4.SolicitationAttch_1_ContractSpecifications.pdf

ROOFING (IDIQ) AT YOKOTA AIR

BASE & OFF-BASE SITES

DATE: 25 JAN 2016

CONTRACT SPECIFICATIONS

DEPARTMENT OF THE AIR FORCE

374TH CIVIL ENGINEER SQUADRON

YOKOTA AIR BASE, JAPAN

ROOFING (IDIQ) AT YOKOTA AIR BASE & OFF-BASE SITES, JAPAN

TABLE OF CONTENTS page 1

DEPARTMENT OF THE AIR FORCE

374TH CIVIL ENGINEERING

YOKOTA AIR BASE, JAPAN

ROOFING (IDIQ) AT YOKOTA AIR BASE & OFF-BASE SITES

DATE: 25 JAN 16

CONTRACT SPECIFICATION TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 20 AS-BUILT DRAWINGS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 22 00 ROOF AND DECK INSULATION

07 41 13 METAL ROOF PANELS

07 56 00 WATERPROOF COATING SYSTEM

07 60 00 FLASHING AND SHEET METAL

07 92 00 JOINT SEALANTS

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

APPENDIX

SCHEDULE OF MATERIAL SUBMITTALS

-- End of Project Table of Contents -

SECTION 00 01 20 Page 1

SECTION 00 01 20

AS-BUILT DRAWINGS

PART 1 – GENERAL

1.1 REFERENCES

Reserved

1.2 SECTION INCLUDES

This section covers as-built drawings creation and submission.

1.2.1 RELATED SECTIONS

A. SECTION 01 11 00 – SUMMARY OF WORK

B. SECTION 01 33 00 – SUBMITTAL PROCEDURES

1.2.2 WORK SCOPE

Prepare or modify and submit the computer generated as-built drawings.

1.3 DEFINITIONS

CADD - Computer Aided Drafting and Design.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation. The following shall be submitted in accordance with SECTION 01 33 00 - SUBMITTAL

PROCEDURES.

A. SD-11 Closeout Submittals

As-Built Mark Ups; G. Submit the full size set of marked up blueprints illustrating as-built conditions. This is included drawing index as part of the as-built submission.

B. SD-11 Closeout Submittals

As-Built Final; G. Submit the final original as-built drawings on compact disks and hard copies. This is included drawing index as part of the final as-built submission.

1.5 AS-BUILT DRAWINGS

A. By definition, the as-built drawings are an accurate record of the construction as actually installed and completed including all the information shown on the original set of contract drawings, unless work was deleted by modification or additive bid, and a record of all deviations, modifications or additions to the contract drawings however minor, which were incorporated in the work from notice to proceed until final acceptance.

B. The as-built drawings shall be included whole roof and eaves plans, section details (roof, parapet, coping, roof vent pipe, drain with cap, wall, SECTION 00 01 20 Page 2 eaves, downspout, gable, eaves gutter and ridge), actual site condition, and information required from the government for this project. New as-built drawings with CADD of the contractor shall refer to the contract drawings (PDF data and/or hard copy) from the government and be created.

1.6 PRELIMINARY AS-BUILT DRAWINGS

A. Throughout construction, the Contractor shall annotate one set of blue line prints to document the as-built conditions. Keep the as-built marked prints current and available on the job site at all times. Accurately and neatly record all changes/additions to the contract plans made during construction as they occur by means of details, dimensions and notes.

B. The Contracting Officer's representative and a Contractor’s representative will jointly inspect the as-built marked prints for accuracy and completeness before submission of the final as-built. The drawings shall include but not be limited to the following information:

1. The location and description of any utility lines or other installations of any kind or description known to exist within the construction area.

The location includes dimensions of permanent features.

2. The location and dimensions of any changes within the building or structure.

3. Correct grade or alignment of structures or utilities if any changes were made from contract plans.

4. Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor including but not limited to fabrication, erection, installation plans and placing details, bolt sizes, dimensions of equipment foundations, etc.

