construction site(s).

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