W912HV-16-B-0003-Am0010.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

FY13 DODEA MILCON PA00028 Zama High School Renovation, Camp Zama, Japan

The purpose of this amendment is to:

1) Revise a draw ing and spec pages

2) Provide responses to bidder’s inquiries

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912HV-16-B-0003

X 9B. DATED (SEE ITEM 11)

21-Jun-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

11-Jan-2017

CODE

CONTRACTING DIVISION

USACE-JAPAN DISTRICT

RM 147, BLDG. 250

CAMP ZAMA

ZAMA-CITY, KANAGAWA 252-8511

JAPAN

W912HV 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HV-16-B-0003

14. DESCRIPTION OF AMENDMENT (continued)

1. CHANGES TO SPECIFICATIONS. Attached hereto are revisions to the specifications. The revision mark "(Am-0010)" is shown on each page.

A. Revised Section(s) to Project Specifications. Attached hereto are the following revised section(s) to the specifications. Revised section(s) will replace like- numbered section(s) in the subject solicitation specifications. Changes are indicated by a red line in the left margin of revised areas. All portions of the revised section(s) shall apply whether or not changes have been indicated.

Revised Section(s)

Section 01 11 00.20 33 Section 02 82 14.00 10

2. CHANGES TO DRAWINGS - The amendment mark “(Am-0010)” is shown on each sheet of the amended drawing sheet(s).

A. REVISED DRAWINGS (ISSUED). Attached hereto are the following revised sheets to the drawings. Revised sheets will replace like-numbered sheets in the subject solicitation drawings. Changes are indicated in revision clouds. All portions of the revised sheet(s) shall apply whether or not changes have been indicated.

DRAWING NO. REVISION DATE DESCRIPTION

BLDG 906 HS-H-001 01/10/2017 Building 906 – Hazardous Materials Abatement Tables

3. QUESTIONS AND ANSWERS: The Government’s response(s) to question(s) submitted by prospective bidder(s)/offeror(s) are provided in an attachment to this amendment.

Questions/Answers 335 - 348. The following questions were submitted by potential bidder (s).

Answers provided below do not amend or alter the solicitation itself, unless a revision to a specification or drawing is noted specifically by Amendment.

4. Additional important Information from Government related to Bid Bond Form (SF 24) and Performance Bond Form (SF 25). Bid Bond Form (SF 24) and Performance Bond Form (SF 25) have been updated recently. Prospective bidders/contractors are required to use the most current version of the form(S). The most current forms are available at the following web sites:

http://www.gsa.gov/portal/forms/type/TOP\ http://www.gsa.gov/portal/forms/download/115982 http://www.gsa.gov/portal/forms/download/115986

5. Bid opening date and time of January 20, 2017 (02:00 PM), Japan Standard Time, remains unchanged.

FY13 PA00028 Renovate Zama High School 13SF0001 Camp Zama, Japan

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.20 33

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 STATEMENT OF WORK

1.3 SUBMITTALS

1.4 KEY PERSONNEL QUALIFICATIONS

1.5 DEFINITIONS

1.6 SUBSTITUTION

1.7 PERMITS AND RESPONSIBILITIES

1.8 SPECIAL CONTRACT REQUIREMENTS

1.8.1 Availability of Work Site and Working Hours

1.8.2 Occupancy of Premises

1.8.3 Request for Contractor's Employee Passes and Vehicle Passes

1.8.4 Department of Defense (DOD) Security Policy and Procedures

1.8.5 Existing Work

1.8.6 Meetings

1.9 DRAWINGS

1.9.1 As-built Drawings

1.10 AVAILABILITY OF UTILITY SERVICES

1.11 AVAILABILITY OF SANITARY FACILITIES

1.12 SAFETY REQUIREMENTS

1.13 DISPOSAL OF MATERIAL

1.14 CONSTRUCTION SCHEDULE

1.15 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

1.15.1 Certificate Against Use of Asbestos-Containing Material

1.16 SALVAGE MATERIAL AND EQUIPMENT

1.17 CLEAN UP

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

W912HV-16-B-0003 SECTION 01 11 00.20 33 Page 1 (Am-0010)

SECTION 01 11 00.20 33

GENERAL CONTRACT REQUIREMENTS

Kanagawa Resident Office (KRO)

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. Contractor may substitute compatible JIS / JASS standards for non-Japanese standards, as approved by the Contracting Officer's Representative (COR). See Section 01 42 00.00 33 paragraph ACCEPTABLE ALTERNATIVE JAPANESE STANDARDS for a listing of acceptable Japanese Standards and information on the use of Japanese Standards not explicitly listed in Section 01 42 00.00 33.

U.S. DEPARTMENT OF DEFENSE (DOD)

JEGS (2012) Japan Environmental Governing Standards

U.S. ARMY (DA)

DA AR 200-1 (2007) Environmental Protection and Enhancement

DA AR 420-1 (2008; Revision 2012) Army Facilities Management

U.S. ARMY CORPS of ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. ARMY GARRISON JAPAN (USAG-J)

USAG-J Regulation 190-13 (2013) Installation Access and Control Procedures

1.2 STATEMENT OF WORK

The work covered by these specifications and drawings, consists of furnishing labor, equipment, supplies, and materials specified to perform all operations for the work. Work shall be accomplished in accordance with these specifications and drawings, subject to the terms and conditions of the contract. Drawings, included hereinafter, form a part of the contract documents.

