A.8.6_W912HV-16-R-0007_AM-0002.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

Type IV Hydrant Fuel Repair, Phase II, Misaw a AB, Japan

The purpose of this amendment is to:

1) Revise specif ication/draw ing pages

2) Provide responses to bidder's inquiries

3) Provide HAS-Mech-3-Bldg As-Built-Draw ings for informational purposes only.

1. CONTRACT ID CODE PAGE OF PAGES

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-R-0007

X 9B. DATED (SEE ITEM 11)

13-Jul-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

24-Aug-2016

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-R-0007

AM-0002

14. DESCRIPTION OF AMENDMENT (continued)

1. CHANGES TO SOLICITATION. Attached hereto are revised specification sections and drawings to the solicitation. The revision mark (AM-0002) is shown on each revised page.

a. REVISED SECTION(S). Revised section(s) to project specifications.

Attached hereto are the following revised section(s). 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 00.30 33

Section 01 35 26

Section 02 61 13

Section 33 09 55

Section 33 52 43.13

b. REVISED DRAWINGS (ISSUED). Attached hereto are the following revised drawing(s) to the solicitation. Revised drawing(s) will replace like-numbered drawing(s) in the subject solicitation.

Drawing Sheet Revision No. Revision Date

EI503 1 8/11/16

EI504 1 8/11/16

MS501 1 8/11/16

MS502 1 8/11/16

MS901 1 8/11/16

ES503 1 8/11/16

MS101 1 8/11/16

SS501 1 8/11/16

2. QUESTIONS AND ANSWERS – The Government’s response(s) to questions(s) submitted by prospective bidder(s)/offeror(s) are provided in an attachment to this amendment. Questions/Answers

1-18; The questions were submitted by potential bidder(s). Answers provided below do not amend the solicitation (specifications/drawings, etc.) unless such revision is specifically noted and incorporated into the solicitation.

3. AS-BUILT DRAWINGS (provided separately) – “As-Built” Drawings are provided for informational purposes only. These “As-Built” Drawings are not part of the solicitation (and will not become part of the contract) and do not amend the solicitation (specifications, drawings, etc.). “As-built” drawings may not be complete or depict existing conditions. The contractor will be responsible for verifying actual conditions at the site.

4. The proposal due date and time of Wednesday, September 7, 2016 @ 2:00PM Japan Standard

Time remains unchanged.

Type IV Hydrant Emergency Fuel Repairs

Misawa AB, Japan

13AF0002

SECTION 01 11 00.30 33 Page 1 (Am-0002)

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.30 33

GENERAL CONTRACT REQUIREMENTS (MISAWA RO)

PART 1 GENERAL

1.1 REFERENCES (NOT USED)

1.2 KEY PERSONNEL QUALIFICATIONS

1.3 DEFINITIONS

1.4 SUBSTITUTION

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (MAY 2013)

1.6 PERMITS AND RESPONSIBILITIES

1.7 SPECIAL CONTRACT REQUIREMENTS

1.7.1 Availability of Work Site and Working Hours

1.7.2 Request for Contractor's Employee Passes and Vehicle Passes

1.7.3 Government-Furnished Contractor-Installed Equipment

1.8 AS-BUILT DRAWINGS

1.9 AIRFIELD OPERATIONS AND SAFETY REQUIREMENTS

1.10 AVAILABILITY OF UTILITY SERVICES

1.11 AVAILABILITY OF SANITARY FACILITIES

1.12 SAFETY REQUIREMENTS

1.13 DISPOSAL OF MATERIAL

1.14 OPEN FLAME AND WELDING

1.15 CONSTRUCTION SCHEDULE

1.16 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

1.17 SUBMITTALS

1.18 CLEAN UP

1.19 CORRESPONDENCE

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00.30 33 Page 2 (Am-0002)

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13AF0002

SECTION 01 11 00.30 33

GENERAL CONTRACT REQUIREMENTS

(MISAWA RO)

PART 1 GENERAL

1.1 REFERENCES (NOT USED)

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.

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-260-01 (2008) Airport and Heliport

Planning and Design

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3

2010;

Changes 4-6 2011; Change 7 2012)

Safety and Health Requirements

Manual

1.2 KEY PERSONNEL QUALIFICATIONS

The Contractor's Project Key personnel shall not be assigned duties to any other contracts (excluding the project manager) 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. Key

Personnel shall attend the preconstruction conference.

a. Project Manager. The project manager must be a graduate engineer, graduate architect, or a graduate of construction management, and shall have at least 5 years experience (within last 10 years) as a Construction Project Manager, with a minimum of 2 of those 5 years as a Construction Project Manager in construction and installation of a completed Hydrant Fueling

System(s) or Petroleum, Oil and Lubrication (POL) Facilities.