5. All changes and modifications which result from the final inspection.

1.7 SUBMITTAL TO CONTRACTING OFFICER FOR REVIEW AND APPROVAL

After completion of on-site work, the Contractor shall submit the full size set of marked up blueprints illustrating as-built conditions. If the drawings contain errors and/or omissions, the Government will return the set to the Contractor for correction and resubmission. The Contractor shall complete the corrections and re-submit the drawings to Civil Engineering within ten (10) calendar days.

1.8 FINAL AS-BUILT DRAWINGS

A. After the preliminary as-built drawings are approved, The Contractor will show all the features of the project as it has been constructed by duplicating the information documented on the as-built drawings.

B. The original file copy is part of the permanent records of this project and the Contractor is responsible for the protection and safety thereof until returned to the Government. Any drawing files damaged or lost must be satisfactorily replaced at the Contractor’s expense.

C. If additional drawings are required, prepare new drawing files or add to

SECTION 00 01 20 Page 3 the existing drawing files.

D. As part of the final as-built submission, include a file index that identifies every file on each disk, the contents of the file, a list of each drawing layer in each file and the contents of each layer.

1.9 DRAFTING

A. Employ only personnel proficient in the preparation of drawings with Computer Aided Drafting and Design (CADD) to create new as-built drawings.

B. New as-built drawings to the contract drawings shall be neat, clean, legible, and match the adjacent required line work, lettering and format from government. The Contracting Officer’s representative will review all as-built drawings for accuracy and conformance to the above specified drafting standards. Unacceptable drawings will be returned for correction and resubmission until approved. The Contractor will make all corrections, changes, additions, and deletions required to meet these standards.

C. When final revisions have been completed, each drawing shall be lettered with the words "AS-BUILT DRAWING" in bold formatted letters 10 mm high placed above the title block. Place the date of completion, the words "REVISED AS-BUILT" and initials of the draft person and the approving official in the top row of the revision block.

Example:

D. Title Blocks: Use required title block from government for as-built drawings. Use only the approved Yokota AB title block.

1.10 SUBMITTAL REQUIREMENTS

A. The Contractor shall submit to the Contracting Officer two (2) complete sets of the final as-built drawing CADD files in compact disks and one (1) approved final hard copy.

B. All drawings files and computer disks shall become the Government property

AS-BUILT DRAWING

SHEET OF

DATEREV BYDESCRIPTION

PACIFIC AIR FORCES HEADQUARTERS FIFTH AIR FORCE

374th AIRLIFT WING BASE CIVIL ENGINEER

YOKOTA AIR BASE, JAPAN

DEPARTMENT OF THE AIR FORCE

SECTION 00 01 20 Page 4 upon final approval. Failure to submit as-built drawings as required herein shall be cause for withholding final payment and for assessment of the specified liquidated damages. Approval and acceptance of final as-built drawings will be accomplished before final payment is made to the Contractor.

1.11 PAYMENT

No separate payment will be made for the as-built drawings required under this contract. As-built shall be configured into the total project bid unless otherwise specified.

PART 2 PRODUCTS

(Not Used)

PART 3 EXECUTION

(Not Used)

-- END OF SECTION --

SECTION 01 11 00 Page 1 of 10

SECTION 01 11 00

SUMMARY OF WORK

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.

Japan Environmental Governing Standard (JEGS) for U.S. Military in Japan, December 2012

ASTM INTERNATIONAL (ASTM)

ASTM E 2114 (2008) Standard Terminology for Sustainability

Relative to the Performance of Buildings

GREEN BUILDING INITIATIVE (GBI)

Green Globes (2004) Green Globes(tm) US Green Building

Rating System

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

Energy Star (1992; R 2006) Energy Star Energy Efficiency

Labeling System

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED (2002; R 2005) Leadership in Energy and

Environmental Design(tm) Green Building Rating System for New Construction (LEED-NC)

Specifications as noted in attached Table of Contents

1.2 DEFINITIONS

Not Used

1.3 SUBMITTALS

Submissions should be made to the Contracting Officer (CO) in accordance with Section 01 33 00 SUBMITTAL PROCEDURES or in accordance with the Submittal Register. The Contractor is responsible for certifying that all submittals comply with the contract requirements.

