Atch 1_Draft Specification - Repair Dorm B542.pdf

Repair Dorm, B542 1013751 (QKKA171042) Misawa AB, Japan Final Design

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 00 10 LIST OF ACRONYMS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 00.00 30 JIS ACCEPTABLE ALTERNATIVES

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 57 19.00 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 85 00.00 20 MOLD REMEDIATION

DIVISION 03 - CONCRETE

03 01 30.71 CONCRETE REHABILITATION

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 20 00.00 10 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 52 00 METAL RAILINGS

05 72 00 DECORATIVE METAL SPECIALTIES

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 20 00 FINISH CARPENTRY

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 14 00 FLUID-APPLIED WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 57 00 URETHANE SPRAYED ELASTOMERIC ROOF COATINGS OVERLAY SYSTEM

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

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DRAFT

08 11 13 STEEL DOORS AND FRAMES

08 31 00 ACCESS DOORS AND PANELS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC TILING

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 90 00 PAINTING, GENERAL

DIVISION 10 - SPECIALTIES

10 28 13 TOILET ACCESSORIES

DIVISION 11 - EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT

DIVISION 12 - FURNISHINGS

12 32 00 MANUFACTURED WOOD CASEWORK

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 21 00 FIRE EXTINGUISHING SPRINKLER SYSTEMS (RESIDENTIAL)

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

22 14 29.00 40 SUMP PUMPS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 09 33.00 40 ELECTRIC AND ELECTRONIC CONTROL SYSTEM FOR HVAC

23 23 00 REFRIGERANT PIPING

23 31 13.00 40 METAL DUCTS

23 34 23.00 40 HVAC POWER VENTILATORS

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23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 82 00.00 20 TERMINAL HEATING AND COOLING UNITS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 19.10 10 INSULATED WIRE AND CABLE

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 11 13.00 20 PRIMARY UNIT SUBSTATION

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 16.16 BASE COURSE FOR RIGID AND SUBBASE COURSE FOR FLEXIBLE

PAVING

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

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SECTION 00 00 10

LIST OF ACRONYMS

PART 1 GENERAL

1.1 SUMMARY

This document provides a listing of acronyms used in this specifications document

A2LA American Association for Laboratory Accreditation AB Air Base ABC Aggregate Base Course ABS Acrylonitrile-Butadiene-Styrene ACI American Concrete Institute ACM(s) Asbestos-containing Material(s) AF Air Force / Actual Finish AFOHA Air Force Occupational Safety and Health Standard(s) AHA(s) Activity Hazard Analysis(es) / American Hardboard Association

AI Asphalt Institute AIHA American Industrial Hygiene Association AMRL AASHTO Materials Reference Laboratory ANSI American National Standards Institute APP(s) Accident Prevention Plan(s) AS Actual Start ASME American Society of Mechanical Engineers ASSE American Society of Sanitary Engineering

ASTM American Society for Testing Materials AWG American Wire Gauge AWWA American Water Works Association (AWWA)

Base Misawa AB, Misawa, Japan BCE Base Civil Engineer BIDI Bid Item BMP(s) Best Management Practices BPE Base Project Engineer

CATW Category of Work CCE Calcium Carbonate Equivalent CD Compact Disk CES 35th Civil Engineering Squadron CGPM General Conference on Weights and Measures CIH Certified Industrial Hygienist CIPP Cured In Place Pipe CLIN Contract Line Item Number cm centimeter(s) CMU Concrete Masonry Unit(s) CO Contracting Officer COC Chain-of-Custody CONS 35th Contracting Squadron COR Contracting Officers Representative COTR Contracting Officer's Technical Representative CP Competent Person CPG(s) Comprehensive Procurement Guideline(s) CPM Critical Path Method CPP Containment Prevention Plan

DOCUMENT 00 00 10 Page 1

CQC Contractor Quality Control CRR Corrosion Resistance Ratio CS 35th Communications Squadron CSEP Confined Space Entry Plan CSP Certified Safety Professional

DGA Dissolved Gas Analysis DLA Defense Logistics Agency DOD Department of Defense DOR Designer of Record DOT U.S. Department of Transportation

ELEC Electrical ELLAP Environmental Lead Laboratory Accreditation Program ELPAT Environmental Lead Proficiency Analytical Testing EMCS Energy Monitoring and Control System EPA U.S. Environmental Protection Agency EPP Environmental Protection Plan EPR Ethylene-Propylene-Rubber ES Early Start EXTR Exterior

FAR Federal Acquisition Regulations f'c Compressive Strength FEMP Federal Energy Management Program

FIFRA Federal Insecticide, Fungicide, and Rodenticide Act FM Factory Mutual f'm Strength

FOW Feature of Work FP&P Fall Protection and Prevention g gram(s) g/L gram(s) per Liter(s) GCA Graded-crushed Aggregate GFE Government furnished equipment GOJ Government of Japan GOVT Government GSA U.S. General Services Administration