1.3 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. Submittals with an "L"

W912HV-16-B-0003 SECTION 01 11 00.20 33 Page 2 (Am-0010) are for LEED review which shall be performed by the Contractor's LEED Coordinator and the LEED Administrator. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES and Section 01 33 29 LEED ™ DOCUMENTATION as applicable:

SD-01 Preconstruction Submittals

Organizational Chart; G Key Personnel Qualifications; G Qualifications and Background History of the Proposed Interpreter or English Speaking Representative; G Planned Scheduled of Road Closures; G Request for Contractor's Employee Passes and Vehicle Passes; G Requests for Utility Outages, Hot Work, Traffic Controls, and Area Closures; G Request for Open Flame Work Permits; G Construction Schedule; G

SD-07 Certificates

Certificate Against Use of Asbestos-Containing Material

1.4 KEY PERSONNEL QUALIFICATIONS

The Contractor's Project Key personnel shall not be assigned duties to any other contracts (excluding the project manager and pass coordinator) without approval from the Contracting Officer. Within five (5) working days after receipt of the Notice to Proceed, the Contractor shall submit in writing to the Contracting Officer an organizational chart, the qualifications and background history of the proposed Key Personnel for approval. The Contracting Officer shall have the explicit right to determine acceptability (or rejection) of the proposed individuals. In addition, the Contractor shall be responsible to replace said individuals upon notification by the Government should performance become inadequate during the contract period. All Key Personnel, with the exception of the Contractor's Commissioning Coordinator and Pass Coordinator, shall attend the Pre-Construction Conference.

a. Project Manager. The project manager shall have at least 5 years of experience managing contracts for work comparable to the work being executed under this contract. The Project manager will have the authority to negotiate all aspects of the contract with the Government and shall provide an appointment letter outlining those authorities. The project manager need not be present on the site daily but will attend weekly progress meetings, monthly meetings, and be available on site within 24 hours upon request.

b. Site Supervisor (Superintendent). The Site Supervisor (Superintendent) shall be a skilled Licensed Architect in accordance with the latest version of "The Building Standard Law of Japan (Kenchiku Kijun Hou)". A second class Architect is acceptable if allowed by the "The Building Standard Law of Japan" (Kenchiku Kijun Hou)". The site supervisor (superintendent) shall have the authority to act on behalf of the Contractor to resolve issues that arise on the site. If deemed appropriate by the Contractor, the site Supervisor (superintendent) will have the authority to negotiate aspects of the contract with the Government and if so, the Contractor shall provide an appointment letter

W912HV-16-B-0003 SECTION 01 11 00.20 33 Page 3 (Am-0010) outlining those authorities. The Superintendent shall be responsible for all work performed under this contract and shall be responsible for appropriate supervision of that work and shall be available to the Contracting Officer upon request.

c. English Speaking Representative At all times during the contract period, the Contractor shall have an employee capable of fluent bilingual speech in the Japanese and English languages at the job site. The bilingual interpreter shall have the capability to receive and issue concise and technical explanation and instructions between the Government representative(s) and Contractor supervisory personnel concerning all aspects of contract administration and construction. Within 5 days after notice of contract award, the Contractor shall submit in writing to the authorized representative of the Contracting Officer the qualifications and background history of the proposed interpreter for approval. The English Speaking Representative shall provide evidence that he/she has a TOEIC score of 760 or higher or is a high school graduate from an English speaking country. The Contractor shall be responsible to replace said individual upon notification by the Government should performance become inadequate during the contract period. The English Speaking representative shall attend the preconstruction conference.

d. Contractor Quality Control System Manager (CQCSM). The CQCSM shall meet the requirements stated in Section 01 45 00.00 10

QUALITY CONTROL.

e. Site Safety and Health Officer (SSHO). The SSHO shall meet the requirements stated in section 01 35 29.70 33 (Governmental Safety Requirements).

f. Contractor's LEED Coordinator (CLC): The individual on the Contractor's staff responsible for ensuring construction-related LEED credits and prerequisites are properly documented. The CLC shall meet the requirements stated in Section 01 45 00.00 10 QUALITY CONTROL and Section 01 33 29 LEED(TM) DOCUMENTATION.

g. Contractor's Commissioning Coordinator (CCC): The individual on the Contractor's staff who is regularly and frequently on site and shall be responsible for managing the Contractors in their day-to-day performance of the specified commissioning work. The CCC shall meet the requirements stated in Section 01 45 00.00 10 QUALITY CONTROL and Section 01 91 00.00 40 GENERAL COMMISSIONING

REQUIREMENTS.

h. Pass Coordinator. A person on the contractor's staff who is familiar with the requirements of USAG-J Regulation 190-13 , individual and vehicle access pass procedures, and USAG-J vehicle security inspection procedures. The Pass Coordinator must be able to obtain a DBIDS access pass with escort privileges and may be required to escort other contract personnel. Although a TOEIC score is not required, the Pass Coordinator must be able to understand pass requirements and complete pass application forms in the English language.

1.5 DEFINITIONS

The term "United States" will appear before the word "Government" whenever

W912HV-16-B-0003 SECTION 01 11 00.20 33 Page 4 (Am-0010) the latter word appears in this contract, except where the word "Government" refers to a different-named Government. In addition, Japanese standards not referenced elsewhere in these specifications as being acceptable alternatives to US standards may be submitted to the Contracting Officer for approval as acceptable alternatives. Prior to the use of such Japanese standards, written approval by the Contracting Officer is required. Contractor shall submit for approval equivalency or superior product with signature confirmation from the Contractor and product manufacturer.

