Attach__1_SPECIFICATION_(PAINT_IDIQ)_2016.pdf

INTERIOR/EXTERIOR FINISH (IDIQ), BASIC YOKOTA AIR BASE, JAPAN

TABLE OF CONTENTS Page 1

DEPARTMENT OF THE AIR FORCE

374TH CIVIL ENGINEERING

YOKOTA AIR BASE, JAPAN

INTERIOR/EXTERIOR FINISH (IDIQ) AT YOKOTA AB & OFF-BASE SITES

DATE: 22 JAN 16

CONTRACT SPECIFICATION TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 41 00 ENVIRONMENTAL PROTECTION

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 16. 00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

02 82 16.01 ASBESTOS BULK SAMPLING

02 82 33. 13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

DIVISION 03 - CONCRETE

03 01 30.71 CONCRETE REHABILITATION

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 09 - FINISHES

09 29 00 GYPSUM BOARD

09 51 00 ACOUSTICAL CEILINGS/TREATMENT

09 67 23.14 CHEMICAL RESISTIVE RESINOUS FLOORING

09 90 00 PAINTS AND COATINGS

APPENDIX – SCHEDULE OF MATERIAL SUBMITTALS

-- End of Table of Contents --

Section 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM E 2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Provide submittals for each item listed on Appendix, Schedule of Material Submittals, to 374 CONS/LGCB, Contracting Officer for approval. The Contractor is responsible for certifying that all submittals comply with the contract requirements. Below are some examples of the site management/ control related submittals. Other specific submittal to be submitted is described in each specification section:

AF Form 103

Submit the following applicable outage/permits to 374th CES/CENMP prior to the start of work with AF103 Form prior to 21 days advance for government permission prior to the start of work:

Utility Outage Requests

Traffic Access

Excavation Permits

SD-03 Product Data

Suspended scaffolding (Gondola) “G”

SD-07 Certificates

Certificate of Training (Gondola Toriatsukai Gyomu Tokubetsu Kyoiku)”G”: A written report providing evidence of qualifications for all the personnel who is going to ride and operate the suspended scaffolding (gondola).

Certificate of Supervising Scaffolding Building: ”G”

Section 01 11 00 Page 2

Ashibanokumitatetousagyoushuninsha Certificate

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

Interior/Exterior Finish (IDIQ), Basic contract includes paint work for interior & exterior such as wall/floor/ceiling & associated work for all eligible facilities at Yokota Air Base and Off-Base Sites. Furnish all parts, labor, materials, tools and equipment, transportation, supervision and all operations identified in these specifications.

Additionally, This (IDIQ) includes lead-based paint abatement to meet DOD Japan Environmental Governing Standards (JEGS), Dec 2012. These works are required to support the 374 Mission Support Group Base Civil Engineering (BCE) activities headquartered at Yokota Air Base, Japan.

Individual task order/ jobs will vary in size & scope, which include:

Floor: coatings, surfacing, graphics, lines, for floor surfaces.

Structure: painting/coating for framing, structural framing, towers, water tanks for a variety of surfaces.

Wall: surface preparation, paint, graphics, for a variety of wall surfaces.

Ceiling: Surface preparation, paint, for a variety of ceiling surfaces.

Protection: Includes all pre-abatement activities to seal the facility or abatement for lead paint area.

Demolition: Demolition includes the actual lead-based paint and asbestos abatement activity. Asbestos bulk sampling & analysis.

Disposal: Disposal includes the actual trash involved in the demolition/abatement.

1.3.2 Location

The work shall be located at the various facilities at Yokota AB and off-base sites (Fuchu, Yuki, Tama, Tokorozawa, Owada, and Momote).

1.3.3 Performance Period

Performance period will be established for each task order.

1.4 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

Contract drawings are as follows: Total 2 sheets to show various facilities at Yokota AB and off-base sites.