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 (attendance can be on site, via video-conferencing, or by phone), and will be available on site within 24 hours upon request.

b. Site Supervisor (Superintendent). The Site Supervisor

SECTION 01 11 00.30 33 Page 3 (Am-0002)

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13AF0002

(Superintendent) shall have a minimum of 5 years experience

(within the last 10 years) as a site supervisor on industrial construction projects with a minimum of 2 of those 5 years as a site supervisor in construction and installation of Hydrant

Fueling System(s) or POL Facilities. 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 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. Interpreter. At all times during the contract period, the Contractor shall have an employee capable of fluent bilingual translation

(speech and written) in the Japanese and English languages at the job site. The bilingual interpreter shall have the capability to receive and issue bilingual concise and technical explanation and instructions between the Government representative(s) and Contractor supervisory personnel concerning all aspects of contract administration and construction.

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 & Health Officer (SSHO). The SSHO shall meet the requirements stated in section 01 35 26 GOVERNMENT SAFETY

REQUIREMENTS.

1.3 DEFINITIONS

The term "United States" will appear before the word "Government" whenever the latter word appears in this contract, except where the word

"Government" refers to a different-named Government.

1.4 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.

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (MAY 2013)

a. This paragraph specifies the procedure for determination of time extensions for unusually severe weather in accordance with the

Contract clause entitled "DEFAULT (FIXED-PRICE CONSTRUCTION)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the Contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control

SECTION 01 11 00.30 33 Page 4 (Am-0002)

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13AF0002

and without the fault or negligence of the Contractor.

b. The listing below defines the monthly anticipated adverse weather days for the Contract period and is based upon 20th Weather Squadron

(MAC),U.S. Air Force; Iwakuni U.S. Marine Corps Air Station, Weather

Service; Sasebo Naval Pacific Meteorology and Oceanography

Detachment; JASDF (Japan Air Self Defense Force), or similar data for the Misawa AB, Japan geographic location of the project. (More specific information may be obtained as specified under Special Contract Requirements Clause entitled "Physical Data.")

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

WORK DAYS BASED ON (5) DAY WORK WEEK

Misawa-area Kanto Plain Iwakuni Okinawa Sasebo

JAN 8 1 2 5 7

FEB 9 3 4 7 6

MAR 6 6 7 8 7

APR 3 6 6 6 7

MAY 4 4 6 6 6

JUN 5 9 8 6 12

JUL 6 6 6 6 9

AUG 6 6 5 9 9

SEP 6 7 6 7 9

OCT 4 5 4 4 8

NOV 6 4 4 4 5

DEC 7 1 3 5 5

The above schedule of anticipated adverse weather days shall constitute the base line for monthly (or portion thereof) weather time evaluations.

c. Upon acknowledgment of the Notice-to-Proceed (NTP) and continuing throughout the Contract, the Contractor shall record on the daily

CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the

Contractor's scheduled work day.

d. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b), above, the contracting Officer shall convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract clause entitled "DEFAULT

(FIXED PRICE CONSTRUCTION)".

e. For all work under this Contract, adverse weather is defined as:

(1) Rainfall - Number of occurrences of precipitation greater than or equal to 0.10 inches (2.54mm).

(2) Snowfall - Number of occurrences of precipitation greater than or equal to 1.00 inches (25.4mm). (Not applicable to Okinawa Area)

(3) Cold Temperature - Number of occurrences when daily maximum temperature does not exceed the monthly mean low temperature or 32 degrees Fahrenheit (0 degrees Celsius), whichever is lower. (Not

SECTION 01 11 00.30 33 Page 5 (Am-0002)

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13AF0002

applicable to Okinawa Area)

(4) Concurrence between snowfall and cold temperature is 80 percent, i.e. 80 percent of the time snow falls, the temperature is "cold".

Misawa AB, Japan

(5) Wind - Number of occurrences when the wind is gusting 30 knots (56 kilometers/hour) or greater.

f. The Contractor's schedule must reflect the above anticipated adverse weather delays on all weather-dependent activities.

1.6 PERMITS AND RESPONSIBILITIES

a. 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 in connection with prosecution of work. The Contractor shall be similarly responsible for all damages to persons or property that occur as a result of his 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. The Contractor shall apply for a permit with base officials at least

120 days prior to starting work on Misawa airfield. No work on the

Misawa airfield is permitted until the Contractor notifies the

Contracting Officer in writing of permit approval.

c. The Contractor shall submit a schedule of planned road closures to the Contracting Officer with the initial project schedule.

