Statement_Of_Work_13-1074.pdf

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ZNRE 13-1074

STATEMENT OF WORK (SOW)

FOR

PROJECT ZNRE 13-1074

REPAIR JET ENGINE MAINTENANCE SHOP – VENTILATION B820

AT

YOKOTA AIR BASE

Date: 25 Jun 2015

I. PRINCIPAL FEATURES OF WORK: 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 items to complete this project to ensure a complete and usable facility.

II. GENERAL SCOPE

A. Overall objective: Design and repair local ventilation system for existing parts washing equipment.

B. Site Work

1. Mechanical work

a. Install local lateral exhaust hood for existing parts washing equipment in Test Stand

Room. Hood shall be designed with reference to INDUSTRIAL VENTILATON, ACGIH, details of “SOLVENT DEGREASING TANK”. Hood shall be floor mounted type, stainless steel. Hood size and air volume shall be calculated as to conform to the parts washing equipment. Static pressure shall be calculated.

b. Install ventilation duct system for new hood. Duct shall be Fiber-glass Reinforced

Plastic (FRP) round type, and shall be connected to new hood and with flexible duct.

Provide vertical discharge exhaust stack in accordance with UFC 3-410-04N, paragraph 2-4.3. Deflecting weather cap shall not be used. Exhaust air discharge point shall be higher than roof level. Provide FRP volume damper. Static pressure shall be calculated. Interior and exterior duct shall be painted to match adjacent ceiling and wall.

c. Install exhaust fan system. Fan unit shall be installed building exterior, and disconnect switch shall be provided beside the unit. Fan unit shall be FRP noncorrosive type. Fan motor shall be arranged outside of the air stream. Explosion proof is not required. Fan shall be exhaust fan is interlocked with which supply fan. Fan capacity shall be calculated for new exhaust duct system.

d. Install panel-board for new exhaust fan in Test Stand Room. The panel-board shall have annunciator function in accordance with UFC 3-410-04C, paragraph 2-5.3. Auto and manual mode shall be provided, and existing 480CMH exhaust fan shall be stopped while new exhaust system is active.

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e. Remove abandoned exhaust duct system for parts washing equipment in Test Stand

Room. Existing wall penetration may be used for new duct system. If existing penetration is not used for new system, wall and partition opening shall be repaired.

f. Test, Adjust, and Balance (TAB) air volume for new exhaust system.

2. Electrical Work

a. Provide electrical power supply for new equipment. Explosion proof is not required.

3. New ventilation system shall be installed without disturbing or interfering with existing sprinkler, lighting, fire alarm and other building functions. In the case the interference with an existing system cannot be avoided, contractor shall modify existing system.

III. REFERENCES: Below references as minimum shall be incorporated to meet the USAF standard.

1. Japan Environmental Governing Standard for U.S. Military in Japan

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

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

4. Applicable national codes and industrial standards including but not limited to:

a. American Conference of Governmental Industrial Hygienists, Inc.(ACGIH)

b. American Petroleum Institute

c. National Fire Protection Association

d. National Electric Code

e. International Building Code

f. International Existing Building Code

g. International Mechanical code

h. International Fire Code

i. International Plumbing Code

j. American Society of Heating, Refrigeration, and Air-Conditioning Engineers

k. Uniform Plumbing Code

l. Standards of the Illuminating Engineering Society

m. Yokota Air Base design standards

IV. EXISTING CONDITIONS CONSIDERATION

A. The design and analysis shall be calculated based on the attached as-built drawings.

B. The contractor is responsible for correcting any unplanned / unapproved adverse impacts to the facility due to their work at no additional cost to the Government.

http://www.wbdg.org/ccb/browse_cat.php?c=4 http://www.wbdg.org/ccb/browse_cat.php?c=3

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C. Existing Parts Washer: Graymills, L-Series Liftkleen, Parts Cleaners – Aqueous/Solvent.

D. The following three chemicals are used for the parts washer:

a. NSN: 6850-01-485-5950, CALLA 296, Parts Cabinet Cleaner

b. NSN: 7930-01-397-1990, DFS-211, Silicated Defoamer

c. NSN: 6850-01-468-8820, RPN-225, Liquid rust Inhibitor

V. DESIGN POLICY AND CRITERIA

A. The Government will furnish the basic design 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 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 this SOW.

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.

VI. DESIGN SERVICES

A. Site design data: The 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: The contractor shall be required to make field investigations to verify dimensions and other information shown on Government-furnished reference data and drawings.