DRAWINING TITLE

NO. 8665 INTERIOR/EXTERIOR FINISH (IDIQ), Basic, Site Map

1.5 WORK SCHEDULING AND GENERAL INFORMATION

Section 01 11 00 Page 3

Work Hours: Contractor work hours are from 0730 to 1630, Monday through Friday, 5 days a week, including Japanese holidays, but excluding U.S. legal holidays. However, the Contractor may work other than the general work hours upon the Government’s request and approval for 24 hours, 7 days a week, on special occasions.

Holidays: Recognized US legal holidays are listed below:

1. January 1 - New Year's Day

2. January, 3rd Monday - Martin Luther King 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

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

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

Weekend Work: Do not perform weekend work without advance permission. Submit weekend work requests at least the Wednesday before the desired weekend workday. Proceed with weekend work only if after contractor receives Government approval.

As-Built Drawings: Provide the lead base abated plan and asbestos abated plan, see SECTION 02 82 33 and SECTION 02 82 16.00 20 and provide as built drawings for required architectural project.

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

Smoking is allowed in the Designated Tobacco Areas (DTAs) only.

Base Parking Use: Contractor shall inform each subcontractor for general rule of use of base parking lot. Especially, designated parking lot for Distinguished Visitors and base residents are reserved.

Material Disposal: Remove and dispose of all construction debris off base in accordance with Japanese laws. In case that the lead-based paint debris remains on base work site after workday, the contractor shall clean up the debris at each end of work day and debris shall not to be scattered. Report amount of construction debris generated, disposed.

Section 01 11 00 Page 4

Contract Administration: The Contracting Officer will provide to the Contractor a listing of the names of the Administrative Contracting Officer, Contract Administrator, and Construction Inspector, their organizational codes and telephone numbers at the time of award or at the pre-performance conference. The Construction Inspector is the Contracting Officer’s Representative (COR) as defined and designated under the clause at DFARS 252.201-7000 in Section I.

Designation of Government Inspector: The Base Civil Engineer or his/her authorized representative is designated as the representative of the Contracting Officer for the purpose of technical surveillance of workmanship and inspection of materials for work being performed under this contract.

This designation in no way authorizes anyone other than the Contracting Officer to commit the Government to changes in the terms of the contract. The inspector is not authorized or required to perform the quality control for the contract.

Inspection and Acceptance: (in accordance with FAR 46.401(b) and 46.503)

A. Inspection and acceptance will be at destination(s) specified in individual Task Order.

B. Notice of Completion of Task Order/Final Inspection:

1. When the Contractor is ready for final inspection, a request will be forwarded in writing to the Contracting Officer or his/her designated representative unless prior verbal arrangements have been made. Final inspection will normally be requested three (3) working days prior to the desired date or as otherwise negotiated with the Contracting Officer.

Final inspection shall be scheduled prior to the completion date of the applicable task order, between 0800 and 1600, Monday through Friday, excluding US legal holidays.

2. Once the Contractor has requested a final inspection, the Government Inspector may then conduct a pre-final inspection. Should discrepancies be noted, the Contractor will correct the problems prior to the final inspection.

3. Final inspection will be performed with representation from Contracting, Civil Engineering and the Contractor as a minimum. Should discrepancies be noted, the punch list items are to be completed within the established performance period of the Task Order. The Contracting Officer reserves the right to both decline the Contractor’s request for a final or suspend a final inspection when it is evident that the Contractor is not ready for the final inspection.

Communication Language: All documents required under this contract, including but not limited to, submittals, all written correspondence, written communication documents, letters, memos, emails, requests, etc., shall be written in English or translated in English before being provided to the Government by the Contractor. Delays encountered because a translation was not provided shall be the Contractor’s responsibility. Also, it is contractor’s responsibility to provide English speaking personnel fluent in both Japanese and English when dealing with the Government.

Section 01 11 00 Page 5

1.6 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability.

Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.

Consider the durability, maintainability, and flexibility of building systems.

f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

1.7 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

The contractor shall coordinate with user through construction inspector, for the project/facility which requires special coordination/arrangement for high security area/facility for such as escort procedure requirements, witness coordination, and any other special conditions per each project requirement basis as required. Secured areas require 100% escort during site work. In the secure area, the Contractor may by limited to the number of workers escorted. Coordination with the using agency shall be required.

