03._Attachment_1_Specifications.pdf

ZNRE 16-1070

Repair Frequency Converter System, B1371 Control Tower

DATE: 15 Apr 2015

PROJECT SPECIFICATION

DEPARTMENT OF THE AIR FORCE

374TH CIVIL ENGINEER SQUADRON

YOKOTA AIR BASE, JAPAN

TABLE OF CONTENTS

TOC-1

DEPARTMENT OF THE AIR FORCE

374TH CIVIL ENGINEERING

YOKOTA AIR BASE, JAPAN

PROJECT NO. ZNRE 16-1070

Repair Frequency Converter System, B1371 Control Tower

DATE: Apr 15, 2015

CONTRACT SPECIFICATION TABLE OF CONTENTS

DIVISION SECTION & TITLE PAGE

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01 11 10 - SUMMARY OF WORK 01 11 10-1 thru 8 SECTION 01 33 00 - SUBMITTAL PROCEDURES 01 33 00-1 thru 9 SECTION 01 78 00 - CLOSEOUT SUBMITTALS 01 78 00-1 thru 4 SECTION 02 41 00 30 - DEMOLITION 02 41 00 30-1 thru 7

DIVISION 16 - ELECTRICAL

SECTION 26 00 00.00 30 - ELECTRICAL GENERAL

REQUIREMENTS

26 00 00.00 30-1 thru 5

SECTION 26 20 00.00 30 - INTERIOR DISTRIBUTION

SYSTEMS

26 20 00.00 30-1 thru 9

SCHEDULE OF MATERIAL SUBMITTALS 1 thru 2

SECTION 01 11 10

01 11 10-1

ZNRE 16-1070

SECTION 01 11 10 - SUMMARY OF WORK

1. PART 1 GENERAL

1.1. SECTION INCLUDES:

A. This section includes all the general work site & base requirements, a brief work scope, the work days & hours.

1.2. RELATED SECTIONS:

A. SECTION 01 33 00 – SUBMITAL PROCEDURES

B. SECTION 01 78 00 - CLOSEOUT SUBMITTALS

C. SECTION 02 41 00 30 - DEMOLITION

D. SECTION 26 00 00.00 30 - ELECTRICAL GENERAL REQUIREMENTS

E. SECTION 26 20 00.00 30 - INTERIOR WIRING SYSTEMS

1.3. WORK SCOPE:

Furnish all parts, labor, materials, tools and equipment, transportation, supervision and all operations identified in these specifications for Project Number ZNRE 16-1070, Repair Frequency Converter System, B1371 Control Tower, Yokota AB, Japan.

A. The following scope of work is expressed in general terms and in no way limits the contractor’s responsibility. Perform all work indicated in these specifications or accompanying drawings. The contractor is required to provide a complete and usable facility within the terms and conditions of this contract.

B. Electrical Work Scope: The contractor shall perform site survey and study each project site to verify the existing condition such as electric voltage, type of electrical materials, installation location etc. After completion of the site survey the contractor performs the following work.

1) Install batteries to the existing Constant Voltage Constant Frequency (CVCF) for converting to the Uninterruptible Power Supply (UPS) system.

2) Update the program of the existing CVCF system to be able to operate as the UPS.

01 11 10-2

ZNRE 16-1070

1.4. SUBMITTALS:

A. Submittal requirements are specified in SECTION 01 33 00 - SUBMITTAL PROCEDURES. The Contractor is responsible for certifying that all submittals comply with the contract requirements.

1.5. GENERAL INFORMATION:

A. Work Hours: Contractor work hours are from 0730 to 1630 Monday through Friday including Japanese holidays, but excluding US legal holidays.

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

1) January 1 - New Year’s Day.

2) January, 3rd Monday - Martin Luther Kings Jr. Birthday.

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

4) May, Last Monday - Memorial Day.

5) July 4 - Independence Day.

6) September, 1st Monday - Labor Day.

7) October, 2nd Monday - Columbus Day.

8) November 11 - Veteran’s Day.

9) November, 4th Thursday - Thanksgiving Day.

10) December 25 - Christmas Day.

11) 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. Occupancy: The facility will be occupied. The contractor shall provide construction plan and schedule to be coordinated with the users (374 OSS) through the construction inspector for all work to be performed. Phasing will not be required. Occupancy notifications will be posted three times: 60days, 21days and 3days in advance of the construction starts.

D. 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 you receive Government approval.

E. As-Built Drawings: Refer to SECTION 01 78 00 - CLOSEOUT SUBMITTALS.

01 11 10-3

ZNRE 16-1070

F. Utility Outages (except power outage): Provide at least 30 calendar days advance notice of planned utility outages including fire systems. In each request, specify each utility disconnected, the time and date the service will be deactivated and the anticipated time and date service will be reactivated. Do not disconnect or deactivate any base utility systems without advance Contracting Officer or Construction Inspector approval. Fire system disconnection and reactivation requires 374 CES/CEF (Phone 225-7290/7125) coordination.