C. General: The 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, basis of design, construction schedule, and submittal register shall be submitted and delivered to the contracting officer. Contractor will submit 80% and 100% designs. One copy of the final drawings shall be submitted in specified editable electronic format for incorporation into Geobase.

1. 80% design: The preliminary design submittals will include detailing of the requirements of the project so to leave the reviewer no question as to scope of this project.

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2. 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.

3. The design will not be deemed 100% Final until the government has accepted all response(s) to comments made on previous submittals. The contractor shall make such required revisions at no additional cost to the Government.

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

ITEM

80%

(Pre-Final)

*100%

(Finals)

Drawings 1-Full Size Sets

2-Half Size Sets

1-Full Size Sets

2-Half Size Sets

Specification Index 2-Sets 2-Sets

Edited Specification

Sections

2-Sets 2-Sets

Base Of Design 2-Sets 2-Sets

Time Schedule 2-Sets 2-Sets

Electronic Media 1 Compact Disc (CD) 1 Compact Disc (CD)

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

D. Drawings: Drawings shall be prepared on AutoCAD release 2012 using the BCE computer aided drafting (CAD) layering standards. All contract drawings shall be well prepared, complete, and accomplished in accordance with the best professional practice.

1. Appearance: Drawings shall show clearly and concisely the type and extent of work to be performed in the project. The drawings shall be drawn to appropriate scales and dimensioned completely and accurately. Notes on the drawings should be held to a minimum. Extensive explanatory notes on the drawings are not desirable and should be placed in the specifications. All units shall be shown in metric only. Standard building material indications and symbols for architectural items and for civil, architectural, mechanical, electrical and fire protection items and equipment shall be used to the greatest extent possible. The use of figures less than three (3) millimeters for building dimensions shall be limited. Drawings shall be delivered in hard copy, standard quality paper at review stages in numbers listed and in accordance with the requirements. Full size drawings shall be approximately 600 x 840 millimeters (drawing size A1).

E. Specifications: Specifications shall be delivered in hard copy, bound, and at the various stages and quantities listed and in accordance with the requirements. Specifications shall be prepared in

Spec Intact (UFGS) that incorporate JASS and JISS (MS Word version 6.0 or higher format).

Each specification page shall contain a header and footer with the project number in the bottom left corner and the specification section and page number in the center separated by a dash.

Specifications, including all technical and special conditions, shall be based and prepared on a format modified for Air Force construction, as directed by the Government. No references will be made to Military and Federal specifications or standards, but rather, all relevant Military and

Federal specifications or standards shall be incorporated directly into the design. In general, the use of "proprietary type" specs shall be avoided. When a brand or manufacturer's name is used to

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describe a type of product, the words "or approved equal" shall be included. In the latter instance, more than two (2) acceptable brands or manufacture’s names shall be specified. The Government shall specify all materials, components, and equipment for approval. All items designated for submittal and test shall be sufficiently described to provide the Government a basis for review for approval or disapproval.

1. Japanese Equivalent: Where qualifications, equipment, materials, or installations are to be in accordance with American standards, the equivalent Japanese standard may be used subject to the approval of the Contracting Officer. The Contractor shall be responsible for proving the equivalency of the Japanese standard.

2. Quality Class or Grade of Materials: When materials are not specified certain quality class or grade, above the middle class or grade quality shall be applied to these materials.

F. Basis of Design: The Contractor shall provide a basis of design (BOD) to insure the Civil, Architectural, Structural, Mechanical, Fire Protection, Environmental, Electrical, and other discipline parameters are adequately and appropriately explained and justified for the proposed design. The BOD shall be bound, arranged by discipline, support all design decisions made throughout the design, and be prepared using Microsoft (MS) Word format. The BOD shall include calculations, material catalog cut sheets and explanations of any Options-Additives considered. The BOD will also contain considered design alternatives and criteria reductions that were necessary where possible cost overruns were expected, previous review comments annotated with action taken, and a listing of any outstanding issues requiring resolution, each as a separate section.

VII. GENERAL INFORMATION

A. Performance Period: The performance period for design will be 120 calendar days (including the Government review time of 14 calendar days at each submission), and construction will be 120 calendar days(including material delivery time of 60 calendar days and on-site work time of 60 calendar days), total of 240 calendar days after Notice to Proceed (NTP) is issued. NTP will be issued within 30 days after contract award.