1.8 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, Section 01 11 00 Page 6 existing work shall be in a condition equal to or better than that which existed before new work started.

1.9 PERMITS

1.9.1 On Site Permits

Permits shall be posted at a conspicuous locations in the construction area.

1.9.1.1 Utility Outage Requests and Utility Connection Requests

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).

Utility Outages: Provide at least 21 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.

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends.

Contracting Officer may permit utility outages at his/her discretion.

Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

1.9.1.2 Traffic Access

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

1.9.1.3 Excavation

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.

1.9.2 Request for contractor’s employee and vehicle passes:

1. Thirty (30) calendar 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)

Section 01 11 00 Page 7

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.

1.10 INSTALLATION SAFETY AND FIRE REGULATIONS:

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

a. Vehicle Traffic Supervision. YABI 31-116, Motor Vehicle Traffic Supervision

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

Engineers

c. NFPA 241, Safeguarding Construction, Alteration, & Demolition Operation

1.11 FIRE SAFETY STANDARDS DURING CONTRACTOR PERFORMANCE

1.11.1 GENERAL REQURIREMENTS

1.11.1.1 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.

1.11.1.2 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.

1.11.1.3 All fires, regardless of size, 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.

1.11.1.4 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.

1.11.1.5 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

Section 01 11 00 Page 8 repair installed systems.

1.11.2 FLAMMABLE AND COMBUSTIBLE LIQUIDS AND GASSES

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

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

1.11.1.3 Flammable storage areas shall be marked with bilingual signs.

1.11.3 HOT WORK OPERATIONS

1.11.3.1 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:

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

1.11.3.1.2 Remove combustible material to a safe location.

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

1.11.3.1.4 Ensure fire detections and suppression systems will not be affected by the operation being preformed.

1.11.3.2 Thoroughly inspect the area after operations has been completed to ensure that the area is free of fire hazards caused by the operation.

1.11.3.3 Return the welding permit to the Fire Emergency Services

Flight,Fire Prevention Office upon expiration of welding permit or completion of the work.

1.11.4. DRIVING RESPONSIBILITIES

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

1.11.4.2 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.

1.11.5. TYPHOON AND STORM PREPARATIONS

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.

1. Typhoon Condition 3 - When CONDITION THREE (destructive winds possible within 48 hours) is declared, Contractor

Section 01 11 00 Page 9 shall:

a. 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.

b. 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.

c. 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.

2. Typhoon Condition 2 - When CONDITION 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 IX.1.a. above and the construction site will be inspected for storm preparation by the Construction Inspector. The Contractor shall request an inspection by calling the Construction Inspector.

3. Typhoon Condition 1 - When CONDITION 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.

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

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

c. No igniting source is present.

d. All workers have been evacuated from the construction site.

A. When Condition 1 is declared without the normal progression through Condition 3 and/or 2, the Contractor will take the actions listed in paragraph IX.1.a above, and also follow the procedures described herein.

1. 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 IX.1.a and IX.1.b 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.

2. 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

Section 01 11 00 Page 10 form to the Construction Inspector as soon as practicable.

PART 2 PRODUCTS

2.1 GENERAL

A. Do not use materials containing asbestos in the project.

B. Do not use materials containing lead-based paint over 0.009 percent by weight of nonvolatile content in the project.

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

D. Do not use Class 1 ozone depleting substances.

2.2 SUSPENDED PLATFORM (GONDORA):

Suggested Sources:

NIHON BISOH CO., LTD, Rental Division, Tama Rental Office, 4-43-1, Gakuen, Musashimurayama-shi, Tokyo. Tel: (042)-567-5881

TOYO GONDOLA CO., LTD, 2418, Yabe-cho, Totsuka-ku, Yokohama-shi, Kanagawa, 245-0053. Tel: (045)-810-1502

SANSEI GONDOLA RENTA LEASE CO., LTD, 3-19-53, Izumi-cho, Suita-shi, Osaka.