G. Power Outage: Will not be authorized. The facility is operating 24 hours, 7 days a week. If the construction requires a power outage, the contractor shall coordinate with the user and shall prepare the alternate power supply.

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

I. Utilities: The US Government will furnish water & electricity at no cost in accordance with FAR 52.236-14, Availability and Use of Utility Service (Apr 1984).

J. Waste Disposal: Remove and dispose of all construction debris off base daily in accordance with Japanese laws.

K. Final Inspection: 374 CES/CENMP will perform inspection. Schedule final inspections between 0800 and 1600, Monday through Friday, excluding US legal holidays. The government will perform the inspection within 72 hours after Contractor initiates the final inspection request.

Final inspections falling on weekends or US legal holidays will be postponed to the following workday. Postponements will not be considered part of the performance period.

L. Asbestos containing material (ACM): If the contractor suspects asbestos containing material (ACM) will be disturbed, the contractor shall stop work and promptly notify the Construction Inspector/Manager for action by the Government. The Contracting Officer shall also be notified in this situation. No asbestos shall be sampled nor removed by the Contractor until Government permission has been obtained. Once Government permission has been obtained, Contractor shall take samples of untested locations where work shall take place, have tested per JEGS, and inform the contracting officer of the results.

1.6. PERFORMANCE REQUIREMENTS:

A. Work Clearance Permit: Obtain a work clearance request (AF Form 103) from the Construction Inspector 21 days in advance before any site work, especially excavation, begins.

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: Obtain a work clearance request (AF Form 103) from the Construction Inspector 21 days in advance before road closures. Maintain at least one open lane throughout

01 11 10-4

ZNRE 16-1070

all roadwork. Always provide at least one flag person when a two-way traffic is reduced to a single lane.

1.7. INSTALLATION SAFETY & FIRE REGULATIONS:

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

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

C. EM 385-1-1, Safety & Health Requirements Manual, Army Corps of Engineers.

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

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

F. Fire Safety: Even if a facility is unoccupied, maintain the fire detection and automatic suppression system service throughout construction.

G. Welding Safety: If the automatic fire suppression system is disconnected, post a 24-hour 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.

1.8. HAZARDOUS MATERIALS

A. Approval is required before bringing any hazardous materials (HAZMAT) on to the installation. Contractors seeking approval to bring HAZMAT onto the installation must submit AF Form 3000 along with Material Safety Data Sheet (MSDS)/Safety Data Sheet (SDS) in English and Japanese. The contractor is also required to provide the estimated amount of HAZMAT to be used during the project. If the HAZMAT is suspected to contain lead or asbestos, such as paint, primer, and caulking, certificate from manufacturer has to be provided to prove that HAZMAT does not contain asbestos or lead. AF Form 3000 package has to be reviewed by Bioenvironmental, Safety and Environmental. It is highly recommended to use non or less -hazardous chemicals when available. All excess materials and empty containers are the responsibility of the contractor and shall be removed at the end of the contract. When the occupants of the facility request the contractor leave the excess HAZMAT, the contractor has to coordinate and be approved by Environmental (374 CES/CEIE).

B. Storage: All containers of HAZMAT in the work place should be labeled, tagged or marked in both English and Japanese with the identity of the products. The contractor shall ensure adequate handling and storage in accordance with JEGS where the HAZMAT is stored. Storage of oils, greases, chemicals, fuels or other liquids will require spill prevention and security. It is not allowed to store HAZMAT on base for over 24 hours without authorization. If on-base hazardous materials storage areas are needed, Contractor shall submit the list of all items that are to be stored on-base and estimated quantities to 374 CES/CEIE, 374 CES/CEF and 374 AW/SE

01 11 10-5

ZNRE 16-1070

for approval. Hazardous materials storage areas may be inspected by 374 CES/CEIE, 374 CES/CEF and 374 AW/SE. MSDSs/SDSs must be available at storage and on site at all times.

1.9. SPILL PREVENTION AND RESPONSE

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.

B. Site-specific Spill Contingency Plan (SSCP): A 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.

1.10. TYPHOON AND STORM PREPARATIONS:

A. In order to minimize damage to public properties and prevent personal injury, the following actions will be taken upon declaration of the typhoon conditions described below. The Contractor shall insure that the construction sites are well prepared for protection from the dangers of heavy rain and strong winds. The Contractor will develop and establish the necessary procedures to be taken for storm preparation and provide in his/her Accident Prevention Plan, Part I, emergency telephone number and addresses where at least 3 officials of the company may be reached and notified in the event that an immediate typhoon alert is declared.