B. Working Hours: During construction, the facilities will be made available to the contractor from 07:30 to 16:30, Monday through Friday, 5 days a week, excluding U.S. legal holidays but including Japanese legal holidays. Contractor must notify the Government in advance if work needs to be performed outside these working hours. Contractor shall coordinate schedule for design site visits, prior to construction, with the government at least 21 days ahead of time.

1. Holidays: Recognized US legal holidays are listed below:

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a. January 1 - New Year’s Day

b. January, 3rd Monday - Martin Luther King Jr. Birthday

c. February, 3rd Monday - President’s Day

d. May, last Monday – Memorial Day

e. July 4 - Independence Day

f. September, 1st Monday - Labor Day

g. October, 2ndMonday - Columbus Day

h. November 11 - Veteran’s Day

i. November, 4th Thursday - Thanksgiving Day

j. December 25 - Christmas Day

k. Holidays falling on a Saturday will be observed on the preceding Friday.

Holidays falling on a Sunday will be observed on the following Monday.

C. Weekend work: Do not perform weekend work without advance permission. Submit weekend work requests at least the Wednesday before the desired weekend workday. Only proceed with weekend work after the Contractor receive Government approval.

D. Occupancy: The facility will be occupied. The facility, however, shall be kept under operation and the users will access work area. Contractor shall provide construction plan and schedule to be coordinated with the users for all work to be performed.

E. Utility outages: Utility outage impacted to boiler operation is not permitted.

F. Barricades and warning signs: Prominently post bilingual (English and 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 and battery-powered flashers. Smoking is prohibited in government facilities. Smoking is allowed in the

Designated Tobacco Areas (DTAs) only.

G. Utilities: The US 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.

H. Material disposal: Remove and dispose of all construction debris off base daily in accordance with Japanese laws. In case that the asbestos debris remains on base after workday, the debris needs to be properly packed or containerized in compliance with asbestos regulations and any of the debris shall not be scattered. Report amount of construction debris generated, disposed or recycled. It should be reported to the government at the end of the project using the attached form

(C/D Form).

I. Final inspection: 374 CES and 374 CONS will perform inspections. Schedule final inspections between 0800 and 1600, Monday through Friday, excluding US legal holidays. The government will perform the inspection within 3 work 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.

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J. Asbestos containing material (ACM) identified: To the best of the Government's knowledge, any and all asbestos has been identified and abated. If the contractor suspects additional asbestos containing material (ACM), the contractor shall promptly notify the construction inspector for action by the Government. Contractor shall not sample nor remove asbestos without first obtaining permission from the government.

K. Training of Government personnel: The contractor shall furnish the services of competent instructors who will give full training to the designated personnel in the adjustment, operation, and maintenance, including pertinent safety requirements, of the equipment or system installed. Each instructor shall be thoroughly familiar with all parts of the installation and shall be trained in operating theory as well as practical operation and maintenance work. Training shall be given during the first regular work week after the equipment or system has been accepted and turned over to the Government for regular operation. When significant changes or modifications in the equipment or system are made under the term of the contract, additional training shall be provided to acquaint the operating personnel with the changes or modifications.

L. Request for contractor’s employee and vehicle passes:

1. Thirty (30) days prior to the start of desired date of access or on-site work, the contractor shall submit applications for Base passes (listed below) to the contracting officer, for all employees, including subcontractor employees, and vehicles requiring access to Yokota

Air Base in order to perform this contract.

a. 5AF Form 99EJ, Application for Base Pass (for employees).

b. Application for Vehicle Registration (for vehicles).

2. Upon completion of this contract, the contractor shall return all employee and vehicle passes to the visitor control section building (Building 993), and obtain a certification of

Receipt. Final payment will be withheld until the contractor has submitted the certificate confirming all passes have been returned.

3. Contractor shall follow 374 SFS requirements for escorting any employees who do not have a base pass.

4. Government shall not be held responsible for any delay to the contract period of performance if contractor failed to submit required documentation in a timely manner or their employees refused entrance due to failure to follow specified procedures.

VIII. PERFORMANCE REQUIRMENTS

A. Work clearance permit: Route work clearance request (AF Form 103) through all associated base organization and approved 21 days in advance of work. Areas containing underground utilities will be designated caution areas. Carefully excavate designated caution areas. Hand excavate within 3 feet of all identified existing utility lines.

B. Traffic access: Maintain at least one open lane throughout all roadwork. Always provide at least one flag person when two-way traffic is reduced to a single lane. Obtain a work clearance request (AF Form 103) from the construction inspector 21 days in advance before road closures.