Tel: (06)-6337-2911

The specific manufacturer’s are listed to establish minimum quality standards and are not intended to limit competition. Other sources are acceptable as long as it meets the minimum quality standards.

PART 3 EXECUTION

3.1 SUSPENDED PLATFORM (GONDOLA)

Contractor can use either regular scaffolding or suspended platform (gondola) as needed.

All the workers assigned to ride and operate the suspended scaffolding (gondola) shall be required to have completed training program for the gondola. Those who have not completed the training must not ride the gondola.

Safety Measures:

All operators shall thoroughly recognize and acknowledge the particular nature of the operating environment and pay full attention to the protection of related equipment and the operating environment, as well as carrying out and controlling the operation under the strictest system to avoid injury or harm to any occupants, other passerby, or traffic.

All operators shall attend a preliminary safety meeting every morning to enhance safety consciousness and ensure strict observance of all regulations and instruction.

All operators shall be sure to wear a safety helmet and belt.

All tools shall have a safety cord attached, provided that such does not hinder any operations, to prevent it from being dropped (the cord shall be secured to the gondola and operator’s body).

Section 01 11 00 Page 11

All operators shall endeavor to keep everything neat and tidy as part of their daily routine and carry out unnecessary materials at the early stage, as well as never neglecting safety inspection and maintenance, both for their own protection and that of others, as precautions against any dangers from whatever chance (but shall make every effort not to interfere with passerby or traffic).

After the day’s work, all gondolas and curing nets shall be secured to the upper curing stage and lowered, respectively.

All gondolas and curing stages shall be installed at a time when there are least occupants and other passerby.

Do not operate gondola on rainy or windy days when operating gondola causes danger to the operators or to personnel in the area.

Cautions on the use of gondola:

The maximum load must be observed (must be displayed on the gondola itself).

Stepladders or ladders must not be used in the gondola.

All operators must wear a safety helmet, full harness-type safety belt, a jumper or other type of shirt with an elasticized hemline, or tuck the shirt into the trousers. They also must tuck the bottom of the trousers into the boots and put on a pair of safety boots.

The hook of the safety belt must be hung in the safety stopper.

When working on the gondola, preliminary checks must be conducted. (All items on the preliminary checklist must be checked for abnormalities.)

After working on the gondola, all power sources for all gondolas must be switched off. (No outsider shall be allowed to use the gondola.)

Provide curing platform scaffolding at the bottom of the safety netting for safety. In addition to platform scaffolding, all scaffolding shall be compliance with the latest labor, safety, hygiene regulation (scaffolding).

3.2 ELECTRICITY:

A. Provide electricity to operate the gondola through a panel board. The power shall be provided through primary for backup electric power in the mechanical room for the elevator. The contractor shall check existing current condition to see if the additional electricity for the gondola will not hinder current supply.

B. Temporary Ventilations for interior painting work: when ventilators are running while the painting work is in progress, the contractor shall be responsible for stopping ventilators for 10 to 15 minutes for every hour to prevent the motors from being weary. A back-up ventilator shall be employed in case that a running ventilator becomes out of order.

B. Unit shall be propeller type, assembled on a reinforced metal case covers.

Fan suction and discharge openings shall be round duct with safety wire mesh type, propeller shaft shall be direct or v-belt drive and bearings shall be ball or roller type, sealed and permanently lubricated with provisions to accommodate end thrust. The fan motor shall be enclosed in an air cooled

Section 01 11 00 Page 12 case, and installation of on floor type. Fan motors shall be 120V, 50Hz, single-phase type. Contractor shall provide enough capacity and number of fans to ventilate the air of the construction site.

3.3 SCAFFOLDING:

Scaffolding shall be disassembled and removed the entire assembly after completion of the project, and all necessary scaffolding parts combination is to meet the latest labor, safety, hygiene regulation (scaffolding) and JASS 2 shall be incorporated. The contractor shall provide all labor, materials, equipment and any other necessary work/item to complete the task order.