01 11 10-6

ZNRE 16-1070

B. Typhoon Condition 3 - When Tropical Cyclone Conditions of Readiness (TCCOR) THREE (destructive winds possible within 48 hours) is declared, Contractor shall:

1) Clean and remove all loose debris and waste, including scrap wood and metal, empty barrels, and concrete form materials no longer required on the job site, to a safe area for proper disposition.

2) Secure, tie down, and anchor construction field office and storage facilities, scaffolding, concrete forms and supports, doors, windows, opening covers, stored lumber and other materials, mechanized construction equipment, temporary power line and supports, and other items that may be blown away or might cause injury or damage.

3) Inspect all excavation and trenching work in progress, and provide necessary temporary drainage and proper protection and shoring for excavation sides and openings in order to prevent damage to public roads and facilities by slides or flooding. Accumulation of water in the excavation of structure foundation work will be controlled and minimized.

C. Typhoon Condition 2 - When TCCOR TWO (destructive winds anticipated within 24 hours) is declared, the work required at remote areas such as off-shore facilities or high elevations will cease immediately and the workers will be evacuated to a safe area. During Condition 2, the Contractor will continue the actions described in paragraph 1.8. B. above and the construction site will be inspected for storm preparation by the Contracting Officers Representative (COR).

The Contractor shall request an inspection by calling the COR.

D. Typhoon Condition 1 - When TCCOR ONE (destructive winds imminent or anticipated within 12 hours) is declared, all work will cease immediately and the Contractor's representative shall insure that all necessary storm preparations, including the items listed below, are completed.

1) All electrical circuits and equipment, including temporary power lines, are cut off and secured against unauthorized use.

2) Gas cylinders, hot work equipment, and flammable materials are properly stored at a safe area.

3) No igniting source is present.

4) All workers have been evacuated from the construction site. When Condition 1 is declared without the normal progression through Condition 3 and/or 2, the Contractor will take the actions listed in paragraph 1.8. B. above, and also follow the procedures described herein.

E. High Winds Warnings - When wind gusts of 55.56 kilometers per hour (km/h) or greater is forecast, the Contractor will be required to perform general area cleanup in accordance with paragraphs 1.8. B. 1) and 1.8. B. 2) above, i.e., to bundle and securely tie or securely cover and weight small wooden items, to remove and secure lightweight barricades, and to remove loose material from roofs and other high unprotected areas.

01 11 10-7

ZNRE 16-1070

F. Investigation of Typhoon Damage - When "ALL CLEAR" is declared, the Contractor may resume normal activities. The construction site will be investigated for all damage caused by the typhoon or high winds, and the result of the investigation will be furnished in verbal or written form to the COR as soon as practicable.

1.11. 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: Qualified installers shall have successfully completed 3 or more similar type jobs within the last 5 years. All workers shall be under the supervision of a licensed or certified person in the specific work being accomplished.

1.12. AIRFIELD SAFETY REGULATIONS

A. Prior to commencement of work each day, the Contractor shall coordinate with the Construction Inspector for his/her work or entry onto the airfield. The Construction Inspector will coordinate with Airfield Management through Airfield Management Operations and ensure the area under contract and sufficient access routing are made available to the Contractor.

Contractor personnel shall comply with the check in/out procedures set forth by the chief, Airfield Management for any work to be performed on or directly adjacent to airfield areas.

Contractor personnel shall stop by Airfield Management Operations, Building 703, 1st Floor, room 112, prior to start of work each day and at the close of work each day.

B. Access route to work areas shall be coordinated with the Construction Inspector. Travel will be on hard surface only, except in emergencies. Contractor vehicles requiring airfield access must display the appropriate airdrome decal in accordance with 374AWI 24-301(26 September 2002). To eliminate delays, decal requests must be submitted in writing, to 374OSS/OSAM, at least five (5) working days prior to the date access is required. Contractor personnel requiring access to restricted airfield areas must coordinate through 374OSS//ASAM daily to obtain radio (training by 374OSS is required) and any special instructions, pertaining to airfield operations, for that particular day of work. These requests should also be submitted in writing at least five (5) working days prior to work start to allow sufficient coordination and processing time.

During the construction, the Contractor has to have a radio at job site to be informed emergency aircraft operation by 374OSS/OSAM. Contractor vehicle with airdrome decals shall be kept at a minimum. All airdrome decals issued to the Contractor must be returned to 374OSS//ASAM upon job completion.

C. Prior to commencement of any work on or near the airfield, the Contractor as well as his/her employees shall receive the Airfield Drivers Training to be conducted by 374CES/CEO. The date and time of the training will be coordinated by the instructors with the Contractor through the Construction Inspector. Subsequently, using the "Contractors Flight Line Drivers Guide" pamphlet furnished in the course of the Airfield Management's training. The Contractor shall ensure that training is given to all his/her own vehicle operators including those of any and all

01 11 10-8

ZNRE 16-1070

his/her subcontractors and suppliers and that all vehicles are operated by or accompanied by properly trained individuals.