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IX. INSTALLATION SAFETY AND FIRE REGULATIONS

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 & Health Requirements Manual, Army Corps of Engineers.

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

B. The prime contractor shall be responsible for all workers to include subcontractor workers’ health and safety.

C. Fire safety general requirements:

1. The contractor or an individual appointed shall be placed in charge of Fire Safety of the work project. The responsibilities shall include: assuring the availability, operation, and location of fire protection equipment, general supervision of safeguards and location of portable heating equipment, and establishment and maintenance of safe cutting and welding operations.

2. Contractor's materials and equipment shall not be stored in a location or manner which will create a fire exposure to facilities adjacent to the project site. Fire hydrants shall not be fenced in on construction sites.

3. All fires, regardless of size, even if they have been extinguished, shall be reported to the

Fire Emergency Services Flight immediately. Any persons discovering a fire or suspected fire shall alert the building occupants by any means available. The Fire Emergency

Services Flight shall be notified in the following manner: from a base phone, dial 911;

from a Japanese cell phone dial 042-552-2510, wait for the tone and dial 911.

4. Portable fire extinguishers shall be supplied by the contractor as required by the Fire

Emergency Services Flight. Fire extinguishers shall be readily available and kept in a fully operational condition at all times.

5. Work that includes the fire detection or suppression systems, utility outages, road closures, and confined space entries, shall be approved by the Fire Emergency Services Flight, Fire

Prevention Office prior to beginning the work. Only authorized technicians shall alter, extend, or repair installed systems.

6. Contractor shall coordinate through the construction inspector, with the Fire Alarm shop

(374 CES/CEOFA) and Fire Emergency Services Flight to obtain approval before disconnecting and/or surveying existing fire alarm control system, automatic suppression system, and/or device(s).

7. Contractor is responsible for managing and securing the job site during work hours. At the end of the working hours, the Contractor shall render the jobsite safe. Contractor shall check and secure the job site to avoid any fire trouble/accident.

8. When building fire protection system is scheduled to be out of service for more than 4 hours, the Constructor shall coordinate through the construction inspector to notify the

Facility Manager or any authorized personal of the facility.

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D. Flammable and Combustible Liquids and Gasses

1. Every effort shall be made to limit flammable liquid quantities to daily use.

2. Flammable liquids exceeding daily quantities shall be properly stored in approved locations only.

3. Flammable storage areas shall be marked with bilingual signs.

E. 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 designated to operate the extinguisher in the event of fire.

4. Ensure fire detections 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. Return the welding permit to the Fire Emergency Services Flight, Fire Prevention Office upon expiration of welding permit or completion of the work.

6. 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.

F. Driving Responsibilities

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

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

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

X. SPILL PEREVENTION AND RESPONCE

A. The Contractor shall conduct all operations in a manner that prevents spills of POL and

Hazardous Substances. The Contractor is required to familiarize personnel with spill prevention and response procedures, fire suppression systems, and MSDSs for all materials used and/or stored on the project site. The Contractor shall provide and maintain spill equipment, sufficient in both type and quantity, at all sites involving the storage, use, or handling of POL and/or hazardous substances.

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B. Site-specific Spill Contingency Plan (SSCP): An SSCP must be developed for any project at which POL or Hazardous Substances are used and/or stored at the project site. The SSCP shall include spill response procedures, an inventory of POL and/or hazardous substances, probable spill routes, a project site layout diagram, and a spill response equipment inventory. A template

SSCP can be obtained from 374CES/CEIE. The Contractor shall train employees on the contents of the SSCP and the use of spill response equipment and shall document such training.

C. Spill Reporting: The Contractor shall immediately report all POL or Hazardous Substances spills to the Fire Department (374 CES/CEF) at 911.

D. Spill Cleanup

1. The Contractor is responsible for clean-up of POL and/or hazardous substance spills and disposal of clean-up material. The Contractor shall determine, as quickly as possible, the nature of the spilled substance and implement necessary safety precautions to protect both human health and the environment at no additional cost to the US

Government, and shall only be performed by personnel adequately trained in spill response and cleanup techniques for the severity of the spill incident.

2. Costs incurred from any Contractor spills are the responsibility of the Contractor. If the

US Government has to perform emergency spill response and cleanup, due to the non- availability of designated personnel or if the spill is beyond the capability of designated personnel, the Contractor shall be held liable for all costs associated with performing said work.

XI. GENERAL QUALITY CONTROL

A. Standard products: All materials shall be the standard products of manufacturers regularly engaged in the manufacturer of such products and shall be essentially duplicate items that have been in satisfactory use for at least 2 years before bid opening.