Definitions pertaining to sustainable development are as defined in Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION, and as specified.

a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation maintenance, or disposal of the product.

b. "Indoor environmental quality" is the physical characteristics of the building interior that impact occupants, including air quality, illumination, acoustics, occupant control, thermal comfort, daylighting, and views.

c. "Operational performance" is the functional behavior of the building as a whole or of the building components.

d. "Sustainability" is the balance of environmental, economic, and societal considerations.

1.6 SUBSTITUTION

Any material systems specified by JIS equal to United States Standards and these specifications may be used in lieu of the systems specified.

Documentary evidence thereof shall be furnished to the Contracting Officer for approval.

1.7 PERMITS AND RESPONSIBILITIES

a. In accordance with the Clause 52.236-7, Permits and Responsibilities, the Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any applicable laws, codes, and regulations, including the requirements of material, prefectural and local Government in Japan, applicable to the performance of the work. The Contractor shall be similarly responsible for all damages to persons or property that occurs as a result of his fault or negligence. These damages shall be repaired or replaced by the Contractor at no cost to the Government. The Contractor shall take proper safety and health precautions to protect all work and workers.

b. ROAD CLOSURES: The Contractor shall submit a planned schedule of road closures to the Contracting Officer for proper coordination with the proper base personnel, and shall notify the Contracting Office in writing not less than fifteen (15) calendar days for all road closures, in advance of the intended closure. No road closure will be permitted until the Contractor receives written approval for the Contracting Officer.

W912HV-16-B-0003 SECTION 01 11 00.20 33 Page 5 (Am-0010)

c. UTILITY OUTAGES: The Contractor shall submit a schedule of planned power outages and utility disruptions to the Contracting Officer with the initial project schedule. Notification of specific power outages and the utility disruptions shall be submitted in writing to the Contracting Officer not less than thirty (30) calendar days in advance of the intended outage. All power outages and utility disruptions will be coordinated with base officials and are subject to base requirements. No power outages and utility disruptions will be permitted (unless under emergency conditions) until the contractor receives written approval from the Contracting Officer.

d. OPEN FLAME AND WELDING: The Contractor shall submit a request for open flame work permits to the COR and Base Fire Department for approval. The Contractor shall describe the work to be performed to the Fire Department representative at the work site.

The Base Fire Department and Representative of the Contracting Officer shall be notified during hours of 0800 through 0900, Monday through Friday, prior to commencement of open flame work.

Open flame work will not begin without approval of the Contracting Officer's Representative (open flame and welding permit) or until the Fire Department arrives at work site if required.

e. RADIATION SAFETY REQUIREMENTS: Notwithstanding any other hazardous material used in this contract, radioactive materials or instruments capable of producing ionizing/non-ionizing radiation (with the exception of radioactive material and devices used in accordance with USACE EM 385-1-1 such as nuclear density meters for compaction testing and laboratory equipment with radioactive sources) as well as materials which contain asbestos, mercury or polychlorinated biphenyls, di-isocynates, lead-based paint are prohibited. The Contracting Officer, upon written request by the Contractor, may consider exceptions to the use of any of the above excluded materials. The contractor shall request approval in writing to the Contracting Officer not less than thirty (30) calendar days in advance of any request for exception. Following Contracting Officer approval of any radiation related exception, the contractor shall coordinate with the COR at least fifteen (15) calendar days in advance to notify the Radiation Safety Officer (RSO) prior to excepted items of radioactive material and devices being brought on base.

1.8 SPECIAL CONTRACT REQUIREMENTS

1.8.1 Availability of Work Site and Working Hours

Normal working hours are Monday-Saturday 0800-1700, excluding U.S.

Federal Holidays. Work at times other than normal working hours may be arranged if coordinated at least five calendar days in advance and if approved by the Contracting Officer.

Noise and Vibration: Noise greater than 70 decibels and vibration producing work in occupied buildings shall be done outside of core school hours (0700 - 1430) unless written permission is given by the Contracting Officer.

Construction deliveries shall not occur on school days during school drop-off (0700 to 0800) and dismissal times (1400 to 1500).

W912HV-16-B-0003 SECTION 01 11 00.20 33 Page 6 (Am-0010) j2ee9jmr Line

1.8.2 Occupancy of Premises

a. Buildings adjoining the site will be occupied during the performance of work under this contract. During school days, the Contractor shall maintain clearly marked, covered pedestrian access between the temporary building of this contract, Bldg 1665, and Building 1530. The Contractor shall maintain fire lane access at all times.

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

c. Non-School Days include weekends, U.S. Holidays, the fourth Friday in November and the following dates from the 2016-2017 School Year DoDEA Pacific Calendar:

19 Dec 2016 - 02 Jan 2017: Winter Recess 03 Apr 2017 - 07 Apr 2017: Spring Recess 19 Jun 2017 - 18 Aug 2017: Summer Recess

Future school year recess dates can be found in the DoDEA School Year Pacific Calendars website at http://www.dodea.edu/schoolCalendars.cfm when the dates have been confirmed.