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

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

When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

Preconstruction Submittals (After award of purchase order or notice to proceed)

Proposed Construction Schedule

SECTION 01 11 00 Page 2 of 10

Schedule of Material Submittals

Manufacturer data / specifications for this project

Shop Drawings for Installation

AF Form 103 Work Clearance Permit

Personnel Information (List of Workers) / Pass Requests

Submittals for Final Acceptance

Submit a complete Geo-Referenced AutoCAD 2012 DWG or 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 DoD A/E/C standard. The A/E/C standard can be provided by the Government or downloaded from USACE website at https://cadbim.usace.army.mil/default.aspx?p=a&i=7&t=1. 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.

Manuals for operation and required maintenance of the equipment installed.

If information is in Japanese, contractor must provide translation in English.

Contractor affidavit confirming compliance with general product requirements as noted in Para 2.1 of this section.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

Furnish all parts, labor, materials, tools, equipment, transportation, supervision, shop drawing, schedule of material submittals and submittals before commencing the on-site work, all operations identified and any other necessary to complete the contract to ensure usable facilities for Roofing (IDIQ) at Yokota Air Base & Off-Base Sites (Fuchu, Owada, Tokorozawa, Yuki, Tama, and Momote).

Broad range of roof & related components for all eligible facilities at Yokota Air Base & its associated off-base sites listed above. This work is required to support the 374 Mission Support Group Base Civil Engineering (BCE) activities headquartered at Yokota Air Base, Japan.

Maintain a management office within commuting distance from the base, in order to receive requests for joint measurement & task orders & other management services related to this contract accomplishment. Whenever the Government has work to be performed under this contract as a Task Order, the Contracting Officer will provide a project scope. The project scopes will include but not be limited to the following information:

SECTION 01 11 00 Page 3 of 10

A. Roof; Removal(including disposal) & installation of steel roof panels system, waterproof coating systems, roof insulation and fasteners.

Remove(including disposal) built-up roofing and repair roof area. Other required works from government.

B. Asbestos(incidental); Abatement/disposal work to support roof projects.

The above are expressed in general terms and in no way limits the contractor’s responsibility to provide a complete and usable facility in compliance with the drawings, specifications and any other construction documents which are part of this contract.

The Contractor shall verify site conditions and conduct field surveys and measurements as necessary to execute Roofing (IDIQ)’s project. All performance under Roofing (IDIQ)’s project shall meet or exceed US Government and Japanese Construction Standards. Submitted drawings from government do not guarantee the existing conditions. The contractor is responsible for surveying the site before commencing the on-site work.

1.4.2 Location

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

1.4.3 Existing Conditions Considerations

Work shall be performed in such a manner as to prevent injury or damage to any portions of the existing work which remain.

Existing areas impacted been altered during construction operations shall be repaired or replaced to match existing or adjoining work, as approved by the Contracting Officer, at no additional cost to the government. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.5 CONTRACT DRAWINGS

Drawings shall be provided by the government, these are digital in PDF format and/or hard copy.

A. As-built Drawing of existing and/or Concept Drawing.

Contractor shall check furnished drawings and notify the Government of any discrepancies.

1.6 GENERAL INFORMATION

1.6.1 Performance Period

The performance period for the individual task order will be provided in the Task Order Request for Proposal(TORFP). This includes time for submittals and their review by the government. Construction work cannot start until the submittals for shop drawings have been approved by the government.