B. Installer’s qualifications: All workers shall be under the supervision of a licensed or certified person in the specific work being accomplished.

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

D. Those qualified personnel with license or certification shall be at the job site, either directly supervising or performing architectural, electrical, and mechanical work. Minimum two (2) certified personnel are required to submit for each license of certification. However, all electricians and fire protection personnel shall submit their license or certification. During construction, the Contracting officer and/or the Construction Inspector can verify the submitted qualification without any prior notice.

Item

No.

Work Item Work Type Issuing/Authorization

Organization/Agency

Submittal

Type

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1 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

2 Piping and

Plumbing

Installation, Construction and

Control

Kanri Gijyutsusha Shikaku Sho

Kensetsugyo Gijyutsusha Center

(Issue)

Ministry of Land, Infrastructure and

Transport(Kokudo Koutsuu Shou)

(Authorization)

Certification

3 Welding

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

7S31, Z3801, C-2P

International Trade & Industry

(Authorization)

Nihon Welding Association (Issue)

License

Electrical

Construction

Quality Control and management for

Electrical

Construction st Class Electrical Construction management engineer (1-kyu Denkikoji

Sekoukanrigishi) Ministry of Land, Infrastructure and Transport (Kokudo-

Koutsuu Shou) (Authorization)

Certification

5 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

6 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]

7 Asbestos

Abatement

Worker

Asbestos abatement EPA Asbestos Worker Course (32 hrs) License or

Accreditatio n

8 Asbestos

Abatement

Supervisor

Asbestos abatement EPA Contractor/Supervisor Course

(40 hrs)

Accreditatio n

9 Air

Sampling

Air sampling NIOSH 582 Course or equivalent Certification

10 Analysis of

Air Samples

Analysis of air samples

AIHA Certification

XII. PRODUCTS GENERAL

A. The contractor is required to submit a statement affirming compliance with the following:

1. Do not use materials containing greater than 0.1% asbestos in the project.

2. Do not use materials containing lead-based paint greater than 0.009 percent lead by weight in the project.

3. Do not use materials containing polychlorinated biphenyl’s (PCB).

4. Do not use Class 1 ozone depleting substances.

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5. Capture/recycle refrigerant gas from existing equipment in accordance with Japanese law.

B. Fire suppression apparatuses shall be able to service maintenance and procure parts by local branch of manufacturer or distributor.

C. Materials and Equipment: Materials and equipment shall be standard products of a manufacturer regularly engaged in the manufacture of such products, which are of a similar material, design and workmanship. The standard products shall have been in satisfactory commercial or industrial use for 2 years prior to bid opening. The 2-year use shall include applications of equipment and materials under similar circumstances and of similar size

D. Service Support: The equipment items shall be supported by service organizations. The

Contractor shall submit a certified list of qualified permanent service organizations for support of the equipment which includes their addresses and qualifications. These service organizations shall be reasonably convenient to the equipment installation and able to render satisfactory service to the equipment on a regular and emergency basis during the warranty period of the contract.

Equipment maintenance parts shall be available for the Government. Maintenance tool peculiar to a manufacture shall not be required for maintenance and setting. Four complete sets of instructions containing the manufacturer's operating and maintenance instructions for each piece of equipment shall be furnished. Each set shall be permanently bound in book form within the Japanese and

English language.

E. Manufacturer's Nameplate/ Each item of equipment shall have a nameplate bearing the manufacturer's name, address, model number, and serial number securely affixed in a conspicuous place; the nameplate of the distributing agent will not be acceptable.

XIII. AS-BUILT DRAWINGS

A. 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) zone 54 north projection. This projection/coordinate system is based on the 1984 World Geodetic Survey (WGS 1984). As an alternative as-built drawings can be based in Japan Geodetic Datum 2000 (JGD 2000) zone 9. 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://cadbim.usace.army.mil/default.aspx?p=a&i=7&t=1

B. Three copies of the AutoCAD as-built drawing file and PDF document will be delivered with each copy on a separate disk including a listing of each drawing file on the disk and a second listing of each layer and the contents of each layer for every drawing. Assure the accuracy of all on-site revisions and contract modifications by initialing and coordinating each alteration with the construction inspector.

XIV. ATTACHMENTS

A. Government shall provide the following:

1. As-built Drawings

2. C/D Form https://cadbim.usace.army.mil/default.aspx?p=a&i=7&t=1