D. The Contractor shall take all necessary action to prevent introduction of foreign objects, trash, mud and windblown debris into the airfield area. Hauling trucks shall be provided with suitable covers satisfactory to Contracting Officer to prevent escape of materials being hauled.

2. PART 2 PRODUCTS

2.1. GENERAL:

A. Do not use materials containing greater than 0.1 percent asbestos in the project.

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

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

D. Do not use Class 1 ozone depleting substances.

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

END OF SECTION

SECTION 01 33 00

01 33 00-1

ZNRE 16-1070

SECTION 01 33 00 – SUBMITTAL PROCEDURES

1. PART 1 GENERAL:

1.1. SECTION INCLUDES:

A. Submittal procedures.

B. Construction progress schedules.

C. Shop Drawings.

D. Product Data.

E. Samples.

F. Manufacturer's certificates.

G. Manufacturer's installation instructions.

H. Construction photographs.

I. Qualifications.

J. Material Safety Data Sheets (MSDS).

1.2. WORK SCOPE:

A. Provide submittals for each item listed on Schedule of material submittals to 374 CONS/LGCB, Contracting Officer, for approval. Material submittals shall be descriptive information such as catalog cuts, diagrams, installation instructions published by the manufacturer including manufacturer’s name, material or equipment identification, type rating and catalog number or serial number to permit ready and complete identification. Submit each item in Japanese & English.

B. Submit four copies of the Material Safety Data Sheets (MSDS)/Safety Data Sheets (SDS) identified on the Schedule of material submittals to Government Inspector for 374 AMDS/SGPB (Bioenvironmental Engineering), 374 AW/SE (Safety) and 374 CES/CEIE (Environmental) to review. Submit the MSDS in English and Japanese indicating manufacturer’s name, point of contact, emergency telephone number, date prepared, hazardous ingredients/identity information, physical/chemical characteristics, reactivity data, health hazard data, precautions for safe handling and use, control measures, transportation and disposal procedure. And also submit estimated quantity of chemical used at the construction site.

C. Submit all shop drawing & material submittals before job site demolition begins.

01 33 00-2

ZNRE 16-1070

1.3. RELATED SECTIONS:

A. SECTION 01 11 10 - SUMMARY OF WORK.

B. SECTION 01 78 00 - CLOSEOUT SUBMITTALS

C. SECTION 02 41 00 30 - DEMOLITION

D. SECTION 26 00 00.00 30 - ELECTRICAL GENERAL REQUIREMENTS

E. SECTION 26 20 00.00 30 - INTERIOR WIRING SYSTEMS

1.4. DEFINITIONS:

A. SD-01 Data - Submittals which provide calculations, descriptions, or documentation regarding the work.

B. SD-02 Manufacture’s Catalog Data – Submittals which provide parts material and equipment or documentation regarding the work.

C. SD-04 Drawings - Submittals which graphically show relationship of various components of the work, schematic diagrams of systems, details of fabrication, layouts of particular elements, connections, and other relational aspects of the work.

D. SD-05 Calculations & Design Data- Mathematical process to illustrate the basis for building structural component selection & the relative component size to resist lateral, live & dead loads. Calculations also encompass gross to net area calculations, life safety travel distances, power & lighting load & mechanical load calculations.

E. SD-06 Instructions - Preprinted material describing installation of a product, system or material, including special notices and material safety data sheets, if any, concerning impedance, hazards, and safety precautions.

F. SD-07 Schedules: Tabular lists showing location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

G. SD-08 Statements - A document, required of the Contractor, or through the Contractor, from a supplier, installer, manufacturer, or other lower tier Contractor, the purpose of which is to confirm the quality or orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel, qualifications, or other verifications of quality, including personnel licenses and certifications, and written statement indicating previous construction work similar to the subject project.

H. SD-09 Reports - Reports of inspections or tests, including analysis and interpretation of test results. Each report shall be properly identified. Test methods used shall be identified and test results shall be recorded.

01 33 00-3

I. SD-12 Field Test - Reports of Pressure, air volume operation test or inspection at the work site. Each report shall be correctly provided. The Contracting Officer will conduct all field tests and operation specified in this section. Test methods used shall be identified and test results shall be recorded.

J. SD-13 Certificates - Statement signed by responsible official of a manufacturer of a product, system or material, attesting that the product, system or material meets specified requirements. The statement must be dated after the award of this contract, must name the project, and must list the specific requirements which are being certified. Certificates will also include the Material Safety Data Sheet (MSDS) and the Qualifications.

K. SD-14 Samples - Samples, including both fabricated and unfabricated physical examples of materials, products, and units of work as complete units or as portions of units of work.

L. SD-17 Sample Installations - Sample installations include mock up examples that depending on quality & material properties, may or may not be used in the finish work.