Notification of specific road closures shall be in writing to the Contracting Office not less than thirty (30) calendar days in advance of the intended closure. The road closure request shall include the planned traffic control measures as well as the general information about the closure. All road closures will be coordinated with base officials and are subject to base requirements.

No road closure will be permitted until the Contractor receives written approval from the Contracting Officer. Full road closures will generally NOT be permitted (at least one way traffic should always be provided).

d. 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 utility disruptions shall be in writing to the Contracting Office not less than forty-five (45) calendar days in advance of the intended disruption. 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.

1.7 SPECIAL CONTRACT REQUIREMENTS

1.7.1 Availability of Work Site and Working Hours

a. The maximum downtime period allowed for the pump house is

90 consecutive days.

a. Normal working hours are Monday through Friday, 0800 hours through

1700 hours. Work on other than normal working hours may be arranged

SECTION 01 11 00.30 33 Page 6 (Am-0002)

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13AF0002

if coordinated at least three calendar days in advance and if approved in writing by the Contracting Officer.

b. For work on the airfield, Contractor shall submit, in writing, his schedule when this work will be performed a minimum of 90 calendar days in advance for coordination with the proper base agencies.

Work plans for night work shall be submitted for review and approval 30 days in advance.

c. No work shall take place on or near the airfield during the 2017 air show hosted by the Air Force at Misawa AB. The air show typically is held on the United States observed holiday Labor Day weekend. The

Contractor shall not be allowed to work starting on the Thursday before the air show weekend through Monday following the air show weekend (5 days each year). The Contractor shall coordinate with

Misawa AB regarding the exact dates of the 2017 air show. The Air

Force reserves the right to move these scheduled dates to other weekend dates without additional compensation to the Contractor.

d. Contractor shall plan on not working four (4) days every quarter

(4 times a year) due to base exercises.

1.7.2 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. 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, etc…) for long term passes.

The Contractor will then, 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.

b. 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.

1.7.3 Government-Furnished Contractor-Installed Equipment

Pursuant to CONTRACT CLAUSES clause: "Government Property" the Government will furnish to the Contractor the following property to be incorporated or installed in the work. Such property will be furnished at location identified on the drawings, perform required testing and transport the property to the jobsite at his own expense. All such property will be installed or incorporated into the work at the expense of the Contractor.

The Contractor shall verify the quantity and condition of such

Government-furnished property when delivered to him, acknowledge receipt thereof in writing to the Contracting Officer, and in case of damage to or shortage of such property, shall within 24 hours report in writing such damage or shortage to the Contracting Officer.

Item/Description

None

1.8 AS-BUILT DRAWINGS

SECTION 01 11 00.30 33 Page 7 (Am-0002)

Misawa AB, Japan

13AF0002

Hardcopy and CAD file (DXF format) is required for this project.

1.9 AIRFIELD OPERATIONS AND SAFETY REQUIREMENTS

a. Prior to beginning any construction work in the airfield, a temporary Construction Airfield Waiver must be coordinated with the appropriate base personnel. This coordination takes 90 calendar days.

Upon receipt of the Notice to Proceed, the Contractor shall provide to the Contracting Officer his proposed schedule. Upon receipt of this schedule, coordination for a Construction Airfield Waiver will begin.

b. The Contractor shall follow the airfield operations and safety requirements as set forth below, in addition to the airfield safety precautions as set forth in SECTION 00 70 00, Clause 252.236-7005, AIRFIELD SAFETY PRECAUTIONS. Construction phasing and operational safety on the airfield during construction shall comply with all requirements provided in UFC 3-260-01, Appendix B, Section 14.

Contractor security obligations, including free zone requirements, are given in AFI 31-101 Air Force Installation Security Program

(ISP).