HEPA High-Efficiency Particulate Air HIC Head Injury Criteria HID High-intensity Discharge HM Hazardous Material HSCOR Heavy Snow Conditions of Readiness HVAC Heating, Ventilating, Air Conditioning

ICC International Code Council ICRI International Concrete Repair Institute IDC Insulation Displacement Connection IH Industrial Hygienist IHT(a) Industrial Hygiene Technician(s) IMPC Installation Pest Management Coordinator

I-P Inch-Pounds

JEGS Japan Environmental Governing Standards JIS Japanese Industrial Standard(s) JNCO Junior Non-Commissioned Officer

DOCUMENT 00 00 10 Page 2

JMF Job Mix Formula JMOE Japanese Ministry of the Environment kg kilogram(s) kg/m^3 kilogram(s) per cubic meter km kilometer(s) km/h kilometer(s)/hour kPa kilopascal(s)

L Liter(s) L/s Liter(s) per second LBP Lead-based Paint LBP/R/CP Lead-based Paint/Removal/Control Plan LED/LCD Light Emitting Diode/Liquid Crystal Diode LF Late Finish LL Load Losses LM Linear Meter m meter(s) m/s meter(s) per second MAP Model Accreditation Plan

MCL/PWL Material Containing Lead/Paint with Lead MDI Methylene Diphenel Isocyanate MECH Mechanical MEP Master Entry Plan MFH Military Family Housing mm millimeter(s) mm/s millimeter(s) per second MODF Modification

MPa Megapascal

NARA National Archives and Records Administration NAS Network Analysis Schedule NBR Nitrile Butadeine Rubber NESHAP "National Emission Standards for Hazardous Air Pollutants" NICET "National Institute for Certification in Engineering

Technologies" NLL No-load Losses NLLAP National Lead Laboratory Accreditation Program Nm Newton meter(s) NPE Negative Pressure Enclosure NTP Notice To Proceed NTT Nippon Telephone Telegraph

O&M Operation(ing) and Maintenance o.c. on center

OD Outside Diameter / Original Duration ODS Ozone Depleting Substances OSHA Occupational Safety and Health Administration OS&Y Outside Screw and Yoke

P&T Pressure and Temperature PAT Proficiency Analytical Testing PCB(s) Polychlorinated Biphenyl(s) PCM Phase Contrast Microscopy PDM Precedence Diagram Method PE Professional Engineer

DOCUMENT 00 00 10 Page 3

PELs Permissible Exposure Limit(s) PHAS Phase of Work PILC Paper Insulated Lead Covered PLM Polarized Light Microscopy PPC Project Pesticide Coordinator PPE Personal Protective Equipment ppm parts per million PRV Pressure Reducing Valve PVC Polyvinyl Chloride PVDC Polyvinylidene Chloride

QA Quality Assurance QAP Quality Assurance Plan QC Quality Control QCS Quality Control System

R Thermal Resistance RAP Recycled Asphalt Pavement RD Remaining Duration REA Request for Equitable adjustment REFL Reflected REP Rescue and Evacuation Plan RESP Responsible Party RF Radio Frequency RFI Request for Information RSO Radiation Safety Officer

S/mm Structures per square millimeters SBR Styrene Butadeine Rubber SD Submittal Description SDS Safety Data Sheet(s) SF Start to Finish SHP Safety and Health Program SI International System of Units SOFA Status of Forces Agreement SSHO Site Safety and Health Officer

TDI Toluene Diphenel Isocyanate TEM Transmission Electron Microscopy TNR Tensile Strength Ratio TPH Total Petroleum Hydrocarbons TSI Thermal System Insulation TSR Tensile Strength Ratio TV Television TWA Time Weighted Average

UL Underwriter's Laboratories USACE U.S. Army Corps of Engineers USG United States Government UV Ultraviolet

V Volt(s) Vac Volts a.c.

VECP Value Engineering Change Proposal VMA Voids in Mineral Aggregate VOC(s) Volatile Organic Compound(s)

W Watt(s) WBS Work Breakdown Structure

DOCUMENT 00 00 10 Page 4

WHE Weight Handling Equipment WIFI Wireless Internet WMP Waste Management Plan WPS Welding Procedure Specifications

XLP Cross-linked-thermosetting XRF X-ray Fluorescence

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DOCUMENT 00 00 10 Page 5

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 STATEMENT OF WORK

1.1.1 Project Description

The Contractor shall provide all supervision, management, quality control, labor, tools, equipment, materials, and performance of all work necessary to construct improvements for the renovation of Dormitory B542 as depicted in the contract documents to include:

Interior demolition and hazardous material abatement; structural and architectural site improvements to support new building systems; civil site improvements to integrate with existing sidewalks, amenities and utilities; new architectural finishes, new windows, and exterior wall infill; new insulation assemblies; renovate electrical and plumbing systems; new telecommunication systems and energy management control systems; new fire alarm/mass notification systems and fire suppression systems; construct fire vehicle access lane; exterior utility services improvements new heating, ventilation, and air conditioning systems.