M. SD-18 Records - Documentation to record compliance with technical or administrative requirements. Records will also include the construction photographs.

N. SD-19 Operation And Maintenance Manuals - Data which forms a part of an operation and maintenance manual.

O. SD-20 Plans - Specific plans which outline project procedures, installation procedures, information tables, data collection.

P. SD-21 Warranty – Submit the manufacturers’ standard material warranty for specified products. Submit a warranty that is signed & dated by the manufacturer. The date must be within the current calendar year.

Q. Government Approved Submittals - Governmental approval is required for extensions of design, critical materials, acceptable variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Construction Inspector. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings." All Submittals listed in the text of these specifications are Government Approved (requiring documented Government approval) Submittals unless specifically stated otherwise.

R. Information Only Submittals - All Submittals not requiring Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

S. Submittal - A submittal is a package of project information, samples, drawings, schedules, certificates, etc., Submitted to the Government for review.

01 33 00-4

ZNRE 16-1070

T. Acceptable variation - A specific submittal item identified as an obvious alternative to the contract requirements and the contractor is requesting a substitution or change. Refer to SECTION 01 33 00 paragraph 1.11 for “EVIDENCE OF ACCEPTABLE VARIATION”.

U. Approval/Disapproval - The Government's judgment/determination whether a submittal complies with the plans and specifications.

1.5. SUBMITTALS:

A. Government approval is required for submittals with a "GA" designation; submittals having an "FIO" designation are for information only. The following shall be submitted in accordance with SECTION 01 33 00 – SUBMITTAL PROCEDURES.

B. SD-07 Schedules: Construction Schedule [GA]. Submit the construction schedule. The Contractor shall designate an authorized representative who shall be responsible.

C. SD-08 Statements: Contractor Statements [GA]. Submit statement and list of 3 construction projects completed within the last 5 years. Provide copies of certificates and licenses of supervising officials for the specific work being accomplished.

1.6. APPROVED SUBMITTALS:

A. Approved submittals indicate only that the general method of construction, materials, detailing and other information are satisfactory. Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control requirements of this contract, is responsible for the dimensions and design of adequate connections, details and satisfactory construction of all work.

B. After the Contracting Officer approved submittals, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation as to why a substitution is necessary. Submit substitutions as "acceptable variations".

1.7. INFORMATION ONLY SUBMITTALS:

A. Normally submittals for information only will not be returned. Government approval is not required on information only submittals. These Submittals will be used for information purposes.

B. The Government reserves the right to require the contractor to resubmit any item found not to comply with the contract. This does not relieve the contractor from the obligation to furnish material conforming to the plans and specifications and will not prevent the Government from requiring removal and replacement if nonconforming material is incorporated in the work.

C. This does not relieve the contractor of the requirement to furnish samples for testing by the Government laboratory or check testing by the Government in those instances where the technical specifications so prescribe.

01 33 00-5

1.8. DISAPPROVED SUBMITTALS:

A. Within 10 days, the Contractor shall correct disapproved submittals and furnish a corrected submittal. Submit the proper form and number of copies. Number the resubmitted with the same submittal sequence number and a sequential alpha numeric indicator. (for example: the second resubmittal of submittal number 3 is 3b.)

1.9. PURPOSE:

A. Submittals allow the Government to review the contractor's planned approach and measure compliance with the contract requirements. Submittals also allow the Contractor to propose acceptable variations, color choices, shop drawings, etc., early in the contract where changes have less impact on the material orders.

B. The contractor is wholly responsible for the contents of a submittal. Through the physical act of submitting, the Contractor certifies that all items listed or implied, fully meet the intended purpose, functionality and quality requirements of the plans and specifications, or are submitted as a specific acceptable variation.

C. A specific manufacturer identifies some products & material systems. This procedure is used to establish a basis for design, quality of materials & to simplify the specification & is not intended to limit open competition of any manufacturer or product. The contractor is responsible for providing the specified material or an equivalent that meets the specification characteristics. The equivalent is often identified in the specification as “or equal”.

1.10. EVIDENCE OF ACCEPTABLE VARIATION:

A. If a product proposed for use does not conform to requirement of the referenced specification, submit for approval to the 374CES/CEN Engineering Flight, evidence that the proposed product is either equal to or better than the product specified. The submittal shall include the following:

1) Identification of the proposed substitute;

2) Reason why the substitution is necessary;

3) A comparative analysis of the specified product;

4) The differences between the specified product and the proposed substitute; and

5) Other information necessary for an accurate comparison of the proposed substitute and the specified product.

01 33 00-6

ZNRE 16-1070

2. PART 2 PRODUCTS:

2.1. QUALIFICATIONS:

A. Submit copies of license or certification with photo and renewal/retraining record of each work item listed below to 374CES/CEN Engineering Flight for approval.