The Contractor shall update Airfield Management weekly on all current and future construction activities taking place on the airfield.

c. The Contractor shall submit for Government Approval (G), an

Airfield Operations Plan describing in detail how the Contractor intends to meet the airfield safety requirements of the contract.

d. CONTACTS AND NOTIFICATIONS. The Contractor shall designate one of his personnel as the Airfield Safety Supervisor. The Contracting Officer or his representative of the Misawa Resident Office will be the central point of contact between the Airfield Safety Supervisor and the Misawa Air Base. The Airfield Safety Supervisor shall be able to speak English and shall be on the site at all times to communicate directly with the Misawa Air Base Control Tower. It will be the responsibility of the Contractor's Airfield Safety Supervisor to relay to all Contractor Personnel on site all instructions from the

Misawa Air Base Control Tower.

e. FOREIGN OBJECT DEBRIS (FOD). The Contractor will be required to do a

FOD inspection on ALL vehicles prior to entering the taxiways. The

Contractor will be required to make sure that ALL vehicles leaving the construction site do not track mud, dirt, or debris on to the taxiway surface.

f. MAXIMUM HEIGHT OF EQUIPMENT AND TEMPORARY FACILITIES. Marking of equipment shall be in accordance with conditions previously set forth and as set forth in SECTION 00 70 00, Clause 252.236-7005, AIRFIELD SAFETY PRECAUTIONS.

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.

SECTION 01 11 00.30 33 Page 8 (Am-0002)

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1.11 AVAILABILITY OF SANITARY FACILITIES

No toilet facility is available for Contractor's use.

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 section. Safety submittals shall be in accordance with Section 01 35 26, GOVERNMENTAL SAFETY STANDARDS. 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 disposed of off of Government property unless otherwise directed by the

Contracting Officer.

1.14 OPEN FLAME AND WELDING

The Contractor shall submit a request for open flame work permits to the

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.

1.15 CONSTRUCTION SCHEDULE

The Contractor shall provide construction schedules in accordance with

Section 01 32 01.00 10 PROJECT SCHEDULE.

1.16 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 specifications and standards listed in these specifications. If no specification for a material needed to perform this contract are stated, the material 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 materials provided under this contract shall be free of asbestos, lead in paint, and PCB.

The Contracting Officer reserves the right to request submittal of any material being provided under this contract. The Contracting Office shall make the final determination of the acceptability of any material used on this contract.

1.17 SUBMITTALS

The Contractor shall make submittals as required by the specifications.

Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with the contract requirements. Proposed deviations from the contract requirements shall be clearly identified in the submittals. All submittals shall be made in accordance with SECTION

SECTION 01 11 00.30 33 Page 9 (Am-0002)

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01 33 00, Submittal Procedures.

SD-01 Preconstruction Submittals

Airfield Operations Plan; G-RO

1.18 CLEAN UP

The Contractor shall, at all times, keep the work area, including storage areas used, 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 Contracting Officer that they are ready for final inspection.

1.19 CORRESPONDENCE

Submit all correspondence in triplicate sets, one original and two copies, including all attachments written in English. Attachments in Japanese shall be properly and fully translated to English.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

Type IV Hydrant Emergency Fuel Rapairs 13AF0002

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEFINITIONS

1.4 CONTRACTOR SAFETY SELF-EVALUATION CHECKLIST

1.5 REGULATORY REQUIREMENTS

1.6 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.6.1 Personnel Qualifications

1.6.1.1 Site Safety and Health Officer (SSHO)

1.6.1.2 Crane Operators

1.6.2 Personnel Duties

1.6.2.1 Site Safety and Health Officer (SSHO)

1.6.2.2 Other Safety Personnel

1.6.3 Meetings

1.6.3.1 Preconstruction Conference

1.6.3.2 Safety Meetings

1.7 ACCIDENT PREVENTION PLAN (APP)

1.7.1 EM 385-1-1 Contents

1.8 ACTIVITY HAZARD ANALYSIS (AHA)

1.9 DISPLAY OF SAFETY INFORMATION

1.10 SITE SAFETY REFERENCE MATERIALS

1.11 EMERGENCY MEDICAL TREATMENT

1.12 REPORTS

1.12.1 Accident Reports

1.12.2 Accident Notification

1.12.3 Monthly Exposure Reports

1.12.4 Crane Reports

1.13 HOT WORK

PART 2 PRODUCTS

2.1 CONFINED SPACE SIGNAGE

2.2 FALL PROTECTION ANCHORAGE

PART 3 EXECUTION

3.1 CONSTRUCTION AND/OR OTHER WORK

3.1.1 Hazardous Material Use

3.1.2 Hazardous Material Exclusions

3.1.3 Unforeseen Hazardous Material

3.2 PRE-OUTAGE COORDINATION MEETING

3.3 FALL HAZARD PROTECTION AND PREVENTION PROGRAM

3.3.1 Training

3.3.2 Fall Protection Equipment and Systems

3.3.2.1 Personal Fall Arrest Equipment

SECTION 01 35 26 Page 1 (Am-0002)