1.8.3 Request for Contractor's Employee Passes and Vehicle Passes

a. No employee or representative of the Contractor will be admitted to the site of work unless he/she is furnished authorized admittance to the site of work by the Contracting Officer. Refer to USAG-J Regulation 190-13 "Installation Access and Control Procedures". Prior to the start of on-site work the Contractor shall submit applications for base passes to the Contracting Officer for key employees (project manager, site supervisor, interpreter, pass coordinator, etc) for long term DBIDS passes.

The Contractor will then, through the employment of a Pass Coordinator and with the help of the Resident Office, be responsible for securing sufficient passes for other workers, including subcontractor's employees and vehicles, required to access the base for the project duration. The contractor shall use the USAG-J Form 1529 "EZ Pass" as the primary means of obtaining passes for all personnel who do not qualify for DBIDS passes. The USAG-J Form 1529 "EZ Pass" One Time / Multiple Access Roster must be complete and submitted to the Provost Marshall Pass & Vehicle Registration Office a minimum of three (3) U.S. workdays prior to access. The use of the USAG-J "one day" pass (AJ Form

47) should be avoided, and used only for urgent situations.

Applicants for a "one day" pass may be required to wait for several hours for their pass to be issued. Contractor personnel applying for more than one (1) "one-day" pass within any 15-day period will not be issued multiple one-day passes, and will instead be required to apply for access via the USAG-J Form 1529, and wait three or more days for approval.

b. All contractor vehicles must park within the designated construction site. Due to limited parking, no more than thirty

W912HV-16-B-0003 SECTION 01 11 00.20 33 Page 7 (Am-0010)

(30) privately owned, personal use vehicles will be issued base access passes. This limitation does not apply to company owned vehicles

c. Upon completion of this contract, the Contractor shall return all employee and vehicle passes to the base, and obtain a certification of receipt. Final Payment may be withheld until the Contractor has returned all such passes.

1.8.4 Department of Defense (DOD) Security Policy and Procedures

All contractor and all associated sub-contractor employees shall comply with applicable installation, facility and area commander installation/ facility access and local security policies and procedures. The contractor shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQ Department of Army and local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) ant any individual facility or installation change, the Government may require changes in contractor security matters or processes.

1.8.5 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, existing work shall be in a condition equal to or better than that which existed before new work started.

1.8.6 Meetings

a. Post Award Orientation: A post award orientation (often referred to as a Pre-Construction Conference for Design-Bid-Build contracts or a Pre-Performance Conference for Design-Build contracts) per FAR 42.503 shall be held. The chairperson shall be the Contracting Officer or his/her designee. The chairperson shall be responsible for providing minutes of the meeting.

b. Progress Meetings: Weekly and Monthly progress meetings shall be conducted, with the day, time, and location to be agreed upon between the Contractor and Contracting Officer. The Contractor's Project Manager, Superintendent, Interpreter, and Quality Control Manager shall attend. Representatives from the Government may include, but are not limited to, representatives from the using agency, Directorate of Public Works personnel, Resident Office personnel, and the Japan Engineer District PM. For weekly meetings, the Contractor shall be prepared to provide a schedule showing work completed during the previous week, work currently in progress, and work forecasted for the following week, as well as the status of any construction issues and open action items. For

W912HV-16-B-0003 SECTION 01 11 00.20 33 Page 8 (Am-0010) monthly meetings, the contractor shall provide updates to the project schedule, billing requests, monthly exposure reports, submittal status, waste management records and provide the Monthly Progress Narrative Report required by FAR 52.0000-4326. The contractor is responsible for providing digital copies of meeting minutes in English within 4 working days of the progress meeting.

c. Red Zone Meeting: A Red Zone meeting shall be conducted for contracts with a value in excess of $500,000 or those deemed sufficiently complex by the Contracting Officer to warrant one.

The purpose of the Red Zone meeting is to discuss closeout requirements for the contract and to establish a timeline to get those items completed (see section 01 78 00 - Closeout Submittals, for typical closeout requirements). The meeting is a good time for the contractor to gain approval on format for items such as Operations and Maintenance manuals, the equipment-in-place list, the warranty plan, and any other items. The Red Zone should typically be scheduled for 90 calendar days prior to the contract completion date. The contractor is responsible for providing soft copies of meeting minutes in English within 4 working days of the progress meeting.

d. Safety and Quality Control Meetings: Safety and quality control meetings shall be held as needed and determined by the Contractor. See section 01 35 29.70 33 (Governmental Safety Requirements) and section 01 45 00.00 10 (Quality Control) for specific requirements.

1.9 DRAWINGS

1.9.1 As-built Drawings

Redline drawings (contract drawings showing as-built conditions) are required to be maintained up-to-date and keep in the contractor project office and available for review by the Contracting Officer at any time.

The redline drawings need to be large enough and any changes shown in enough detail to understand clearly the as-built condition.

1.10 AVAILABILITY OF UTILITY SERVICES

Electricity, potable water, and sewage are available for Contractor's use without charge; however, the Contractor shall be responsible for all temporary connections required, as well as the removal of these temporary connections upon completion of the project. The contractor's plan for temporary connections shall be submitted to the Authorized Representative of the Contracting Officer for approval prior to making any temporary connections.

1.11 AVAILABILITY OF SANITARY FACILITIES

No toilet facility is available for Contractor's use. The Contractor shall provide toilet and sanitation facilities for Contractor personnel in accordance with EM 385-1-1 .