Contractor shall provide certified personnel to supervise for building scaffolding and disassembling work process to ensure safety during construction including both contractor workers and Yokota Air Base community.

Contractor shall provide condition to existing condition with any repair as required after disassembling of scaffolding work.

3.4 GENERAL QUALITY CONTROL:

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.

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

Installer shall have experienced satisfactory for the items/work to be installed for this project described in this scope of work at least 2 years before bid opening.

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.

Those qualified personnel with license or certification shall be at the job site, either directly supervising or performing each discipline’s work.

During construction, the Contracting officer and/or the Construction Inspector can verify the submitted qualification without any prior notice.

Construction License: Contractor must be licensed for Construction License (Kensetugyo No kyoka) issued by the Minister of Land, Infrastructure and Transport, Japan or a prefectural governor in Japan for both licenses with Special Construction License as below and also those license must be valid for engaging period of Interior/Exterior Finish (IDIQ), Basic contract.

Construction License (Kensetugyo No kyoka) -General Building (Kenchiku Isshiki Kouji/Kenchiku Kouji gyo) -Painting (Tosou Kouji / Tosou Kouji gyo)

-- End of Section -–

INTERIOR/EXTERIOR FINISH,(IDIQ), BASIC YOKOTA AIR BASE, JAPAN

Section 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Provide submittals for each item listed on Appendix, Schedule of Material Submittals, to 374 CONS/LGCB, Contracting Officer for approval. Material submittals shall be descriptive information such as (but not limited to) 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, and other such required submittals. Provide English submittals or Japanese submittals with English translation. Additional submittals other than listed on Schedule of Material Submittals can be requested by the government any item for quality control purpose.

Submit 4 copies of the Material Safety Data Sheets (MSDS)/Safety Data Sheets (SDS) identified on Schedule of Material Submittal to 374CES/CENMP for approval of 374 CES/CEIE (Environmental), and review by 374 AMDS/SGPB (Bioenvironmental Engineering) and 374 AW/SE (Safety). Submit the MSDS/SDS in English and Japanese if Japanese products and it is available, 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.

Estimated quantity of chemicals used for the project shall be specified in the submittal. In addition, after the construction project is finished, resubmit actual quantity of chemical consumed for the project.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

Preconstruction Submittals

Submittals which are required prior to the start of construction (work) needs to be submitted after each project contract award. Provide information

Section 01 33 00 Page 2 necessary such as schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work. The Contracting Officer can request contractor’s submission of any additional submittals prior to the start of construction work which is not limited to;

Proposed product submittals

Qualifications

Proposed Construction Schedule

AF103

SD-02 Shop Drawing

Submit work plan prior to the commencement of work for government approval.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements.

(Testing must have been within three years of date of contract award for the project.)

Section 01 33 00 Page 3

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements.

Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

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SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only.

Submit the following in accordance with this section.

Contractor Qualifications “G”: Submit copies of license and/or current certification photo of the certified person for each applicable work item.

Refer, 2.1.

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved [G]

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Government approval is required for any deviations from the Solicitation or Accepted Proposal and other items as designated by the Contracting Officer.

1.4.2 Information Only

Submittals not requiring Government approval will be for information only. For Design-build construction all submittals not requiring Designer of Record or 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.

1.5 PREPARATION

1.5.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels to office of approving authority. Transmit submittals with transmittal form

Section 01 33 00 Page 5 prescribed by Contracting Officer and standard for project. On the transmittal form, identify Contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals.”

1.5.2 Identifying Submittals

When submittals are provided by a Subcontractor, the Prime Contractor is to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Date of the drawings and revisions.

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other subcontractor associated with the submittal.

e. Section number of the specification section by which submittal is required.

f. Submittal description (S) number of each component of submittal.

g. When a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18a, to indicate resubmission.

h. Product identification and location in project.