3.3.3 Fall Protection for Roofing Work

3.3.4 Existing Anchorage

3.3.5 Horizontal Lifelines

3.3.6 Guardrails and Safety Nets

3.3.7 Rescue and Evacuation Procedures

3.4 SCAFFOLDING

3.4.1 Stilts

3.5 EQUIPMENT

3.5.1 Material Handling Equipment

3.5.2 Weight Handling Equipment

3.5.3 Equipment and Mechanized Equipment

3.6 EXCAVATIONS

3.6.1 Utility Locations

3.6.2 Utility Location Verification

3.6.3 Shoring Systems

3.6.4 Trenching Machinery

3.7 UTILITIES WITHIN CONCRETE SLABS

3.8 ELECTRICAL

3.8.1 Conduct of Electrical Work

3.8.2 Portable Extension Cords

3.8.3 Ground-Fault Circuit Interrupters

3.9 WORK IN CONFINED SPACES

SECTION 01 35 26 Page 2 (Am-0002)

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

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.

U.S. ARMY (DA)

DA AR 40-5 (2007) Preventative Medicine

DA AR 385-10 (2007) The Army Safety Program

U.S. DEPARTMENT OF DEFENSE (DOD)

DODI 6055.1 DOD Safety and Occupational Health Program

DODI 6055.3 Hearing Conservation

JEGS 2016 Japanese Environmental Governing Standards

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.32 (2004) Fall Protection

ASSE/SAFE A10.34 (2001; R 2005) Protection of the Public on or Adjacent to Construction Sites

ASSE/SAFE Z359.1 (2007) Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

ASME INTERNATIONAL (ASME)

ASME B30.22 (2005) Articulating Boom Cranes

ASME B30.3 (2004) Construction Tower Cranes

ASME B30.5 (2007) Mobile and Locomotive Cranes

ASME B30.8 (2004) Floating Cranes and Floating Derricks

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2007; Errata 2007; AMD 1 2007) Standard for Portable Fire Extinguishers

NFPA 241 (2004) Safeguarding Construction,Alteration, and Demolition

SECTION 01 35 26 Page 3 (Am-0002)

Operations

NFPA 51B (2008) Fire Prevention During Welding, Cutting, and Other Hot Work

NFPA 70 (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013; AMD 3 2014; Errata 3-4 2014; AMD 4-6 2014) National Electrical Code

NFPA 70E (2012; Errata 2012) Standard for Electrical Safety in the Workplace

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011; Change 7 2012) Safety and Health Requirements Manual

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

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1915 Confined and Enclosed Spaces and Other Dangerous Atmospheres in Shipyard Employment

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.16 Rules of Construction

29 CFR 1926.500 Fall Protection

29 CFR 1960 Basic Program Elements For Federal Employee Occupational Safety And Health Programs And Related Matters

30 CFR 56 Safety And Health Standards—Surface Metal And Nonmetal Mines

1.2 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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Government acceptance is required for submittals with a "G, A" designation.

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP); G-RO

Activity Hazard Analysis (AHA); G-RO

SECTION 01 35 26 Page 4 (Am-0002) j2ee9jmr Line

Crane Critical Lift Plan; G-RO

Proof of qualification for Crane Operators; G-RO

Lockout/TagOut Plan; G-RO

SD-06 Test Reports

Reports

Submit reports as their incidence occurs, in accordance with the requirements of the paragraph entitled, "Reports."

Accident Reports

Monthly Exposure Reports

Crane Reports

SD-07 Certificates

Confined Space Entry Permit

Hot work permit

Contractor Safety Self-Evaluation Checklist; G-RO

1.3 DEFINITIONS

a. Competent Person for Fall Protection. A person who is capable of identifying hazardous or dangerous conditions in the personal fall arrest system or any component thereof, as well as their application and use with related equipment, and has the authority to take prompt corrective measures to eliminate the hazards of falling.

b. High Visibility Accident. Any mishap which may generate publicity and/or high visibility.

c. Medical Treatment. Treatment administered by a physician or by registered professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even through provided by a physician or registered personnel.

d. Operating Envelope. The area surrounding any crane. Inside this "envelope" is the crane, the operator, riggers and crane walkers, rigging gear between the hook and the load, the load and the crane's supporting structure (ground, rail, etc.).

e. Qualified Person for Fall Protection. A person with a recognized degree or professional certificate, and with extensive knowledge, training and experience in the field of fall protection; who is capable of performing design, analysis, and evaluation of fall protection systems and equipment.

f. Recordable Injuries or Illnesses. Any work-related injury or illness that results in:

(1) Death, regardless of the time between the injury and death, or the length of the illness;