Repair 1,200 m of concrete cracks per the Contract Documents.

Provide mold remediation for 300 sm per the Contract Documents.

Obtain and test 120 bulk samples of materials suspected to be asbestos containing materials, not previously sampled.

Remove 30 existing 65 mm pipe flanges by cutting the pipe on both sides of the flange, removing flange assembly intact without disturbing the gasket material, which is presumed to be asbestos containing material, and dispose as hazardous material.

Remove asbestos containing material at 60 existing 65 mm pipe elbows and dispose as hazardous material.

Remove asbestos containing material at 30 existing 100 mm pipe elbows and dispose as hazardous material.

Remove asbestos containing material at 30 existing 150 mm pipe elbows and dispose as hazardous material.

Replace 10 door panels to be determined during construction by CO.

1.1.1.1 Project Engineer Qualifications

The Contractor shall appoint a skilled Licensed Construction Engineer or Architectural Engineer in accordance with paragraphs 1 and 2 of Article 4, Contract Handling Regulations of the Prime Minister's Office of the Government of Japan, as the Project Engineer for this contract. A First Grade Construction Engineer or Architectural Engineer is required.

SECTION 01 11 00 Page 1

1.1.2 Location

The work shall be located at Misawa Air Base, Japan (Base).

1.1.3 Definitions

The term "United States" is assumed to appear before the word "Government" whenever the latter word appears in this contract, except where the word "Government" refers to a different named Government.

1.2 AUTHORITY

Except as noted below, the term "Contracting Officer" (CO) as used in this specification includes the authorized representative of the CO acting within the limits of his/her authority. With respect to all paragraphs of the specifications citing "approval by the CO" and all paragraphs cited in Material Approval Submittals, of the solicitation, the term "Contracting Officer" means only those individuals properly appointed as a Contracting Officer within the Contracting Squadron; no other Government personnel has the authority to grant such approval. This includes the Contracting Officer's Representative (COR). The COR has authority to review Material Submittal packages and recommend approval by the CO. At the Final Acceptance Inspection, the COR will perform the inspection and recommend acceptance or conditional acceptance to the CO.

1.3 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 CO. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.4 WORK AREA

The Contractor's personnel are restricted to the area of construction only. Transiting of areas not in the contract is not permitted except as required in the performance of this contract. Contractor shall secure work site(s) during non-working hours.

Adequate outside security lighting shall be provided at the Contractor's temporary facilities. The Contractor shall be responsible for the security of its own equipment; in addition, the Contractor shall notify the appropriate law enforcement agency requesting periodic security checks of the temporary project field office. Provide warning signs, hazardous communications, and other safety information in both Japanese and English, when non-English speaking personnel are in the area.

1.5 LOCATION OF UNDERGROUND FACILITIES

The Contractor shall obtain an Air Force (AF) Form 103 from Base Civil Engineering. This form will be approved/signed and utilities will be marked one time by the Government. The Contractor shall be responsible

SECTION 01 11 00 Page 2 for maintaining these markings.

1.5.1 Notification Prior to Excavation

Notify the CO at least 48 hours prior to starting excavation work.

1.5.2 Excavation

a. Permits: The Contractor shall obtain an excavation permit before any excavation is started. The form(s) and the offices to be contacted will be provided by 35 CES/CENM project inspector and the Contractor is responsible for obtaining the required coordination. Those areas which are known to contain underground utility lines will be designated as caution areas. The Contractor must exercise extreme caution when accomplishing the required excavation work. Hand excavation is required within 914.4 millimeters (mm) of existing utility lines. The Government reserves the right to repair all utility lines damaged by the Contractor at the expense of the Contractor.

b. Open Trenches: The Contractor shall rope off/barricade all open trenches in accordance with standard construction procedures, to include hazardous/warning signs.

c. Restoration: The Contractor shall restore all excavated areas to their original condition, to include backfill, original compaction, sodding, and scrubbings. New/replacement sod shall be placed edge-to-edge and staggered, unless otherwise shown or indicated.

1.6 WORKMANSHIP

a. Materials shall be installed in accordance with the approved recommendations of the manufacturer. The installation shall be accomplished by workmen skilled in this type of work.

b. Sufficient precautions shall be taken during the construction to protect all personnel from injury and to prevent damage of the Government-owned materials and equipment. The Contractor shall replace damaged Government properties caused by this project with new materials or equipment without additional cost to the Government. The work shall proceed in such a manner as to minimize the spread of dust and flying particles.

c. Demolition and Salvage: Materials to be removed shall be removed carefully so as not to damage material which is to remain or material which is deemed salvageable material. Sufficient safety precautions shall be taken to protect all personnel from injury.

All items to be removed shall be disposed of off base by the Contractor in an approved dumping area in accordance with local laws and regulations. Contractor shall restore all damaged surfaces and openings as a result of work under this contract to match new and/or existing adjacent surfaces unless otherwise specified or shown.