1.6.2 Working Hours

During construction, the facilities will be made available to the contractor from 07:30 to 16:30, Monday through Friday, 5 days a week, excluding U.S.

SECTION 01 11 00 Page 4 of 10 legal holidays but including Japanese legal holidays. Contractor must notify the Government in advance if work needs to be performed outside these working hours. Contractor shall coordinate schedule for design site visits with the government at least 21 days ahead of time. Inspector can escort contractor on duty hours (07:30~16:15, Monday through Friday excluding U.S. legal holidays).

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.

1.6.3 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 after receiving U.S. Government approval.

1.6.4 Occupancy

The facility will be occupied. Before starting any work, the Contractor shall arrange with the Government Inspector a sequence of procedure, means of access, and use of approaches. Contractor shall provide construction plan and schedule to be coordinated with the users via the Government Inspector for all work to be performed. Phasing will not be required.

1.6.5 Utility outages and Utility Connection Requests

Provide at least 30 calendar days advance notice of planned utility outages including fire systems. Single request can be submitted for multiple utility outages. The request must, however, 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 coordination (DSN Phone: 225-9112).

1.6.6 Barricades and warning signs

Prominently post bilingual (English and Japanese) “OFF LIMITS”, “WET PAINT” and “NO SMOKING” signs, as applicable, at all entrances to the job site.

SECTION 01 11 00 Page 5 of 10

Stencil (paint) the black lettering in all capital letters on either 1’-0” x 2’-0” or 2’-0” x 3’-0” sheet metal or plywood signs. Protect all overnight open excavations with barricades and battery-powered flashers. Smoking is prohibited in government facilities. Smoking is allowed in the Designated Tobacco Areas only.

1.6.7 Utilities

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

Access and connection are the responsibility of the contractor.

1.6.8 Waste disposal

Remove and dispose of all construction debris off base daily in accordance with Japanese laws. In case asbestos debris remains on base after workday, the debris needs to be properly packed or containerized in compliance with asbestos regulations and any of the debris shall not be scattered. Report amount of construction debris generated, disposed or recycled.

1.6.9 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 as defined and designated under the clause at DFARS 252.201-7000 in Section I.

1.6.10 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.

1.6.11 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. 374 CES and 374 CONS will perform inspections. Final inspections should be scheduled between 0800 and 1600, Monday through Friday, excluding US legal holidays. Final inspections falling on weekends or US legal holidays will be postponed to the following work day. Postponements will not be considered part of the performance period.

2. 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

SECTION 01 11 00 Page 6 of 10 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.

3. 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.

4. 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.

1.6.12 Asbestos containing material (ACM)

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

1.6.13 Project Environmental Goals

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal is ensure construction 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 in order to ensure energy efficient equipment operates as intended.

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.

1.6.14 Request for contractor’s employee and vehicle passes

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

SECTION 01 11 00 Page 7 of 10 subcontractor employees, and vehicles requiring access to YOKOTA AIR BASE in order to perform this contract.

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

C. Application for Vehicle Registration (for vehicles).

D. Contractor shall have positive control of all passes issued and upon completion of this contract, the contractor shall return all employees 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.

E. Contractor shall follow 374 SFS requirements for entry of any employees who do not have a base pass.

F. 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 are refused entrance due to failure to follow specified procedures.

1.7 INSTALLATION SAFETY AND FIRE REGULATIONS

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

1.7.2 Contractor shall exercise safety precautions to avoid accidents during installation of all work. Contractor shall also provide temporary waterproof covering over the surfaces to be roofed at the end of each workday or during inclement weather. Used of safety belts and lines as required, and follow the latest U.S. and Japanese government’s criteria for fall protection. The contractor is responsible for the safety of all workers for fall protection.