SECTION 01 35 26 Page 5 (Am-0002)

(2) Days away from work (any time lost after day of injury/illness onset);

(3) Restricted work;

(4) Transfer to another job;

(5) Medical treatment beyond first aid;

(6) Loss of consciousness; or

(7) A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in (1) through (6) above.

g. "USACE" property and equipment specified in USACE EM 385-1-1 should be interpreted as Government property and equipment.

h. Weight Handling Equipment (WHE) Accident. A WHE accident occurs when any one or more of the six elements in the operating envelope fails to perform correctly during operation, including operation during maintenance or testing resulting in personnel injury or death;

material or equipment damage; dropped load; derailment; two-blocking;

overload; and/or collision, including unplanned contact between the load, crane, and/or other objects. A dropped load, derailment, two-blocking, overload and collision are considered accidents even though no material damage or injury occurs. A component failure (e.g., motor burnout, gear tooth failure, bearing failure) is not considered an accident solely due to material or equipment damage unless the component failure results in damage to other components (e.g., dropped boom, dropped load, roll over, etc.).

1.4 CONTRACTOR SAFETY SELF-EVALUATION CHECKLIST

Not a requirement for USACE contracts.

1.5 REGULATORY REQUIREMENTS

In addition to the detailed requirements included in the provisions of this contract, comply with USACE EM 385-1-1 , and the following OSHA 29 CFR 1910 , 29 CFR 1926 and 29 CFR 1960 , 30 CFR 56 , DODI 6055.1 , DODI 6055.3 , DA AR 40-5 , DA AR 385-10 , JEGS, Host Nation laws, ordinances, criteria, rules and regulations. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern.

1.6 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.6.1 Personnel Qualifications

1.6.1.1 Site Safety and Health Officer (SSHO)

Site Safety and Health Officer (SSHO) shall be provided at the work site at all times to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor. The Contractor Quality Control (QC) person cannot be the SSHO on this project, SECTION 01 35 26 Page 6 (Am-0002) even though the QC has safety inspection responsibilities as part of the QC duties. Provide an SSHO that meets the requirements of EM 385-1-1 Section 1. The SSHO must ensure that the requirements of 29 CFR 1926.16 are met for the project. The SSHO shall not be assigned to any other duties. Provide a Safety oversight team that includes a minimum of one

(1) person at each project site to function as the Site Safety and Health Officer (SSHO). The SSHO or an equally-qualified Alternate SSHO must be at the work site at all times to implement and administer the Contractor's safety program and government-accepted Accident Prevention Plan. The SSHO and Alternate SSHO must have the required training, experience, and qualification in accordance with EM 385-1-1 Section 01.A.17. and all associated sub-paragraphs. If the SSHO is off-site for a period longer than 24 hours, an equally qualified alternate SSHO must be provided and must fulfill the same roles and respnsibilities as the primary SSHO. When the SSHO is temporarily (up to 24 hours) off-site, a Designated Represntative (DR), as identified in the AHA may be used in lieu of an Alternate SSHO, and must be on the project site at all times when worked is being performed. Note that the DR is a collateral duty safety position, with safety duties in additon to their full time occupation. The SSHO shall meet the following requirements:

1. 30-hour OSHA construction safety class or equivalent within the last 5 years. Completion of OSHA construction safety class or equivalent shall be submitted as part of the APP submittal.

Host Nation safety training will be considered to meet the equivalent of the 30-hour OSHA construction safety course. The Japan Construction Safety and Health Association (JCSHA) provides the construction safety course "Kouji Shunin" Course, or "Shocho" Course for Construction Site Managers" as an equivalent to the 30-hour OSHA construction safety course. The training can be viewed at the JCSHA website:

http://www.kensaibou.or.jp

2. A minimum of 5 years safety work on similar project.

3. An average of at least 24 hours of formal safety training each year for the past 4 years with training for competent person status for at least the following competency: Excavation; Scaffolding; Fall Protection;

Control of Hazardous Energy (Lockout/Tagout); Confined Space; Health Hazard Recognition, Evaluation and Control of Chemical, Physical and Biological Agents; Asbestos and Lead Awareness; Personal Protective Equipment and Clothing to include selection, use and maintenance; Safety program management. SSHO's shall maintain competency through having taken 8 hours of documented formal, on-line, or self-study safety and health related coursework every year for the past 5 years. Examples of continuing education activities that meet this requirement are: writing an article, teaching a classs, reading/writing professional articles, attendance/participation in professional societies/meetings, etc.