1.7 DELIVERY AND STORAGE

Equipment and materials shall be properly stored, adequately protected, and carefully handled to prevent damage before and during installation.

SECTION 01 11 00 Page 3

Equipment and materials shall be handled, stored, and protected in accordance with the manufacturer's recommendations and as approved by the CO. Damaged or defective materials and equipment shall be replaced with new materials and equipment at no cost to the Government.

1.8 STANDARD PRODUCTS

Materials and equipment shall be essentially the standard cataloged products of manufacturers regularly engaged in production design that complies with the specification requirements. Materials and equipment shall essentially duplicate items that have been in satisfactory commercial or industrial use at least two years prior to the date for receipt of proposals. Where two or more units of the same type and class are required, these units shall be products of a single manufacturer.

1.9 MANUFACTURER'S RECOMMENDATIONS

Where installation procedures or any part thereof are required to be in accordance with the recommendations of the manufacturer of the material being installed, printed copies of these recommendations shall be furnished to the CO prior to installation. Installation of the item(s) will not be allowed to proceed until the recommendations are received and approved by the CO. Failure to furnish these recommendations can be cause for rejection of the material.

1.10 WELDING

Welding shall be in accordance with qualified procedures using performance-qualified welders and welding operators. Welders shall be qualified using procedures in accordance with AWS D1.1 - 1998, JIS Z 3801 (

2018), STANDARD QUALIFICATIONS PROCEDURE FOR MANUAL WELDING TECHNIQUE.

1.11 COMMUNICATIONS

The Contractor shall work through the Base project manager and must notify CS/SCSP through the Contracting Officer's Representative at least 72 hours in advance to have communication lines staked. Any properly identified communication lines damaged by the Contractor's work shall be repaired by Japanese Government licensed communication lineman at the Contractor's expense. The repair action must meet USG or local Nippon Telephone Telegraph (NTT) standards. The Government reserves the right to repair all Contractor-damaged communications lines and deduct the repair cost from the contract.

Existing cables shall be uncovered by hand digging. Extreme care shall be used during digging to avoid penetrating or otherwise damaging the cable insulation. Power digging equipment shall be used for extensions only in the direction away from buried cables. Communication utilities will be identified electrically by the 35th Communications Squadron, Cable Maintenance Work Center. Utilities will be identified in accordance with acquisition of the building permit. In the event that changed conditions result, it is incumbent upon the Contractor to seek changed conditions through the Contract Office, 35 CONS/LGCC (Base Contracting Officer).

If a communications cable must be moved, it shall be coordinated through the COR and a government cable technician will advise on the best way to relocate it. The Contractor shall relocate the cable as directed. If the required relocation is not indicated in the contract drawings and specifications, relocation is subject to approval via changed conditions

SECTION 01 11 00 Page 4 to the basic contract.

Refer to drawings for required action for Cable TV Equipment attached to exterior.

1.12 INTERPRETER

The Contractor shall have an English-speaking representative on the job site (Site) at all times during the performance of work under this contract. Failure to provide such representative could result in the Contractor's work being stopped at his/her expense until such time as one is provided.

1.13 FINAL INSPECTION

Final inspection will be conducted during the period of Monday through Friday between 0800 hours and 1615 hours. The Government will perform the inspection after (a) written notification by the Contractor to the CO; or

(b) the contract completion dates, whichever comes first. Final inspections falling on weekends or U.S. legal holidays will be postponed to the following workday. The Contractor shall notify the Using Agency (35 CES/CENM) through the COR 14 days prior to the final inspection.

1.14 NOTIFICATION BEFORE STARTING ON-SITE WORK

The Contractor shall notify the CO a minimum of seven calendar days prior to starting on-site work.

1.15 PREPARATION OF MATERIAL APPROVAL SUBMITTALS

See Submittal Register after Section 01 33 00 SUBMITTAL PROCEDURES for listing of submittals. Copies of manufacturer data sheets and catalog cuts shall accompany each submittal.

1.16 JAPANESE INDUSTRIAL STANDARDS

Where materials or equipment are specified to conform to U.S. Standards from organizations such as the American National Standards Institute (ANSI), American Society for Testing Materials (ASTM), National Electrical Manufacturers Association (NEMA), or other U.S. Standards and organizations, material or equipment that meets an equivalent Japanese Industrial Standard (JIS) may be substituted. It is the responsibility of the Contractor to provide all documentation required to prove the Japanese Industrial Standard is equivalent or more stringent than the U.S.

Standard. All substituted material or equipment meeting an equivalent Japanese Industrial Standard (JIS) shall be submitted by the Contractor to the Contracting Officer for review and approval for compliance to the U.S.

Standards prior to its use on the Project. If the Government requires, the Contractor shall provide an English language copy of the referenced standard to the Government for its consideration.