1.7.3 The contractor is responsible for understanding and ensuring compliance of all workers, to include subcontractors, with the following:

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

B. EM 385-1-1, Safety and Health Requirements Manual, Army Corps of Engineers

C. NFPA 241, Safeguarding Construction, Alteration, and Demolition Operations

D. Fire Safety General Requirements

E. Requirements for flammable and combustible liquids and gases

F. Welding Safety

G. Driving Operations

H. AFI 91-203, AIR FORCE CONSOLIDATED OCCUPATIONAL SAFETY INSTRUCTION

Driving Operations

SECTION 01 11 00 Page 8 of 10

I. YOKOTA ABI 32-2001, Fire Protection and Prevention Program

J. Contractor and subcontractor employees shall park privately-owned vehicles in an area designated by the Government. This area will be within reasonable walking distance of the construction site. Contractor and subcontractor employee parking shall not interfere with existing and established parking requirements of the military installation.

1.7.4 Fire safety general requirements

A. Even if a facility is unoccupied maintain the fire detection and automatic suppression system service throughout construction. Any outage of both systems requires a 24-hours watch.

B. 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.

C. 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.

D. All fires, regardless of size, even if they have been extinguished, shall be reported to the Fire Emergency Services Flight immediately.

Any persons discovering a fire or suspected fire shall alert the building occupants by any means available. The Fire Emergency Services Flight shall be notified in the following manner: from a base phone, dial 911; from a Japanese cell phone dial 042-552-2510, wait for the tone and dial 911.

E. 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.

F. Work that includes the fire detection or suppression systems, utility outages, road closures, and confined space entries, shall be approved by the Fire Emergency Services Flight, Fire Prevention Office prior to beginning the work. Only authorized technicians shall alter, extend, or repair installed systems.

1.7.5 Flammable and Combustible Liquids and Gasses:

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

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

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

1.7.6 Hot Work Operations: Any hot work operations shall be approved by the Fire Emergency Services Flight, Fire Prevention Office prior to starting.

The job site shall be inspected and have an AF Form 592, Welding and Cutting

SECTION 01 11 00 Page 9 of 10 permit, issued. Responsible hot work operation supervisors shall take the following actions:

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

B. Remove combustible material to a safe location.

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

D. Ensure fire detections and suppression systems will not be affected by the operation being performed. Thoroughly inspect the area after operations has been completed to ensure that the area is free of fire hazards caused by the operation.

E. Return the welding permit to the Fire Emergency Services Flight, Fire

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

F. Welding safety: If the fire detection or automatic suppression 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.

1.7.7 Driving Responsibilities

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

B. 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.

1.8 PERFORMANCE REQUIRMENTS

1.8.1 Work clearance permit: Route work clearance request (AF Form 103) though all associated base organization and approved 21 days advance of work.

Areas containing underground utilities will be designated caution areas.

Carefully excavate designated caution areas. Hand excavate within 3 feet of all identified existing utility lines.

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

Part 2 PRODUCTS

2.1 GENERAL

A. Do not use materials containing asbestos (> 0.1% by weight) in the project.

B. Do not use materials containing lead-based paint (> 0.009% by weight) in the project.

SECTION 01 11 00 Page 10 of 10

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.

2.2 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.

2.3 GOVERNMENT FURNISHED MATERIAL (GFM)

Not Applicable.

2.4 SCAFFOLDING

Provide prefabricated scaffolding with over H=150mm base, braces and mesh sheet, minimum 18 inches (45.72cm) wide for Roofing (IDIQ)’s project and other required work at all areas over 8 feet above adjacent ground surfaces.

Contractor shall provide safety line with safety belt or substituted system to workers in case of no-safety measures on roof and other work area for Roofing (IDIQ)’s project. The contractor is responsible for the safety of all workers for fall Protection.

2.5 SAFETY NETS

Mesh size of safety nets shall be minimum 13 millimeter by 13 millimeter and maximum 18 millimeter by 18 millimeter. Wire mesh shall be made of not less than 22-gauge wire and synthetic mesh of not less than Number 18 twine.

