2. CCH Specifications Package 2_Draft.pdf

US Army Corps of Engineers

Japan District

FINAL DESIGN CONSTRUCTION

THEATER AIRCRAFT CORROSION CONTROL

PREP HANGAR

KADENA AIR BASE, JAPAN

SPECIFICATIONS

PACKAGE 2

DRAFT

DATE: JANUARY 2025

j2ctovf9 Highlight

Theater Aircraft Corrosion Control Prep Hangar W912HV-23-R-0004 Kadena Air Base, Japan

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 10 GENERAL CONTRACT REQUIREMENTS

01 14 00 11/11, CHG 13: 08/21 WORK RESTRICTIONS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 02/15 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 23.33 08/18, CHG 1: 02/21 AVIATION FUEL SYSTEM SPECIFIC

SUBMITTAL REQUIREMENTS

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 11/16 QUALITY CONTROL

01 45 00.15 10 11/16 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 35 02/15 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19.01 04/21 TEMPORARY ENVIRONMENTAL CONTROLS -

KADENA AIR BASE

01 74 19 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT

01 78 00 05/19 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 05/16 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 05/10, CHG 2: 02/19 DEMOLITION

02 61 13 02/10, CHG 1: 02/21 EXCAVATION AND HANDLING OF

CONTAMINATED MATERIAL

02 81 00 11/18 TRANSPORTATION AND DISPOSAL OF

HAZARDOUS MATERIALS

DIVISION 03 - CONCRETE

03 30 00 02/19 CAST-IN-PLACE CONCRETE

03 41 33 11/16, CHG 1: 11/18 PRECAST STRUCTURAL PRETENSIONED

CONCRETE

03 45 00 05/16, CHG 1: 05/21 PRECAST ARCHITECTURAL CONCRETE

DIVISION 04 - MASONRY

04 20 00 11/15, CHG 2: 05/19 UNIT MASONRY

DIVISION 05 - METALS

05 05 23.13 10 08/18 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18 STRUCTURAL STEEL

05 12 19 02/23 BUCKLING-RESTRAINED BRACES (BRB)

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

05 51 00 02/17, CHG 1: 05/17 METAL STAIRS

05 51 33 02/16 METAL LADDERS

05 52 00 02/18 METAL RAILINGS

PROJECT TABLE OF CONTENTS Page 1

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

06 41 16.00 10 08/10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16 08/20 SOLID SURFACING FABRICATIONS

06 73 01 05/18 FIBERGLASS REINFORCED PLASTIC (FRP)

GRATING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 08/19 PRESSURE TESTING AN AIR BARRIER SYSTEM

FOR AIR TIGHTNESS

07 14 00 02/12 FLUID-APPLIED WATERPROOFING

07 21 16 11/11, CHG 4: 08/18 MINERAL FIBER BLANKET INSULATION

07 27 10.00 10 08/19, CHG 1: 02/20 BUILDING AIR BARRIER SYSTEM

07 27 36 05/17, CHG 2: 08/20 SPRAY FOAM AIR BARRIERS

07 41 63 11/16 FABRICATED ROOF PANEL ASSEMBLIES

07 57 12 09/21 LIQUID APPLIED ELASTOMERIC SILICONE

WALL COATING

07 57 16 09/21 LIQUID APPLIED ELASTOMERIC ACRYLIC

ROOFING

07 60 00 05/17 FLASHING AND SHEET METAL

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

07 92 00 08/16 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 11 16 05/17 ALUMINUM DOORS AND FRAMES

08 14 00 08/16 WOOD DOORS

08 31 00 05/17, CHG 1: 08/18 ACCESS DOORS AND PANELS

08 33 23 08/20 OVERHEAD COILING DOORS

08 34 16.10 05/17 STEEL SLIDING HANGAR DOORS

08 51 13 05/19 ALUMINUM WINDOWS

08 51 23 08/20 STEEL WINDOWS

08 71 00 02/16 DOOR HARDWARE

08 81 00 05/19 GLAZING

08 91 00 08/20 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 02/10 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 08/16 GYPSUM BOARD