1.17 DRAWINGS AND SPECIFICATIONS AT THE SITE

The Contractor shall maintain in good condition one copy of all drawings, specifications, addenda, modifications, approved shop drawings, Safety Data Sheets (SDS), and other related documents affecting the work at this site. Drawings and specifications shall be marked daily to record all changes during construction. These documents shall be made available to the COR during construction and shall be made available on request and be

SECTION 01 11 00 Page 5 delivered to the CO upon completion of the work.

1.18 USE OF EXPLOSIVES

The use of explosives is not permitted on Government installations.

1.19 BARRICADES

The Contractor shall provide barriers/signs to keep unauthorized persons from entering working area(s). Such barricades shall be required whenever safe public access to paved areas, such as roads, parking areas, or sidewalks, is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic.

Necessary bilingual warning signs shall be provided by the Contractor and shall be used in the area where construction is undertaken. The Contractor shall protect open excavations with barricades and battery-powered lights at night as warning lights and shall assure that these lights are continuously operated. Warning signs and battery-powered lights shall be removed only after the affected area(s) has been inspected and accepted as directed by the CO.

1.20 CLEANUP OF AREA

All Contractor-generated debris and rubbish shall be collected daily in a container that can be covered at the end of the day once the container is filled with trash.

1.21 DEBRIS AND RUBBISH CONTROL

For removal and transport of debris and rubbish, use only roadway(s) and/or street(s) designated by the COR. Remove and transport debris and rubbish in a manner so as to prevent spillage on streets or adjacent area(s). Contractor shall be responsible for cleanup for any spills on roadways, streets, and other areas. Burning of debris and rubbish on Government installations is prohibited. Concrete, masonry, and other materials, other than concrete permitted to remain in place, shall be disposed of outside the limits of Government-controlled land by the Contractor.

1.22 DISPOSITION OF EXCESS CONTRACTOR-FURNISHED MATERIALS

The disposition of excess Contractor-furnished materials that has been exempt from Japanese Customs duties and taxes pursuant to Status of Forces Agreement (SOFA) shall be the Contractor's responsibility. If the Government and Contractor agree that the Contractor is to retain such excess materials, they shall be reported to the Prefectural Government Customs office authorities for payment of applicable duties and tax fees.

1.23 TRAFFIC CONTROL

Whenever construction activities will interfere with vehicular traffic, the Contractor shall always provide an open lane for vehicular traffic.

The Contractor shall provide a flag man when a two-way lane is reduced to one lane traffic.

The Contractor shall provide, erect, and maintain adequate barriers, warning signs, rubber cones, lights, traffic control guards for night warning signals, and any other essential safety devices for the protection

SECTION 01 11 00 Page 6 of the general public at all closures, excavations, detours, and points of danger at all times. If the Contractor fails to provide required traffic and safety measure and they have to be provided by the Government, the Contractor shall be held liable for all incurred cost. Such cost shall be deducted from the contract.

1.24 STORAGE OF MATERIAL AND FIELD OFFICE

1.24.1 Site Plan

The Contractor shall prepare a site plan indicating the proposed location and dimensions of any area to be fenced and used by the Contractor, the number of trailers to be used, avenues of ingress/egress to the fenced area, and details of the fence installation. Any areas which may have to be graveled to prevent the tracking of mud shall also be identified. The Contractor shall also indicate if the use of a supplemental or other staging area is desired.

1.24.2 Administrative Field Office

Title II Office will be provided by the government. The Contractor shall not include the cost of the Title II Office in his bid.

1.24.3 Storage Area

The Contractor shall construct a temporary 1.8-meter (m) high chain-link fence around trailers and materials. The fence shall include plastic strip inserts, colored green, so that visibility through the fence is obstructed. Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. Trailers, materials, or equipment shall not be placed or stored outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the CO away from the vicinity of the construction site but within the military boundaries. Trailers, equipment, or materials shall not be open to public view with the exception of those items, which are in support of ongoing work on any given day. Materials shall not be stockpiled outside the fence in preparation for the next day's work. Mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment, shall be parked within the fenced area at the end of each work day.

1.24.4 Supplemental Storage Area

Upon Contractor's request, the CO will designate another or supplemental area for the Contractor's use and storage of trailers, equipment, and materials. This area may not be in close proximity of the construction site but shall be within the military boundaries. Fencing of materials or equipment will not be required at this site; however, the Contractor shall be responsible for cleanliness and orderliness of the area used and for the security of any material or equipment stored in this area. Utilities will not be provided to this area by the Government.

1.24.5 Appearance of Trailers

Trailers utilized by the Contractor for administrative or material storage purposes shall present a clean and neat exterior appearance and shall be in a state of good repair. Trailers, which in the opinion of the CO, require exterior painting or maintenance will not be allowed on military property.

SECTION 01 11 00 Page 7

1.24.6 Maintenance of Storage Area

Fencing shall be kept in a state of good repair and proper alignment.

Should the Contractor elect to traverse, with construction equipment or other vehicles, grassed or unpaved areas which are not established roadways, such areas shall be covered with a layer of gravel as necessary to prevent rutting and tracking of mud onto paved or established roadways;

gravel gradation shall be at the Contractor's discretion.