Safety nets shall meet accepted performance standards of 17,500 foot-pounds minimum impact resistance as determined and certified by the manufacturers and shall bear a label of proof test. Edge ropes shall provide a minimum breaking strength of 5,000 pounds.

PART 3 EXECUTION

3.1 WEATHER PROTECTION

Ensure to provide the proper treatment/protection to prevent intruding water from construction area.

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 REFERENCES

Reserved

1.2 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)/Safe Date Sheets (SDS)

1.2.1 Related Sections

SECTION 01 11 00 - SUMMARY OF WORK

1.2.2 Scope of Work

A. Provide submittals for each item listed on Attachment 1, Schedule of Material Submittals, to 374 CONS/LGCB, Contracting Officer for approval.

B. 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.

Provide English submittals or Japanese submittals with English translation.

C. Submit the Material Safety Data Sheets (MSDS)/Safe Date Sheets (SDS) identified on the Schedule of Material Submittals to 374 CONS/LGCB, Contracting Officer for approval. 374CES/CENMP will route to 374 CES/CEIE, 374 AMDS/SGPB (Bioenvironmental Engineering), and 374 AW/SE (Safety) for review. Submit the MSDS/SDS in English (and Japanese if Japanese products are 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

SECTION 01 33 00 Page 2 shall be specified in the submittal. In addition, after the construction project is finished, resubmit actual quantity of chemical consumed for the project.

Submit all shop drawing and material submittals before job site work begins. Material submittals are submitted after Schedule of Material Submittals ware awarded by government.

1.3 DEFINITIONS

1.3.1 Submittal Descriptions (SD)

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

SD-01 Preconstruction Submittals

Submittals which are required prior to on-site work of this project.

Submittals required prior to the start of the next major phase of the construction on a multi-phase contract. Schedules or 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, submitted prior to contract notice to proceed or next major phase of construction.

A. Certificates of insurance

B. Performance bonds

C. List of proposed products

D. Construction progress schedule

E. Submittal register

F. Schedule of prices

G. Health and safety plan

H. Work plan

I. Quality control plan

J. Environmental protection plan

K. Schedule of material submittals

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

SECTION 01 33 00 Page 3

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

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.

Specific plans which outline project procedures, installation procedures, information tables, data collection. Because of the unique nature of this requirements contract, certain specification sections will request limited design drawings illustrating the roof plan, section and detail. These design drawings must show the size and spacing of support or structural members, fastener location (on center dimension) and details. The required information is identified below in the SHOP DRAWING paragraph.

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.

Submittals which provide calculations, descriptions, or documentation regarding the work.

Tabular lists showing location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the

SD-04 Samples

Fabricated or un-fabricated 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.

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

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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.)

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

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.

SD-07 Certificates

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

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)/Safe Date Sheets (SDS).

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.

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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. 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.

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, manufacturer's help and product lines necessary to maintain and install equipment. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.3.2 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.

1.3.3 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.

1.3.4 Submittal

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

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1.3.5 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 1.9 for "EVIDENCE OF ACCEPTABLE VARIATION".

1.3.6 Approval/Disapproval

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

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 013300 SUBMITTAL PROCEDURES.

A. SD-01 Preconstruction Submittals

Schedule of material submittals; G

B. SD-07 Certificates

Contractor Qualifications; G. Submit copies of license and/or current certification with photo of the certified person for each applicable work item of this project. Refer 2.1, a. and b.

C. SD-11 Closeout Submittals

Manifest; G. The Contractor must submit all copies of final “Manifest” to the Contracting Officer when the waste disposal or recycle completed.

1.5 APPROVED SUBMITTALS

A. Approved submittals indicate only that the general method of construction, materials, detailing and other information is 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 resubmitted 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".

1.6 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

SECTION 01 33 00 Page 7 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.

1.7 DISAPPROVED SUBMITTALS

Within ten (10) days, 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 resubmitted of submittal number 3 is 3b.)