B. Those qualified personnel who with license or certification shall be at the job site either directly supervising or performing architectural, electrical, and mechanical work. Minimum

(2) certified personnel are required to submit for (each license or certification.) The government will require submission of Additional licensers in accordance with the Japanese Construction Standard Law besides the below. During construction, the Contracting officer and/or the Government Inspector can verify the submitted qualification without any prior notice.

Item No.

Work Item Work Type Issuing/Authorization Organization/Agency

Submittal Type

Electrical Construction

Quality Control and management for Electrical Construction

1st Class Electric Works Execution Manager (1-kyu Denkikoji Sekoukanrigishi) Ministry of Land, Infrastructure and Transport (Kokudo- Koutsuu Shou) (Authorization)

Certificate License

2 Electrician Installation of Electrical Equipment, Interior and Exterior

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

License

3 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

Certificate Certificate

Certificate

Certificate

2.2. SHOP DRAWINGS:

A. As a minimum, shop drawings illustrate the construction details & installation technique.

B. Shop drawings are an extension of the project drawings. Use shop drawings to indicate dimensions, fastener type, fastener spacing, structural supports, material finishes, material thickness’, & construction joints excluded from the project drawings for clarity.

C. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

01 33 00-7

ZNRE 16-1070

2.3. PRODUCT DATA:

A. As a minimum, product data describes the material properties, identifies usage & lists the production standards. Mark each copy to identify applicable products, models, options, and other data. Supplement the manufacturers' standard data to provide information unique to this Project.

B. Product data is used to ensure submittal compliance with the specifications. Indicate Product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

2.4. SAMPLES:

A. Submit samples to illustrate functional and aesthetic characteristics of the specified products. Submit all the necessary exposed accessories with system samples where installed finish is visible.

B. Unless otherwise specified, submit the manufacturers standard color catalog & the material sample brochure so the government can select from the full range of manufacturers' standard colors, textures, and patterns. The government will retain all catalogs & brochures.

C. If a material is specified by color name, submit a full size sample or a manufacturer’s representative (sales) sample.

D. Reviewed samples which may be used in the project are indicated in individual specification sections.

2.5. MANUFACTURER INSTALLATION INSTRUCTIONS:

A. Manufacturer’s installation instructions describe the construction sequence for individual materials or systems. Submit printed instructions for delivery, storage, assembly, installation start-up, adjusting, and finishing for review.

B. If shop drawings are not submitted to detail non-standard conditions, indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

2.6. MANUFACTURER CERTIFICATES:

A. Manufacturer certificates are requested when industry standards are unavailable or when unique material items or warranties are specified. MSDS is a manufacturer certificate submittal also.

B. When requested, submit original manufacturer’s certificates signed by the material manufacturer, not the supplier. Only current certificates (within the calendar year) will be accepted.

01 33 00-8

ZNRE 16-1070

C. As a minimum, the certificate must indicate that the product conforms to or exceeds the specification requirements.

3. PART 3 EXECUTION:

3.1. PROCEDURE:

A. Use the Government provided Submittal Schedule as a guideline to schedule material submittals & material orders. The contractor is responsible for allowing sufficient material lead time. Submit a submittal on each specific item identified in the schedule. The Government may request submittals in addition to those listed if more information is needed to understand the submitted item(s) or system(s).

B. At time of award, the Contracting Officer will furnish submittal forms (AF Form 3000).

Coordinate the submittals with the approved Contract Progress Chart/Schedule. Comply with the specific contract requirements for the each item listed in the specifications and drawings.

The Government will not pay for material or equipment which does not comply with contract requirements.

C. In submittals, include items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals including parts list;

certifications; & warranties.

D. Reference: On each submittal, reference the applicable specification section, page number & paragraph or drawing sheet number/detail number & the corresponding item number from the AF Form 3000.

E. Submit (3) three submittals (four for MSDS) for each item noted to the Contracting Officer. Each submittal will be returned, marked to indicate approval or disapproval. Provide complete Contractor or Supplier submittals which accurately describe the items in the necessary detail required for a full review. Submit only one (1) original AF Form 3000 with the 3 (4 for MSDS) copies of accompanying literature. Do not use carbon paper for additional copies. Submit each item in English & Japanese.

F. The Submittal of a "system", either as a routine action or as an acceptable variation, is considered a single submittal of an integrated collection of component parts.

G. An approved submittal, in whole or in part, does not constitute approval of any substitution or acceptable variation.

H. Clearly identify proposed acceptable variations from the contract requirements. Identify all requests for acceptable variations on AF Form 3000. With an acceptable variation request, include the benefit gained by the variation.

01 33 00-9

ZNRE 16-1070

I. Allow 14 calendar days for each submittal review. If disapproved, allow an additional 14 calendar days for each resubmittal review.