1.12 SAFETY REQUIREMENTS

The Contractor's work shall conform to the requirements of Safety and Health Requirements Manual EM 385-1-1 unless otherwise indicated in this

W912HV-16-B-0003 SECTION 01 11 00.20 33 Page 9 (Am-0010) section. Safety submittals shall be in accordance with Section 01 35 29.70 33, GOVERNMENTAL SAFETY REQUIREMENTS. The Contractor shall maintain an accident prevention plan in accordance with Corps of Engineers Safety Manual EM 385-1-1 .

1.13 DISPOSAL OF MATERIAL

Except as specified elsewhere in the contract, all residue and scrap generated by the Contractor during the performance of this contract shall be recycled/disposed of at an authorized off-base facility in accordance with the JEGS, DA AR 200-1 , and DA AR 420-1 as well as local laws and regulations. Waste management including collection and transportation of the waste shall be implemented in accordance with such laws and regulations.

1.14 CONSTRUCTION SCHEDULE

The Contractor shall provide a preliminary construction schedule showing proposed actual construction start and completion dates as well as major portions of work within fourteen (15) calendar days after receipt of Notice to Proceed in accordance with contract clause 52.236-15 entitled "SCHEDULES FOR CONSTRUCTION CONTRACTS". The preliminary construction schedule can be in any format (a bar chart or a Network Analysis are typical formats) as long as it is clearly understandable to the contractor and the Contracting Officer, shows critical items, has sufficient detail to facilitate the work and allow the Contracting Officer to determine accurately the contractor's progress. In accordance with section 01 32 01.00 10, the formal construction schedule showing actual progress compared with scheduled progress shall be submitted no less than 42 calendar days after receipt of Notice to Proceed, and be updated every 30 days throughout the contract performance period.

1.15 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

The Contractor shall furnish all materials necessary for performance of the work of this contract unless otherwise specified. Materials procured shall be new and shall meet any material or equipment specifications and standards listed in the construction specifications. All materials needed to perform this contract shall be new, of acceptable industrial grade and quality, equal to or better than the manufacturer's original equipment for equipment being repaired or replaced, and will be compatible with existing materials and systems. All material and/or equipment provided under this contract shall be free of asbestos, lead in paint and PCB. The Contracting Officer reserves the right to request additional submittal information of any material or equipment being provided under this contract. The Contracting Office shall make the final determination of the acceptability of any Contractor furnished materials provided under this contract.

1.15.1 Certificate Against Use of Asbestos-Containing Material

In addition to the submittals required under this Section, the Contractor shall submit a separate "Certificate Against Use of Asbestos-Containing Material" (see attached form) certifying that no ACM was specified as a building material in any construction document for the building, or, to the best of their knowledge, no ACM was used as a building material in the building. The certificate shall be submitted to the Authorized Representative of the Contract Office prior to final inspection of the project.

W912HV-16-B-0003 SECTION 01 11 00.20 33 Page 10 (Am-0010)

1.16 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the contract to be salvaged shall remain the property of the Government.

1.17 CLEAN UP

The Contractor shall at all times keep the work area, including storage areas used by him, tidy and free from accumulation of waste material or rubbish, and prior to completion of the work, remove any rubbish from the premises. All tools, equipment and materials not the property of the Government shall be removed from the premises and properly disposed of off Government property. Upon completion of the work, the Contractor shall notify the Government representative for final inspection and acceptance.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

W912HV-16-B-0003 SECTION 01 11 00.20 33 Page 11 (Am-0010)

SECTION TABLE OF CONTENTS

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 82 14.00 10

ASBESTOS HAZARD CONTROL ACTIVITIES

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Asbestos

1.2.2 Asbestos-Containing Material (ACM)

1.2.3 Asbestos Control Area

1.2.4 Authorized Person

1.2.5 Background Sampling

1.2.6 Building Inspector

1.2.7 Class II Asbestos Work

1.2.8 Competent Person

1.2.9 Contractor/Supervisor

1.2.10 Critical Barrier

1.2.11 Demolition

1.2.12 Encapsulation

1.2.13 Fiber

1.2.14 Friable Asbestos Material

1.2.15 Glovebag Technique

1.2.16 Government Consultant (GC)

1.2.17 HEPA Filter Equipment

1.2.18 Industrial Hygienist(IH)/Private Qualified Person (PQP)

1.2.19 Industrial Hygiene Technician (IHT)

1.2.19.1 Intact

1.2.20 Negative Initial Exposure Assessment

1.2.21 Negative Pressure Enclosure (NPE)

1.2.22 NESHAP

1.2.23 Nonfriable ACM

1.2.24 Nonfriable ACM (Category I)

1.2.25 Nonfriable ACM (Category II)

1.2.26 Permissible Exposure Limits (PELs)

1.2.26.1 PEL-Time Weighted Average(TWA)

1.2.26.2 PEL-Excursion Limit

1.2.27 Personal Sampling

1.2.28 Qualified Person

1.2.28.1 Regulated Area

1.2.29 Removal

1.2.29.1 Repair

1.2.30 Surfacing ACM

1.2.31 TEM

1.2.32 Time Weighted Average (TWA)

1.2.33 Wetting Agent

1.2.34 Worker

1.3 SUBMITTALS

1.4 DESCRIPTION OF WORK

1.4.1 Unexpected Discovery of Asbestos

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1.5 QUALIFICATIONS

1.5.1 Written Qualifications and Organization Report

1.5.1.1 The Contractor shall provide proof of the following

qualifications:

1.5.2 Specific Requirements

1.5.2.1 Asbestos Abatement Contractor

1.5.2.2 Asbestos Hazard Control Supervisor

1.5.2.3 Designated Competent Person

1.5.2.4 Industrial Hygienist(IH)/Private Qualified Person (PQP)

Documentation

1.5.2.5 Industrial Hygiene Technician (IHT)

1.5.2.6 Asbestos Abatement Workers

1.5.2.7 Worker Training and Certification of Worker Acknowledgment

1.5.2.8 Independent Testing Laboratory

1.5.2.9 Disposal Facility, Transporter

1.5.3 Government of Japan (GOJ), Federal, and Local Prefecture

Citations on Previous Projects

1.6 REGULATORY REQUIREMENTS

1.7 SAFETY AND HEALTH PROGRAM AND PLANS

1.7.1 Environment, Safety and Health Compliance

1.7.2 Asbestos Work Plan

1.7.3 Asbestos Hazard Plan Appendix

1.7.4 Activity Hazard Analyses Appendix

1.8 PRECONSTRUCTION CONFERENCE

1.9 SECURITY

1.10 Medical Examinations

1.11 Medical Records

1.12 MEDICAL SURVEILLANCE REQUIREMENTS

1.13 TRAINING PROGRAM

1.14 RESPIRATORY PROTECTION PROGRAM

1.14.1 Respiratory Fit Testing

1.14.2 Respirator Selection and Use Requirements

1.15 LICENSES, PERMITS AND NOTIFICATIONS

1.16 PERSONAL PROTECTIVE EQUIPMENT

1.16.1 Respirators

1.16.2 Whole Body Protection

1.17 HYGIENE FACILITIES AND PRACTICES

1.18 PERSONAL DECONTAMINATION UNIT

1.19 WARNING SIGNS AND TAPE

1.20 WARNING LABELS

1.21 TOOLS

1.22 RENTAL EQUIPMENT

1.23 AIR MONITORING EQUIPMENT

PART 2 PRODUCTS

2.1 ENCASEMENT PRODUCTS

2.2 RECYCLABLE MATERIALS

2.2.1 EXPENDABLE SUPPLIES

2.2.1.1 Duct Tape

2.2.1.2 Disposal Containers

2.2.1.3 Sheet Plastic

2.3 ENCAPSULANTS

2.3.1 Removal Encapsulants

2.3.2 Bridging Encapsulant

2.3.3 Penetrating Encapsulant

2.3.4 Lock-down Encapsulant

PART 3 EXECUTION

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3.1 GENERAL REQUIREMENTS

3.2 PROTECTION OF ADJACENT WORK FOR AREAS TO REMAIN

3.3 FURNISHINGS

3.4 PRECLEANING

3.5 NEGATIVE PRESSURE ENCLOSURE/ASBESTOS CONTROL AREA REQUIREMENTS

3.6 REMOVAL PROCEDURES

3.7 METHODS OF COMPLIANCE

3.7.1 Mandated Practices

3.7.2 Control Methods

3.7.3 Unacceptable Practices

3.8 EXPOSURE ASSESSMENT AND AIR MONITORING

3.8.1 General Requirements

3.9 LOCK-DOWN

3.10 SITE INSPECTION

3.11 CLEANUP AND DISPOSAL

3.11.1 Housekeeping

3.11.2 Title to ACM Materials

3.11.3 Collection and Disposal of Asbestos

3.11.4 Weight Bills and Delivery Tickets

3.11.5 Records and Management Plan

3.11.5.1 Asbestos Waste Shipment Records

3.11.5.2 Asbestos Management Plan

3.11.5.3 Clearance Certification

3.11.5.4 TABLE 1: ASBESTOS-CONTAINING MATERIALS ABATEMENT

-- End of Section Table of Contents --

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SECTION 02 82 14.00 10

ASBESTOS HAZARD CONTROL ACTIVITIES

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.

AMERICAN INDUSTRIAL HYGIENE ASSOCIATION (AIHA)

AIHA Z88.6 (2006) Respiratory Protection - Respirator Use-Physical Qualifications for Personnel

AIHA Z9.2 (2012) Fundamentals Governing the Design and Operation of Local Exhaust Ventilation Systems

ASTM INTERNATIONAL (ASTM)

ASTM C732 (2006; R 2012) Aging Effects of Artificial Weathering on Latex Sealants

ASTM D 4397 (2009) Standard Specification for Polyethylene Sheeting for Construction, Industrial, and Agricultural Applications

ASTM D2794 (1993; R 2010) Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact)

ASTM D522 (1993a; R 2008) Mandrel Bend Test of Attached Organic Coatings

ASTM E119 (2014) Standard Test Methods for Fire Tests of Building Construction and Materials

ASTM E1368 (2014) Visual Inspection of Asbestos Abatement Projects

ASTM E736 (2000; R 2011) Cohesion/Adhesion of Sprayed Fire-Resistive Materials Applied to Structural Members

ASTM E84 (2014) Standard Test Method for Surface Burning Characteristics of Building Materials

ASTM E96/E96M (2013) Standard Test Methods for Water Vapor Transmission of Materials

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NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH (NIOSH)