1.8 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.

C. 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.

D. Some products and material systems are identified by a specific manufacturer. This procedure is used to establish a basis for design, quality of materials and to simplify the specification and 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".

1.9 EVIDENCE OF ACCEPTABLE VARIATION

If a product proposed for use does not conform to requirement of the referenced specification, submit for approval to the 374 CONS/LGCB, 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. A comparative analysis of the specified product.

D. The differences between the specified product and the proposed substitute.

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

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1.10 WITHHOLDING PAYMENT

Reference contract

1.11 CONSTRUCTION PROGRESS SCHEDULES

Reference contract

PART 2 PRODUCTS

2.1 QUALIFICATIONS

A. Submit copies of license or certification with color photo and renewal/retraining record of each work item listed below to 374 CONS/LGCB, Contracting Officer for approval.

B. Those qualified personnel with license or certification shall be at the job site, either directly supervising or performing architectural. Minimum 2 certified personnel are required to submit for each license or certification.

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

Item Work Item Work Type Issuing/Authorization Submittal No. Organization/Agency Type________

1 Architectural Design, Drawing First grade Certification General and Construction Kenchiku-shi or License Control Sekoukanri-gishi

Site worker First grade Certification Bousui seko-ginoushi License (urethane type)

Site worker First grade Certification Bousui seko-ginoushi License (acrylic type)

Site worker First grade Certification Bousui seko-ginoushi License (sealing type)

Site worker First grade Certification Bousui seko-ginoushi License (built-up roofing type)

Site worker First grade Certification Kenchiku bankin-ginoushi License

Site worker Ashiba-kumitatetou Certificate sagyo-syuninsya of Training

2 Welding N-2P, A-3P, International Trade JPI-7S31, Z3801, & Industry C-2P (Authorization) Certification Nihon Welding License Association (Issue)

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3 Cathodic Corrosion Nihon Bosei License Protection Association (Issue)

4 Removal Disposal Sangyo Haikibutsu License Shorigyo Kyokasyo

Sangyo Haikibutsu License Shushu Unpangyo Kyokasyo

Tokubetsu Kanri License Sangyo Haikibutsu Shorigyo Kyokasyo

Tokubetsu Kanri License Sangyo Haikibutsu Shushu Unpangyo Kyokasyo

5 Asbestos Asbestos EPA Asbestos Worker Certificate Abatement Abatement Course (32 hrs) Worker

6 Asbestos Asbestos EPA Contractor/ Certificate Abatement Abatement Supervisor Course Supervisor (40 hrs)

7 Personnel Analysis of Air NIOSH 582 or Certificate/ Analyze Air Samples equivalent course License Samples

Note: Often analysis is performed on site during project not sent to LAB. Must ensure personnel have NIOSH 582 certification.

8 Laboratory Analysis of Air Accredited under Certificate/ Analyzes Samples the National License Air Voluntary Samples Laboratory Accreditation Program (NVLAP) or American Industrial Hygiene Association(AHIA) See Note.

Roofing (IDIQ) contract includes above requirements, and the contractor submits approved requirements by government for each roofing project.

Site supervisor (Ikkyu Kenchiku-shi or Ikkyu Kenchiku Sekoukanri-gishi) shall be at the site during working hours to manage the construction. Certified site workers shall be worked at the site for each work.

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2.2 SHOP DRAWINGS

A. As a minimum, shop drawings illustrate the construction details and 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, and construction joints excluded from the project drawings for clarity.

C. Shop drawings must include, as a minimum: a full roof plan. The roof plan must show every penetration, the roof slope and drainage direction.

Show the standard section details for roof, valley gutters, parapet with coping, wall, slab, eaves gutters, penetrations (drain with cap, roof vents, vent pipes, exhaust vents), flashing, skylights, clerestory walls, changing roof pitch, ridge flashing and required items by…