J. Incomplete, unclear submittals or items submitted in the wrong format will be disapproved.

3.2. SCHEDULING:

A. Schedule all submittals for component parts forming whole systems together. Submit certifications accompanying drawings together. No delay damages or time extensions will be allowed for time lost in late submittals. Allow an additional 14 calendar days for review and approval of Submittals for food service equipment, refrigeration and HVAC control systems.

3.3. AS-BUILT DRAWINGS:

A. Refer to Section 10 78 00, “CLOSEOUT SUBMITTALS”.

SECTION 01 78 00

01 78 00-1

ZNRE 16-1070

SECTION 01 78 00 – CLOSEOUT SUBMITTALS

1. PART 1 GENERAL

1.1. REFERENCES

A. 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.

B. ASTM INTERNATIONAL (ASTM)

1) ASTM E1971 (2005; R 2011) Stewardship for the Cleaning of Commercial and Institutional Buildings

C. GREEN SEAL (GS)

1) GS-37 (2012) Cleaning Products for Industrial and Institutional Use

D. U.S. ARMY CORPS OF ENGINEERS (USACE)

1) TR-06-X (2006; Supplement 2009) A/E/C (Architectural, Engineering, and Construction) CADD Standard - Release 3.0

E. U.S. DEPARTMENT OF DEFENSE (DOD)

1) UFC 1-300-08 (2009, with Change 2) Criteria for Transfer and Acceptance of DoD Real Property

1.2. SUBMITTALS

A. Submit the following in accordance with Section 01 33 00, "SUBMITTAL PROCEDURES".

1.2.1. SD-11, Closeout Submittals

1) As-Built Mark Ups

2) As-Built Drawings (Hard copy)

3) As-Built Finals (CD-ROM)

4) Real Property Documentation, DD Form 1354

1.3. AS-BUILT DRAWINGS:

A. Drawings showing final as-built conditions of the project. The final as-built drawings shall consist of one set of electronic CADD drawing files, 3 sets of hard copies, and one set of the approved working as-built drawings. CADD drawing files shall be formatted with the 374 CES format in DWG and PDF file format.

B. Submit a complete Geo-Referenced AutoCAD 2010 drawing no earlier than AutoCAD 2007 file format as-built. 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 Department of Defense A/E/C standard. The A/E/C standard can be

01 78 00-2

ZNRE 16-1070

provided by the government or downloaded from USACE website at https://cadbim.usace.army.mil/default.aspx?p=a&i=7&t=1

C. The AutoCAD as-built drawing file will be delivered on a 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.

1.3.1. Working As-Built and Final As-Built Drawings

A. Changes from the contract plans which are made in the construction work or additional information which might be uncovered in the course of construction shall be accurately and neatly recorded as they occur by means of details and notes. Final as-built drawings shall be prepared after the completion of each definable feature of work. The working as-built marked prints and final as-built drawings will be jointly reviewed for accuracy and completeness by the 374 CES Engineers and the Contractor. The actual location, kinds and sizes of all sub-surface utility lines shall be properly described. In order that the location of lines and appurtenances shall be indicated by offset dimensions to two permanently fixed surface features and the end of each run including each change in direction. Valves, splice boxes and similar appurtenances shall be located by dimensioning along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

1.3.2. Drawing Preparation

A. The as-built drawings shall be modified as may be necessary to correctly show the features of the project as it has been constructed by bringing the contract set into agreement with approved working as-built prints, and adding such additional drawings as may be necessary.

These working as-built marked prints shall be neat, legible and accurate. These drawings are part of the permanent records of this project and shall be returned to the Government after approval by the Government. Any drawings damaged or lost by the Contractor shall be satisfactorily replaced by the Contractor at no expense to the Government.

1.3.3. Computer Aided Design and Drafting (CADD) Drawings

A. Only personnel proficient in the preparation of CADD drawings shall be employed to modify the contract drawings or prepare additional new drawings. Additions and corrections to the contract drawings shall be equal in quality and detail to that of the originals. Line colors, line weights, lettering, layering conventions, and symbols shall be the same as the original line colors, line weights, lettering, layering conventions, and symbols. If additional drawings are required, they shall be prepared using the specified electronic file format applying the same graphic standards specified for original drawings. The title block and drawing border to be used for any new final as-built drawings shall be identical to that used on the contract drawings.

Additions and corrections to the contract drawings shall be accomplished using CADD files.

The electronic files will be supplied on compact disc, read-only memory (CD-ROM) The Contractor shall be responsible for prepare all program files and hardware necessary to prepare final as-built drawings. The Government will review final as-built drawings for accuracy and the Contractor shall make required corrections, changes, additions, and deletions.

01 78 00-3

ZNRE 16-1070

1.4. OTHER DOCUMENTS:

A. The Contractor shall provide following requirements upon requested by the Government:

1.4.1. Operation and Maintenance Manuals

A. Operation manuals and maintenance manuals shall be submitted as specified. Operation manuals and maintenance manuals provided in a common volume shall be clearly differentiated and shall be separately indexed. Spare parts list shall be attached with maintenance manual.