NIOSH 2003-154 (2003; 4th Ed; Supple 3) NIOSH Manual of Analytical Methods

NIOSH 94-113 (1994; 4th Ed) NIOSH Manual of Analytical Methods

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA 340/1-90/018 (1990) Asbestos/NESHAP Regulated Asbestos Containing Materials Guidance

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.134 Respiratory Protection

29 CFR 1910.147 Control of Hazardous Energy (Lock Out/Tag Out)

29 CFR 1926.103 Respiratory Protection

29 CFR 1926.1101 Asbestos

29 CFR 1926.200 Accident Prevention Signs and Tags

29 CFR 1926.32 Safety and Health Regulations for Construction - Definition

29 CFR 1926.51 Sanitation

29 CFR 1926.59 Hazard Communication

29 CFR 1926.62 Lead

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

40 CFR 763 Asbestos

49 CFR 107 Hazardous Materials Program Procedures

49 CFR 171 General Information, Regulations, and Definitions

49 CFR 172 Hazardous Materials Table, Special Provisions, Hazardous Materials Communications, Emergency Response Information, and Training Requirements

49 CFR 173 Shippers - General Requirements for Shipments and Packagings

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UNDERWRITERS LABORATORIES (UL)

UL 586 (2009; Reprint Sep 2014) Standard for High-Efficiency Particulate, Air Filter Units

U.S. DEPARTMENT OF DEFENSE (DOD)

JEGS (2010) Japan Environmental Governing Standards

JAPANESE REGULATIONS

Ministry of Health, Labor and Welfare Implementation of Changes to the Industrial Safety and Health Law and Asbestos Exposure Prevention Ordinances, Sept 2006

Ministry of Environment Implementation of Changes to the Air Pollution Prevention Law to

Protect Human Health from Asbestos Exposure (Notification), Sept

Implementation of Changes to the Air Pollution Prevention Law (Notification), Jan 2006

Implementation of Changes to the Solid Waste and Clean-Up Laws, including Prevention of Ocean Water Pollution and Incidents, Sept

Prevention of Ocean Water Pollution and Incidents, Sept 2006

Implementation of Changes to the Solid Waste and Clean-Up Laws, Sept 2006

Proper Procedures in Managing Non-Friable Asbestos Waste Disposal and Clean-Up, Aug 2005

Disposal Procedures for Asbestos-Containing Household Materials, Jun 2006

Ministry of Land, Infrastructure and Transport

Building Standards Law

International Maritime Dangerous Goods (IMDG) Standards

1.2 DEFINITIONS

1.2.1 Asbestos

The term asbestos includes chrysotile, amosite, crocidolite, tremolite asbestos, anthophyllite asbestos, and actinolite asbestos and any of these minerals that has been chemically treated or altered. Materials are considered to contain asbestos if the asbestos content of the material is determined to be at least 0.1 percent in Japan.

1.2.2 Asbestos-Containing Material (ACM)

Any materials containing more than one tenth of one percent asbestos.

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1.2.3 Asbestos Control Area

The area where asbestos removal operations are performed which is isolated by physical boundaries which assist in the prevention of the uncontrolled release of asbestos dust, fibers and debris.

1.2.4 Authorized Person

Any person authorized by the Contractor and required by work duties to be present in the regulated areas.

1.2.5 Background Sampling

The ambient airborne asbestos concentration in an uncontaminated area as measured prior to any asbestos hazard abatement efforts. Background concentrations are other (contaminated) area are measured in similar, but asbestos free locations.

1.2.6 Building Inspector

Individual who inspects buildings for asbestos and has EPA Model Accreditation Plan (MAP) "Building Inspector" training; accreditation required by 40 CFR 763 , Subpart E, Appendix C, and is AHERA certified as a "Building Inspector".

1.2.7 Class II Asbestos Work

Activities defined by OSHA involving the removal of ACM which is not thermal system insulation or surfacing material. This includes, but is not limited to, the removal of asbestos - containing wallboard, floor tile and sheeting, roofing and siding shingles, and construction mastic.

Certain "incidental" roofing materials such as mastic, flashing and cements when they are still intact are excluded from Class II asbestos work. Removal of small amounts of these materials which would fit into a glovebag may be classified as a Class III job.

1.2.8 Competent Person

In addition to the definition in 29 CFR 1926.32 (f), a person who is capable of identifying existing asbestos hazards as defined in 29 CFR 1926.1101 , selecting the appropriate control strategy, has the authority to take prompt corrective measures to eliminate them and has EPA Model Accreditation Plan (MAP) "Contractor/Supervisor" training; and is AHERA certified as a "Contractor/Supervisor".

1.2.9 Contractor/Supervisor

Individual who supervises asbestos abatement work and has EPA Model Accreditation Plan "Contractor/Supervisor" training; and is AHERA certified as a "Contractor/Supervisor".

1.2.10 Critical Barrier

One or more layers of plastic sealed over all openings into a regulated area or any other similarly placed physical barrier sufficient to prevent airborne asbestos in a regulated area from migrating to an adjacent area.

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1.2.11 Demolition

The wrecking or taking out of any load-supporting structural member and any related razing, removing, or stripping of asbestos products.

1.2.12 Encapsulation

The abatement of an asbestos hazard through the appropriate use of chemical encapsulants.

1.2.13 Fiber

A fibrous particulate, 5 micrometers or longer, with a length to width ratio of at least 3 to 1.

1.2.14 Friable Asbestos Material

0.1% asbestos containing material that can be crumbled, pulverized, or reduced to powder by hand pressure when dry.