1.24.7 Restoration of Storage Area

Upon completion of the project and after removal of trailers, materials, and equipment from within the fenced area, the fence shall be removed and will become the property of the Contractor. Areas used by the Contractor for the storage of equipment or material, or other use, shall be restored to the original or better condition. Gravel used to traverse grassed areas shall be removed and the area restored to its original condition, including top soil and seeding as necessary.

1.25 WRITTEN COMMUNICATIONS IN ENGLISH

All documents required under this contract, including but not limited to, safety hazard analysis plans, all correspondence of any nature whatsoever, and all other written communications, documents, drawings, reports, etc., of every description, shall be written in English or translated into English before being provided to the Government by the Contractor. Delays encountered because a translated copy was not submitted shall be at the Contractor's expense and are not grounds for delay.

1.26 AVAILABILITY OF BUILDING/FACILITY

Contractor is expected to have to enter existing buildings. When entry is required, contractor shall contact the COR for direction.

1.27 INTERFERENCE WITH GOVERNMENT OPERATIONS

The Contractor shall establish work procedures and methods to avoid interference with existing operations within or adjacent to the construction area. Free passage into adjoining or adjacent buildings/areas not in the contract will not be permitted except as approved by the CO. Procedures and methods shall also provide for safe conduct of work and protection of property which is to remain undisturbed.

1.28 MANAGING RADIOACTIVE MATERIALS

a. In all contracts where radioactive materials will be used, such as earthwork using a nuclear densometer, paint testing with an XRF, etc., Contractor must obtain approval from the Base Radiation Safety Officer (RSO) at least 30 calendar days before bringing the materials to the Base. The Base RSO is the 35th Medical Group's Bioenvironmental Engineer (DSN 226-6107 35 AMDS/SGPB), located at Building 96.

b. The Contractor must submit to the RSO the following:

(1) A brief description of the proposed activities.

(2) A copy of a valid U.S. Nuclear Regulatory Commission License/Permit or similar approval from the Government of Japan

SECTION 01 11 00 Page 8

(GOJ) to possess and use radioactive materials.

(3) Japanese contractors will comply with the following GOJ regulation: The Law Concerning Prevention of Radiation Hazards Due to Radio-Isotopes, etc., Law No. 167, June 10, 1957, and subsequent revisions.

(4) The name, local address, and telephone number for the responsible local representative and the name, address, and telephone number of the RSO named on their license/permit.

(5) A copy of that part of the AF contract describing work to be done at the Base and the inclusive dates of the work.

(6) An acknowledgment that the Base RSO can make periodic checks to ensure that Contractor personnel follow radiation safety practices to prevent exposures to AF personnel and avoid contamination of government property. Contractor operations believed to be unsafe due to radiation hazards can be grounds for suspension of work.

1.29 ASBESTOS-CONTAINING MATERIALS (ACMs)

The Contractor shall not use materials that contains asbestos.

1.30 POLYCHLORINATED BIPHENYLS (PCBs)

All electrical devices such as ballasts, transformers, etc., shall be PCB free.

1.31 CONFINED SPACES

a. A portion of the work required in this contract may be performed in a confined space. Depending on the location, areas are classified as permit-required or non-permit-required confined spaces. Before entering a designated permit-required confined space, the Contractor shall accomplish the following:

(1) Appoint an entry supervisor who is a fully qualified Operations Chief of Hazardous Work in Oxygen-Deficient Air in accordance with Japanese laws or in accordance with provisions established in AFOSH Standard 91-25 dated 1 February 1998. The Contractor shall submit certificate(s) of the entry supervisor during the material submittal stage.

(2) Develop a Master Entry Plan (MEP), which complies with Air Force Occupational Safety and Health Standard (AFOSH) Standard 91-25 and obtain approved from 35 AMDS/SGPB (Bioenvironmental Engineering), and 35 CES/CEF (Base Fire Department). Entry into the confined space will be accomplished in accordance with this plan upon approval. A copy of the MEP shall also be sent to 35 CES/CEOIE (Exterior Electrical Shop) for electrical projects, and 35 CES/CEOIU (Utility Systems Shop) for water and waste distribution projects for their review. A copy of the approved MEP shall be submitted to the CO and COR.

(3) Inform his personnel and post signs stating the nature and location of the hazard created by the confined space.

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(4) Notify 35 AMDS/SGPB (DSN 226-6107), and 35 CES/CEFT (DSN 226-3218), through the COR, a minimum of seven calendar days prior to entry into the first confined space so that entrance procedures may be inspected by those offices at that time.

(5) Debrief with 35 CES/CEOFE (Exterior Electrical Shop, DSN 226-4242), and/or 35 CES/CEOIU (Utility Systems Shop, DSN 226-4045) personnel at the end of all entry operations to develop lessons learned from any problems or hazards encountered or created during the entry operations.