Competency training can be obtained from Japan Construction Safety and Health Association (JCSHA) or equivalent. Copies of the competent person training shall be part of the APP submittal. The completion of the NAVFAC 24-hour EM 385-1-1 Awareness Course for Contractors cannot be used as credit for formal safety training required by EM 385-1-1 , paragraph 01.A.17.

1.6.1.2 Crane Operators

Meet the crane operators requirements in USACE EM 385-1-1 , Section 16. In addition, for mobile cranes with Original Equipment Manufacturer (OEM)

SECTION 01 35 26 Page 7 (Am-0002) j2ee9jmr Line rated capacitates of 50,000 pounds or greater, designate crane operators as qualified by a source that qualifies crane operators (i.e., union, a government agency, or and organization that tests and qualifies crane operators). Provide proof of current qualification.

1.6.2 Personnel Duties

1.6.2.1 Site Safety and Health Officer (SSHO)

a. Conduct daily safety and health inspections and maintain a written log which includes area/operation inspected, date of inspection, identified hazards, recommended corrective actions, estimated and actual dates of corrections. Attach safety inspection logs to the Contractors' daily quality control report.

b. Conduct mishap investigations and complete required reports.

Maintain the OSHA Form 300 reports for prime and sub-contractors.

c. Maintain applicable safety reference material on the job site.

d. Attend the safety meeting, pre-construction conference, pre-work meetings including preparatory inspection meeting, and periodic in-progress meetings.

e. Implement and enforce accepted APPS and AHAs.

f. Maintain a safety and health deficiency tracking system that monitors outstanding deficiencies until resolution. Post a list of unresolved safety and health deficiencies on the safety bulletin board.

g. Ensure sub-contractor compliance with safety and health requirements.

h. Report Accidents in accordance with the Accident Reporting and Record Keeping requirements of EM 385-1-1 .

Failure to perform the above duties will result in dismissal of the superintendent and/or SSHO, and a project work stoppage. The project work stoppage will remain in effect pending approval of a suitable replacement.

1.6.2.2 Other Safety Personnel

Duties of other safety personnel shall be as specified in other sections of the specifications.

1.6.3 Meetings

1.6.3.1 Preconstruction Conference

a. Contractor representatives who have a responsibility or significant role in accident prevention on the project shall attend the preconstruction conference. This includes the project superintendent, site safety and health officer, quality control supervisor, or any other assigned safety and health professionals who participated in the development of the APP (including the Activity Hazard Analyses (AHAs) and special plans, program and procedures associated with it).

b. Discuss the details of the submitted APP to include incorporated plans, programs, procedures and a listing of anticipated AHAs that

SECTION 01 35 26 Page 8 (Am-0002) will be developed and implemented during the performance of the contract. This list of proposed AHAs will be reviewed at the conference and an agreement will be reached between the Contractor and the Contracting Officer's representative as to which phases will require an analysis. In addition, establish a schedule for the preparation, submittal, review, and acceptance of AHAs to preclude project delays.

c. Deficiencies in the submitted APP will be brought to the attention of the Contractor at the preconstruction conference, and the Contractor shall revise the plan to correct deficiencies and re-submit it for acceptance. Do not begin work until there is an accepted APP.

d. The functions of a Preconstruction conference may take place at the Post-Award Kickoff meeting for Design Build Contracts.

1.6.3.2 Safety Meetings

Conduct and documente meetings as required by EM 385-1-1 . Attach minutes showing contract title, signatures of attendees and a list of topics discussed to the Contractors' daily quality control report.

1.7 ACCIDENT PREVENTION PLAN (APP)

Use a qualified person to prepare the written site-specific APP. Prepare the APP in accordance with the format and requirements of USACE EM 385-1-1 and as supplemented herein. Cover all paragraph and subparagraph elements in USACE EM 385-1-1 , Appendix A, "Minimum Basic Outline for Accident Prevention Plan". Specific requirements for some of the APP elements are described below. The APP shall be job-specific and address any unusual or unique aspects of the project or activity for which it is written. The APP shall interface with the Contractor's overall safety and health program. Include any portions of the Contractor's overall safety and health program referenced in the APP in the applicable APP element and made site-specific. The Government considers the Prime Contractor to be the "controlling authority" for all work site safety and health of the subcontractors. Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out. The APP shall be signed by the person and firm (senior person) preparing the APP, the Contractor, the on-site superintendent, the designated site safety and health officer and any designated CSP and/or CIH.

Submit the APP to the Contracting Officer 15 calendar days prior to the date of the preconstruction conference for acceptance. Work cannot proceed without an accepted APP.