1.2.15 Glovebag Technique

Those asbestos removal and control techniques put forth in 29 CFR 1926.1101 Appendix G.

1.2.16 Government Consultant (GC)

That qualified person employed directly by the Government to monitor, sample, inspect the work or in some other way advise the Contracting Officer. The GC is normally a private consultant, but can be an employee of the Government.

1.2.17 HEPA Filter Equipment

High efficiency particulate air (HEPA) filtered vacuum and/or exhaust ventilation equipment with a filter system capable of collecting and retaining asbestos fibers. Filters shall retain 99.97 percent of particles 0.3 microns or larger as indicated in UL 586 .

1.2.18 Industrial Hygienist(IH)/Private Qualified Person (PQP)

A registered Architect, Professional Engineer (licensed), or US Certified Industrial Hygienist who has successfully completed training in, and is accredited under a legitimate Model Accreditation Plan (MAP), as described in 40 CFR 763 , as a certified Building Inspector, Contractor Supervisor Abatement Worker, and Asbestos Project Designer; and has successfully completed the National Institute of Occupational Safety and Health (NIOSH) 582 course "Sampling and Evaluating Airborne Asbestos Dust". The IH/PQP shall have working knowledge of applicable US and Japanese regulations for occupational safety and health requirements for asbestos in construction.

The IH/PQP shall be considered a competent person as defined in 29 CFR 1926.62 . The IH/PQP shall be a third party contractor and have no employee/employer relationship or financial relationship which could constitute a conflict of interest.

1.2.19 Industrial Hygiene Technician (IHT)

The industrial hygiene technician (IHT) shall be an employee of the IH/PQP

W912HV-16-B-0003 SECTION 02 82 14.00 10 Page 8 (Am-0010) or the testing laboratory and shall have a minimum of 2 years experience in the industrial hygiene field working under the direction of the IH and has completed the Following courses: "Contractor Supervisor Abatement Worker" "Asbestos Project Designer" National Institute of Occupational Safety and Health (NIOSH) 582 course "Sampling and Evaluating Airborne Asbestos Dust" or equivalent.

1.2.19.1 Intact

ACM which has not crumbled, been pulverized, or otherwise deteriorated so that the asbestos is no longer likely to be bound with its matrix. Removal of "intact" asphaltic, resinous, cementitious products does not render the ACM non-intact simply by being separated into smaller pieces.

1.2.20 Negative Initial Exposure Assessment

A demonstration by the Contractor to show that employee exposure during an operation is expected to be consistently below the OSHA Permissible Exposure Limits (PELs).

1.2.21 Negative Pressure Enclosure (NPE)

That engineering control technique described as a negative pressure enclosure in 29 CFR 1926.1101 .

1.2.22 NESHAP

National Emission Standards for Hazardous Air Pollutants. The USEPA NESHAP regulation for asbestos is at 40 CFR 61 , Subpart M.

1.2.23 Nonfriable ACM

A NESHAP term defined in 40 CFR 61 , Subpart M and EPA 340/1-90/018 meaning any material containing more than 0.1 percent asbestos that, when dry, cannot be crumbled, pulverized or reduced to powder by hand pressure.

1.2.24 Nonfriable ACM (Category I)

Means asbestos-containing packings, gaskets, resilient floor covering, and asphalt roofing products containing more than 0.1 percent asbestos.

1.2.25 Nonfriable ACM (Category II)

Means any material, excluding Category I nonfriable ACM, containing more than 0.1 percent asbestos.

1.2.26 Permissible Exposure Limits (PELs)

0.1 fibers per cubic centimeter of air as an 8 hour time weighted average (TWA) measured in the breathing zone as defined by 29 CFR 1926.1101 or other Federal legislation having legal jurisdiction for the protection of workers health.

1.2.26.1 PEL-Time Weighted Average(TWA)

Concentration of asbestos not in excess of 0.1 fibers per cubic centimeter of air (f/cc) as an 8 hour time weighted average (TWA).

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1.2.26.2 PEL-Excursion Limit

An airborne concentration of asbestos not in excess of 1.0 f/cc of air as averaged over a sampling period of 30 minutes.

1.2.27 Personal Sampling

Air sampling which is performed to determine asbestos fiber concentrations within the breathing zone of a specific employee, as performed in accordance with 29 CFR 1926.1101 .

1.2.28 Qualified Person

A registered Architect, Professional Engineer, Certified Industrial Hygienist, consultant or other qualified person who has successfully completed training and is therefore accredited under a legitimate Model Accreditation Plan as described in 40 CFR 763 as a Building Inspector, Contractor/Supervisor Abatement Worker, and Asbestos Project Designer; and had successfully completed the National Institute of Occupational Safety and Health (NIOSH) 582 course "Sampling and Evaluating Airborne Asbestos Dust" or equivalent. The PQP must be qualified to perform visual inspections as indicated in ASTM 1368.

1.2.28.1 Regulated Area

An OSHA term defined in 29 CFR 1926.1101 meaning an area established by the Contractor to demarcate areas where Class I, II, and III asbestos work is conducted; also any adjoining area where debris and waste from such asbestos work accumulate; and an area within which airborne concentrations of asbestos exceed, or there is a reasonable possibility they may exceed, the permissible exposure limit.

1.2.29 Removal

All operations where ACM is taken out or…