09 30 10 08/17 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 08/20 ACOUSTICAL CEILINGS

09 62 38 08/17, CHG 1: 08/18 STATIC-CONTROL FLOORING

09 65 00 08/10 RESILIENT FLOORING

09 90 00 05/11 PAINTS AND COATINGS

09 96 00 11/14 HIGH-PERFORMANCE COATINGS

09 97 13.17 02/10, CHG 1: 08/17 THREE COAT EPOXY INTERIOR COATING OF

WELDED STEEL PETROLEUM FUEL TANKS

DIVISION 10 - SPECIALTIES

10 14 00.10 08/17 EXTERIOR SIGNAGE

10 14 00.20 08/17 INTERIOR SIGNAGE

10 21 13 08/17 TOILET COMPARTMENTS

PROJECT TABLE OF CONTENTS Page 2

10 26 00 08/20 WALL AND DOOR PROTECTION

10 28 13 08/17 TOILET ACCESSORIES

10 44 19 04/23 FIRE EXTINGUISHER CABINETS

10 56 13 04/06 STEEL AND MOBILE STORAGE SHELVING

DIVISION 11 - EQUIPMENT

11 24 40 09/21 FALL ARREST SYSTEMS

11 31 13 08/17, CHG 1: 08/18 ELECTRIC KITCHEN EQUIPMENT

11 50 10 09/21 HANGAR BAY PAINT SPRAY BOOTH

11 50 11 09/21 PLASTIC MEDIA BLAST BOOTH

11 50 13 11/21 COMPONENT PAINT SPRAY BOOTH

DIVISION 12 - FURNISHINGS

12 21 00 08/17, CHG 2: 11/18 WINDOW BLINDS

12 48 13 08/17 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 21 15 09/21 DECONTAMINATION AIR SHOWERS

13 48 73 05/20, CHG 1: 08/20 SEISMIC CONTROL FOR MECHANICAL

EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

21 30 00 04/08 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 11/15 PLUMBING, GENERAL PURPOSE

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

23 05 15 02/14 COMMON PIPING FOR HVAC

23 05 48.19 05/18, CHG 2: 08/20 SEISMIC BRACING FOR HVAC

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 00 02/19, CHG 3: 05/21 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 02/19, CHG 1: 02/20 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 23 00 10/07 REFRIGERANT PIPING

23 25 00 05/21 CHEMICAL TREATMENT OF WATER FOR

MECHANICAL SYSTEMS

23 30 00 05/20 HVAC AIR DISTRIBUTION

23 52 00 04/08, CHG 5: 11/19 HEATING BOILERS

23 64 10 11/16 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 08/09 CHILLED, CHILLED-HOT, AND CONDENSER

WATER PIPING SYSTEMS

23 81 00 05/18 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

PROJECT TABLE OF CONTENTS Page 3

25 05 11.23 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS UTILITY MONITORING AND

CONTROL SYSTEM TO INCLUDE HVAC

25 10 10 02/19, CHG 1: 05/21 UTILITY MONITORING AND CONTROL SYSTEM

(UMCS) FRONT END AND INTEGRATION

DIVISION 26 - ELECTRICAL

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 08 00 08/08, CHG 2: 08/21 APPARATUS INSPECTION AND TESTING

26 11 16 11/21 SECONDARY UNIT SUBSTATIONS

26 13 00 05/21 SF6/HIGH-FIREPOINT FLUIDS INSULATED

PAD-MOUNTED SWITCHGEAR

26 20 00 02/14 INTERIOR DISTRIBUTION SYSTEM

26 24 13 05/15 SWITCHBOARDS

26 27 13.10 30 10/07, CHG 2: 08/18 ELECTRIC METERS

26 29 23 02/20, CHG 1: 05/21 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS

UNDER 600 VOLTS

26 32 15.00 05/20 ENGINE-GENERATOR SET STATIONARY

15-2500 KW, WITH AUXILIARIES

26 36 23 05/20, CHG 1: 08/21 AUTOMATIC TRANSFER SWITCHES AND

BY-PASS/ISOLATION SWITCH

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 51 00 05/16 INTERIOR LIGHTING

26 56 00 05/13 EXTERIOR LIGHTING

26 56 20 02/19 AIRFIELD AND HELIPORT LIGHTING AND

VISUAL NAVIGATION AIDS

DIVISION 27 - COMMUNICATIONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 51 16 05/20 PUBLIC ADDRESS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 08/20 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

31 05 19 08/08 GEOTEXTILE

31 11 00 11/18 CLEARING AND GRUBBING

31 21 13 11/18 RADON MITIGATION

31 31 16.19 02/16 TERMITE CONTROL BARRIERS

31 32 41 A/E SOIL CEMENT COLUMNS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.51 05/16, CHG 2: 08/17 RUBBER AND PAINT REMOVAL FROM AIRFIELD

PAVEMENTS

32 01 16.71 02/17 COLD MILLING ASPHALT PAVING

32 01 19.61 11/19 SEALING OF JOINTS IN RIGID PAVEMENT

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 23 08/17 AGGREGATE BASE COURSES

32 11 23.23 08/17 BASE COURSE DRAINAGE LAYERS

32 11 36.13 11/19 LEAN CONCRETE BASE COURSE

PROJECT TABLE OF CONTENTS Page 4

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 11/20 ASPHALT PAVING FOR AIRFIELDS

32 12 16.16 08/09 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 11.01 11/15 CONCRETE FOR HANGAR FLOORS

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 13 14.13 08/19 CONCRETE PAVING FOR AIRFIELDS AND

OTHER HEAVY DUTY PAVEMENTS

32 13 73.19 11/19 COMPRESSION CONCRETE PAVING JOINT

SEALANT

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

32 31 13 11/16 CHAIN LINK FENCES AND GATES

32 31 13.53 02/20 HIGH-SECURITY FENCES (CHAIN LINK AND

ORNAMENTAL) AND GATES

32 92 23 04/06, CHG 1: 08/21 SODDING

32 93 00 08/17, CHG 1: 08/21 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 01 50.31 02/20 LEAK DETECTION FOR FUELING SYSTEMS

33 08 53 08/18 AVIATION FUEL DISTRIBUTION SYSTEM

START-UP

33 11 00 02/18 WATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 40 00 02/10 STORM DRAINAGE UTILITIES

33 46 16 05/18 SUBDRAINAGE PIPING

33 52 10 11/18, CHG 1: 11/20 FUEL SYSTEMS PIPING (SERVICE STATION)

33 52 23.15 11/18 POL SERVICE PIPING WELDING

33 52 43.13 08/18, CHG 1: 02/21 AVIATION FUEL PIPING

33 52 80 02/10 LIQUID FUELS PIPELINE COATING SYSTEMS

33 56 10 05/19, CHG 1: 11/20 FACTORY-FABRICATED FUEL STORAGE TANKS

33 61 13.13 02/16 PREFABRICATED UNDERGROUND HYDRONIC

ENERGY DISTRIBUTION

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.19 04/22 JIB CRANES

41 22 23.19 05/20 MONORAIL HOISTS

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

46 05 14 09/21 AIRCRAFT WASH AND WASTEWATER RECOVERY

SYSTEMS

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Theater Corrosion Control Prep Hangar D3449300KADCCHPK January 10, 2025 1:21 PM

ATTACHMENT LIST

This report lists all attachments in the text.

HINT: With this file opened as a report from the SI Processed Files folder, double-clicking a Section number will open the Section in the Editor.