(6) Be responsible for the safety of his personnel, and use the approved entry program and procedures.

b. The entry supervisor may reclassify a permit-required space as a non-permit-required space under the provisions of paragraph 6.4.11 and Attachment 2 of AFOSH Standard 91-25. In such a case, the Contractor may enter the confined space provided all requirements are met. The entry supervisor will be solely responsible for the safety of the Contractor's personnel. For further information and additional requirements, see AFOSH Standard 91-25, "Confined Spaces." A copy of this standard is available at 35 FW/SE (Base Safety Office, Building 507, DSN 226-3463) and 35 CES/CENM, ( Project Manager, Program Management Flight, Building 793, DSN 226-5001).

1.32 AVAILABILITY OF LATRINE

Latrines are not available in the building/work area. The Contractor shall be responsible for providing latrines for his personnel. Locations of the latrines shall be designated by the COR. Any and all Contractor latrines shall be removed from Government property prior to issuance of final payment.

1.33 AS-BUILT DRAWINGS

During construction, the Contractor shall prepare and continuously maintain in their field office, one working set of drawings, legibly marked up in red pencil or ink to show deviations, addenda, and change orders which modify the work scope drawings. These drawings shall be reviewed by the Government for currency prior to all payment requests. On completion of work and before final acceptance inspection, the Contractor shall review this set for neatness and legibility, and correct or replace them as necessary to identify in red pencil or ink, showing all variations or changes made to the construction design. AutoCAD drawings provided in contract documents shall be updated in AutoCAD to match the as-built conditions. The drawings shall be delivered to the COR on a CD in both PDF and AutoCAD format prior to requesting final payment. If a choice of materials and/or methods is permitted, the as-built drawings shall define the construction actually provided. Representation of such variations shall conform to standard drafting practice and include short supplementary notes, legends, and details as required to fully describe the actual conditions. Utilities shall be dimensioned from two known points or an existing permanent object, to the centerline of the ditch.

Legibility and clear portrayal of the as-built construction and working as-built marked prints shall be subject to review and approval by the CO.

Refer to Section 01 78 00 CLOSEOUT SUBMITTALS for the remaining extent of required As-Built Drawing Criteria.

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1.34 PASS AND IDENTIFICATION

a. The Contractor shall obtain the necessary passes and/or identifications for entry into the Base for himself, all employees, and subcontractors prior to commencement of work.

Prescribed identification shall immediately be delivered to the CO for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works. The Government reserves the right to refuse to issue a pass to any and all employees of the Contractor for any reason deemed appropriate by the Government and in doing so shall not be entitled to equitable adjustment or relief under the Contract Disputes Act. The Pass and Registration Office may be contacted at DSN 226-3995. The Government will issue passes depending on the type of work to be completed and the length of the contract. The Government may inspect at its discretion all vehicles, including those with vehicle passes.

b. Conditions caused by force majeure (acts of war, terrorism, nature, etc.) shall be addressed via contract time extension, where warranted, at no cost only. The Contractor shall anticipate that in the event of heightened alert, access to the Base may be denied for approximately three to five days. The Contractor shall also anticipate that during periods of heightened alert, time required to access the Base may increase.

c. Whenever the Government takes action, in its sovereign capacity under these conditions, the Contractor shall not be entitled to any additional monies or damages.

1.34.1 Employee Parking

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

1.35 OBSERVATIONS

Observation of work by the Government is for the sole benefit of the Government. The Contractor is fully responsible for supplying all necessary quality and technical inspections during the normal progress of work. Review of work in progress by the Government at any time prior to the Final Acceptance does not constitute interim or final acceptance. At the discretion of the CO, observations may be directed of work-phased work segments at their completion and prior to initiation of any further work.

If phased observations is directed, the Contractor shall notify the CO in writing at least 14 days prior to expected completion of the phase to be observed. Such observations shall not relieve the Contractor for variations or unacceptable conditions discovered up to and including the Final Acceptance. Destructive testing may be required and shall be performed by the Contractor at the direction of the CO. Work tested in this fashion shall be compensated only if found to conform to the contract requirements.

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1.36 PRELIMINARY AND FINAL OBSERVATIONS

The Contractor shall request scheduling of the final and pre-final observations in writing a minimum of 10 work days in advance of project completion. The request for scheduling will be in writing to the CO.

Deficiencies shall be corrected within 14 days of the pre-final observation.

1.37 UTILITIES

The Government shall make all reasonable amounts of domestic water and electricity available to the Contractor without charge. The Contractor shall carefully conserve any utilities furnished by the Government. The Contractor, at his/her expense and in a workmanlike manner satisfactory to the COR, shall install and maintain all necessary temporary connections and distribution lines, and all meters (if necessary) to measure the amount of each utility used. The Contractor shall furnish to the CO for approval, a complete system layout drawing showing type of materials to be used and method of installation for all temporary electrical and water systems. Telephone service is the responsibility of the Contractor, and shall be coordinated with the COR and the local communication company.