1.5.3 Format for SD-02 Shop Drawings

a. Shop drawings are not to be less than 210 by 297 mm nor more than 1189 by 841 mm, except for full size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless other form is required. Drawings are to be suitable for reproduction and be of a quality to produce clear, distinct lines and letters with dark lines on a white background.

b. Present 11x17 sized shop drawings as part of the bound volume for submittals required by section. Present larger drawings as required.

c. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying Submittals."

d. Number drawings in a logical sequence. Contractors may use their own number system. Each drawing is to bear the number of the submittal in a uniform location adjacent to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

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e. Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

f. Include the nameplate data, size and capacity on drawings. Also include applicable federal, military, industry and technical society publication references.

1.5.4 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions

a. Present product data submittals for each section as a complete, bound volume. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted;

indicate specification section number and paragraph number to which it pertains.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project, with information and format as required for submission of SD-07 Certificates.

d. Provide product data in metric dimensions. Where product data are included in preprinted catalogs with English units only, submit metric dimensions on separate sheet.

e. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry and technical society publication references. Should manufacturer's data require supplemental information for clarification, submit as specified for SD-07 Certificates.

f. Collect required data submittals for each specific material, product, unit of work, or system into a single submittal and marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of construction effort.

g. Submit manufacturer's instructions prior to installation.

1.5.5 Format of SD-04 Samples

Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

a. Sample of Equipment or Device: Full size.

b. Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

c. Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by

11 inches and adequate to indicate color, texture, and material variations.

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d. Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

e. Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

f. Color Selection Samples: 2 by 4 inches or larger as requested. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

g. Sample Panel: 4 by 4 feet.

h. Sample Installation: 10 square feet or as requested.

Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range. Mark each unit to describe its relation to the range of the variation.

Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to be in undamaged condition at time of use.

Recording of Sample Installation: Note and preserve the notation of area constituting sample installation but remove notation at final clean up of project.

When color, texture or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.5.6 Format of SD-05 Design Data and SD-07 Certificates

Provide design data and certificates on 8 1/2 by 11 inches paper. Provide a bound volume for submittals containing numerous pages.

1.5.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Provide reports on 8 1/2 by 11 inches paper in a complete bound volume.

Indicate by prominent notation, each report in the submittal. Indicate specification number and paragraph number to which it pertains.

1.5.8 Format of SD-10 Operation and Maintenance Data (O&M)

Submit three copies of O&M Data.

1.5.9 Format of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

a. Provide all dimensions in administrative submittals in metric. Where

Section 01 33 00 Page 8 data are included in preprinted material with English units only, submit metric dimensions on separate sheet.

b. Provide all dimensions in administrative submittals in metric. Where data are included in preprinted material with English units only, submit metric dimensions on separate sheet.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of SD-02 Shop Drawings

Submit three copies of shop drawings requiring review and approval by Contracting Officer.

1.6.2 Number of Copies of SD-03 Product Data and SD-08 Manufacturer’s Instructions

Submit in compliance with quantity requirements specified for shop drawings.

1.6.3 Number of Samples SD-04 Samples

a. Submit one sample, or two sets of samples showing range of variation, of each required item.

b. Submit one sample panel or provide one sample installation where directed. Include components listed in technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of non-solid materials.

1.6.4 Number of Copies SD-05 Design Data and SD-07 Certificates

Submit in compliance with quantity requirements specified for shop drawings.

1.6.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Submit in compliance with quantity and quality requirements specified for shop drawings other than field test results that will be submitted with QC reports.

1.6.6 Number of Copies of SD-10 Operation and Maintenance Data

Submit three copies of O&M Data to the Contracting Officer for review and approval.

1.6.7 Number of Copies of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

Unless otherwise specified, submit two sets of administrative submittals.

1.7 VARIATIONS

Variations from contract requirements require Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

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1.7.1 Considering Variations

If a product proposed for use does not conform to requirement of the referenced specification, submit for approval to contracting officer evidence that the proposed product is either equal to or better than the product specified. The submittal shall include the following.

a. Identification of the proposed substitute;

b. Reason why the substitution is necessary;

c. The differences between the specified product and the proposed substitute; and

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

1.8 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. “Schedule of Material Submittals” will be used. Use electronic submittal register program furnished by the Government. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required.