Once accepted by the Contracting Officer, the APP and attachments will be enforced as part of the contract. Disregarding the provisions of this contract or the accepted APP will be cause for stopping of work, at the discretion of the Contracting Officer, until the matter has been rectified.

Once work begins, changes to the accepted APP shall be made with the knowledge and concurrence of the Contracting Officer, project superintendent, SSHO and quality control manager. Should any hazard become evident, stop work in the area, secure the area, and develop a plan

SECTION 01 35 26 Page 9 (Am-0002) to remove the hazard. Notify the Contracting Officer within 24 hours of discovery. Eliminate/remove the hazard. In the interim, take all necessary action to restore and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public (as defined by ASSE/SAFE A10.34 ,) and the environment.

Copies of the accepted plan will be maintained at the resident engineer's office and at the job site.

Continuously reviewed and amended the APP, as necessary, throughout the life of the contract. Incorperate unusual or high-hazard activities not identified in the original APP as they are discovered.

1.7.1 EM 385-1-1 Contents

In addition to the requirements outlines in Appendix A of USACE EM 385-1-1 , the following is required:

a. Names and qualifications (resumes including education, training, experience and certifications) of all site safety and health personnel designated to perform work on this project to include the designated site safety and health officer and other competent and qualified personnel to be used such as CSPs, CIHs, STSs, CHSTs. Specify the duties of each position.

b. Qualifications of competent and of qualified persons. As a minimum, designate and submit qualifications of competent persons for each of the following major areas: excavation; scaffolding; fall protection; hazardous energy; confined space; health hazard recognition, evaluation and control of chemical, physical and biological agents; personal protective equipment and clothing to include selection, use and maintenance.

c. Confined Space Entry Plan. Develop a confined space entry plan in accordance with USACE EM 385-1-1 , applicable OSHA standards 29 CFR 1910 , 29 CFR 1915 , and 29 CFR 1926 , and any other federal, GOJ and local regulatory requirements identified in this contract. Identify the qualified person's name and qualifications, training, and experience.

Delineate the qualified person's authority to direct work stoppage in the event of hazardous conditions. Include procedure for rescue by contractor personnel and the coordination with emergency responders.

(If there is no confined space work, include a statement that no confined space work exists and none will be created.)

d. Crane Critical Lift Plan. Prepare and sign weight handling critical lift plans for lifts over 75 percent of the capacity of the crane or hoist (or lifts over 50 percent of the capacity of a barge mounted mobile crane's hoists) at any radius of lift; lifts involving more than one crane or hoist; lifts of personnel; and lifts involving non-routine rigging or operation, sensitive equipment, or unusual safety risks. Submit 15 calendar days prior to on-site work and include the requirements of USACE EM 385-1-1 , paragraph 16.H. and the following:

(1) For lifts of personnel, demonstrate compliance with the requirements of 29 CFR 1926 .550(g).

f. Lockout/Tagout Plan.

Prepare and develop a Lockout/Tagout plan for work involving the

SECTION 01 35 26 Page 10 (Am-0002) fueling pipeline, hydrant fuel pits, valves, electrical systems, Pump House, Filter Separator Building and any other work in which an unexpected energization or startup would cause injury to employees, damage to existing equipment or release of fuel or hazardous energy.

In order to protect against fuel leaks, coordinate with the Contracting Officer and Misawa AB Civil Engineering at the end of each work day on any part of the fuel system which must remain out of service. This includes providing necessary lock downs on any part of the fuel system, where needed.

g. Not Used.

h. NOT USED

i. Site Safety and Health Plan. The safety and health aspects prepared in accordance with Section 01 35 26 GOVERNMENTAL SAFETY

REQUIREMENTS.

j. Not Used

k. Not Used

l. Excavation Plan. The safety and health aspects prepared in accordance with Section 31 00 00 EARTHWORK.

1.8 ACTIVITY HAZARD ANALYSIS (AHA)

The Activity Hazard Analysis (AHA) format shall be in accordance with USACE EM 385-1-1 . Submit the AHA for review at least 15 calendar days prior to the start of each phase. Format subsequent AHAs as amendments to the APP. The analysis should be used during daily inspections to ensure the implementation and effectiveness of the activity's safety and health controls.

The AHA list will be reviewed periodically (at least monthly) at the Contractor supervisory safety meeting and updated as necessary when procedures, scheduling, or hazards change.

Develop the activity hazard analyses using the project schedule as the basis for the activities performed. Any activities listed on the project schedule will require an AHA.