Before final acceptance of the work by the Government, the Contractor shall remove all temporary connections, distribution lines, meters, and associated paraphernalia.

a. Suspension of Utilities: The Contractor shall request approval of the CO or his authorized representative 30 days prior to the suspension of utilities. In order to minimize the outage, the Contractor shall accomplish all work up to the point of connection of each unit before connecting the new system.

b. Interruption of Utilities: Contractor shall perform the work with a minimum of outage time for all utilities. Contractor shall submit AF103 to the Contracting Officer at least 14 working days in advance of his need for a proposed utility outage. Because of mission requirements, utility interruptions may have to be scheduled at a time other than that requested by the Contractor.

c. Road Closure: Contractor will provide two weeks written notification to the COR prior to roadway closures for utility runs. Contractor shall attempt to maintain traffic flow by working half roadway at a time.

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1.38 CONSTRUCTION SIGN

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1.39 EMERGENCIES

In case of an emergency, the CO, Security Forces personnel, Base Fire Chief, and other base personnel as identified have the authority to order the Contractor to stop work and clear the area of personnel and equipment. The Contractor shall comply with such an order with all possible speed. After clearing the work site as instructed, the Contractor shall immediately inform the CO of all verbal or written stop work orders. In the case of being halted by Security Forces personnel, the Fire Chief, or other base personnel as identified, the Contractor shall notify the CO in writing and provide explanation for the stoppage.

1.40 AVAILABILITY OF WORK SITE AND WORKING HOURS

a. The Contractor shall provide a notice to the CO at least 14 days prior to commencement of the on-site work in order for the using activity to vacate the work site. The work site will be made available to the Contractor as follows:

(1) Work Days: Monday through Friday, except U.S. legal holidays.

U.S. Holidays:

-New Year's Day 1st of January -Martin Luther King Jr. Day 3rd Monday of January -President's Day 3rd Monday of February -Memorial Day Last Monday of May -Independence Day 4th of July -Labor Day 1st Monday of September -Columbus Day 2nd Monday of October -Veteran's Day 11th of November -Thanksgiving Day 4th Thursday of November -Christmas Day 25th of December

(2) Working Hours: 0730 to 1630 hours.

The above working days and hours may be extended by the CO upon the Contractor's request on the stipulation that work requiring inspecting by the Government or work unable to be inspected by the Government on the following day shall not be performed during the extended days and hours. Extension may be coordinated and approved through the COR and approved by the CO.

1.41 REQUEST FOR CONTRACTOR'S EMPLOYEE AND VEHICLE PASSES

a. Prior to start of on-site work, the Contractor shall submit applications for Base passes (listed below) to the CO, for all employees, including subcontractor employees, and vehicles requiring access to the Base in order to perform this Contract.

(1) 5AF Form 99EJ, Application for Base Pass (for employees).

(2) 35FW Form 59, Application for Vehicle Registration (for vehicles).

b. Upon completion of this contract, the Contractor shall return all employee and vehicle passes to the Visitor Control Section (35 SFS/SFAP), Building 301, and obtain a Certification of Receipt.

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Final payment will be withheld until the Contractor has accomplished required clearances.

1.42 WORK CLEARANCE PERMIT

Coordination with the COR 14 days in advance is required for issuance of work-clearance permit (AF FORM 103) along with requests for the establishment of a field office or erection of portable toilet facilities prior to commencement of work.

1.43 PAINT WORK

In addition to proper ventilation of the work area during sanding and painting operations, all electrical receptacles will be taped over to reduce explosion hazards.

1.44 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.

1.45 SPECIAL SAFETY PRECAUTION

All personnel working at a height of 1.5 m or above will be protected from potential falls by the use of safety belts and guardrails. No materials/tools will be thrown from high places to the ground. The public shall be adequately protected from the Contractor's work by temporary barricades or fences.

1.46 BASE FIRE AND SAFETY REGULATIONS

In addition to the requirements of Contract Clause FAR 52.236-13, Accident Prevention, the Contractor shall comply with all pertinent requirements of 35 FWI 32-2001, Fire Prevention and Protection. Subsequent compliance by subcontractors will be the responsibility of the prime contractor.

1.47 OPEN FLAME AND WELDING

The Contractor shall submit a request for all 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 receiving approval. The Base Fire Department and Technical Representative of the CO 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 COR and permission on AF Form 592, Open Flame and Welding Permit, or until the Fire Department arrives at work site if required.

1.48 BARRICADES/WARNING LIGHTS

All excavated work areas will be provided with barricades and warning lights.

a. Barricades shall be at least 900 mm high and will normally be striped with yellow on black. Barricades used at night must be reflective.

b. Sufficient yellow flashers or electric lamps shall be used at

SECTION 01 11 00 Page 15 night to mark excavations and areas closed to traffic.

1.49 TYPHOON AND STORM PREPARATIONS

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

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

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

(2) Secure, tie down, and anchor construction field office and storage facilities, scaffolding, concrete forms and supports, doors, windows, opening covers, stored lumber and other materials, mechanized…