1.5. Field Tests

A. Field-testing shall be performed in the presence of the Construction Inspector. The Contractor shall furnish all materials, labor, and equipment necessary to conduct field tests. The Contractor shall perform all tests and inspections recommended by the manufacturer unless specifically waived by the Construction Inspector. The Contractor shall maintain a written record of all tests, which includes date, test performed, personnel involved, devices tested, serial number and name of test equipment, and test results. All field test reports will be signed and dated by the Contractor. Upon completion and testing of the installed system for performance, disinfection, and other field tests, test reports shall be submitted in booklet form showing all field tests performed to adjust each component and all field tests performed to prove compliance with the specified performance criteria. Each test report shall indicate that final position of controls.

1.5.1.1. Safety

A. The Contractor shall provide and use safety devices such as rubber gloves, protective barriers, and danger signs to protect and warn personnel in the test vicinity. The Contractor shall replace any devices or equipment, which are damaged due to improper test procedures or handling.

1.5.1.2. Operating Tests

A. After the installation is completed, and at such time as the Construction Inspector may direct, the Contractor shall conduct operating tests for approval. The equipment shall be demonstrated to operate in accordance with the requirements herein. Each device subject to manual operation shall be operated at least five times, demonstrating satisfactory operation each time.

2. PART 2 PRODUCTS

2.1. REAL PROPERTY DOCUMENTATION:

A. The Contractor will complete a DD Form 1354 for each building. A draft DD Form 1354 must be submitted at the 100 % design submittal stage. At the final inspection, an interim DD Form 1354 must be submitted showing all facility features and quantities. The costs shall be as close as possible. Within 30 days of task order financial closeout, the final DD Form 1354 must be submitted, updated to reflect all final costs.

01 78 00-4

SECTION 02 41 00 30

02 41 00 30-1

ZNRE 16-1070

SECTION 02 41 00 30 - DEMOLITION

1. PART 1 GENERAL

1.1. SECTION INCLUDES:

A. Removal of designated building equipment and fixtures

B. Removal of designated construction

C. Disposal of materials

D. Identification of utilities

E. Refer to items

1.2. RELATED SECTIONS:

A. SECTION 01 33 00 – SUBMITTAL PROCEDURES

1.3. WORK SCOPE:

A. Demolition work includes disassembly, salvage of identified items and materials, and removal of resulting rubbish and debris. To avoid accumulation at the demolition site, remove all rubbish and debris from Government property daily, unless otherwise directed. Store materials that cannot be removed daily in Government designated areas. Salvage identified items and dispose of all materials not specifically identified as salvage.

1.4. DEFINITIONS:

A. Demolish: To destroy or wreck or disassemble.

B. New (Item): A term used to indicate that an article or component is provided as new work under this contract.

C. Protect (Item): A term used to indicate an item that requires protection from other work.

The type of protection will be specified.

D. Remove (Item): A term used to indicate a specific item to be removed and discarded.

Synonym - Demolish.

E. Salvage (Item): Synonym for Retain/Reuse. A term used to indicate a specific item to be removed and replaced or stored for reuse later.

1.5. REFERENCES:

A. National Fire Protection Association (NFPA) 241, Standard for Safeguarding Construction, Alteration, and Demolition Operations.

1.6. SUBMITTALS:

A. Government approval is required for submittals with a "GA" designation; submittals having an "FIO" designation are for information only. Submit the following in accordance with

SECTION 01 33 00 – SUBMITTAL PROCEDURES.

02 41 00 30-2

ZNRE 16-1070

1.7. REGULATORY REQUIREMENTS:

A. Consult a local code for demolition work & dust control. Consult applicable code for electrical disconnection and re-connection when required.

B. Do not close or obstruct egress width to any building or site exit.

C. Reference SECTION 01 11 10 - SUMMARY OF WORK for utility interruption.

D. Cease demolition and contact the contracting officer immediately when hazardous or contaminated materials are discovered.

E. Dispose of all demolition material in an approved landfill except noted.

1.8. PROJECT CONDITIONS:

A. Conduct demolition to minimize interference with adjacent and occupied building areas.

B. Cease operations immediately if structure appears to be in danger and notify inspector and Contracting Officer. Do not resume operations until directed.

1.9. DUST CONTROL:

A. Prevent construction dust from spreading to occupied portions of the construction site and the surrounding area. Do not use water to control dust when it will result in, or create, hazardous or objectionable conditions such as ice, flooding or pollution.

1.10. PROTECTION:

A. Protecting Existing Property: Before beginning any demolition work, carefully survey the site and examine the drawings and specifications to determine the extent of the work. Take all necessary precautions to avoid damage to existing items, salvaged items, and Government property. Repair or replace damaged items as approved by the Contracting Officer at Contractor’s expense.