SECTION SUBPART ATTACHMENT

01 11 00.00 10 1.11.4 01 11 00.00 10-A "UXO Emergency Mitigation Steps and Survey Policies"

01 33 00 1.5.1 01 33 00-A ENG FORM 4025-R

01 33 00 Part 3 01 33 00-B "Submittal Register" 01 33 29 1.4 01 33 29-A "GBCI GPA Checklist" 01 33 29 1.4 01 33 29-B "Sustainability Requirements

Scoresheet" 01 35 26 1.7 01 35 26-A "Form A-02 Accident Prevention

Plan Checklist" 01 45 35 1.2 01 45 35-A "Statement of Special

Inspections" 01 45 35 1.2 01 45 35-B "Schedule of Special Inspections" 01 50 00 2.1.1 01 50 00-A 01 78 00 3.9 01 78 00-A "Draft DD FORM 1354" 01 91 00.15 10 3.1.2 01 91 00.15 10-A "Design Phase

Commissioning Plan" 25 05 11.23 1.4.1 Attachment 25 05 11.23-A 25 05 11.23 1.4.2 Attachment 25 05 11.23-B 25 05 11.23 1.5.1.4 Attachment 25 05 11.23-C 25 05 11.23 1.5.6 Attachment 25 05 11.23-D

Attachment List

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Attachment List

SECTION 01 11 00.00 10

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITIONS

The term "Government" refers to "United States Government" whenever the term "Government" appears in this Contract, unless otherwise indicated within the Contract.

1.2 REFERENCES

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

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 52.2 (2017) Method of Testing General Ventilation Air-Cleaning Devices for Removal Efficiency by Particle Size

ASHRAE 189.1 (2014) Standard for the Design of High-Performance Green Buildings Except Low-Rise Residential Buildings

ASTM INTERNATIONAL (ASTM)

ASTM D6245 (2012) Using Indoor Carbon Dioxide Concentrations to Evaluate Indoor Air Quality and Ventilation

ASTM D6345 (2010) Standard Guide for Selection of Methods for Active, Integrative Sampling of Volatile Organic Compounds in Air

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2018; TIA 18-1) Standard for Portable Fire Extinguishers

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-260-01 (2019; with Change 1, 2020) Airfield And Heliport Planning and Design

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

ANSI/SMACNA 008 (2007) IAQ Guidelines for Occupied

Jacobs D3449300 SECTION 01 11 00.00 10 Page 1

Buildings Under Construction, 2nd Edition

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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

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

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only . Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Initial Site Conditions Photos

Key Personnel Qualifications; G

Conformed Drawings Submittal

Indoor Air Quality (IAQ) Management Plan; G

SD-07 Certificates

Monthly Progress Photos;

SD-11 Closeout Submittals

Construction Completion Photos;

1.4 ACCEPTABLE ALTERNATIVES JAPANESE STANDARDS

Where indicated in the technical specifications REFERENCES paragraphs, acceptable Japanese standards are listed which are considered acceptable alternatives to the US Standards withing the Contract Specifications. The use of products not meeting the applicable US standards of the Contract or alternative Japanese standards specifically authorized by the Contract is prohibited unless authorized by the Contracting Officer. Japanese standards not identified in these specifications as being acceptable alternatives to US standards may be submitted to the Contracting Officer for consideration as acceptable alternatives after award using the variation request process set forth in Section 01 33 00 SUBMITTAL PROCEDURES. Prior to the use of such proposed additional alternative Japanese standards, written approval by the Contracting Officer is required. Incorporation of methods, materials, and equipment that will promote cost-effective and timely maintenance, and that are otherwise authorized by the contract, is highly encouraged.

1.5 MANDATORY U.S. TESTED PRODUCTS

The following items shall meet U.S. testing methods (e.g. UL listed, FM approved, ASTM, etc.) and shall be labeled as required. These items shall not be substituted with Japanese testing methods (e.g. JIS, JASS, etc.)

Jacobs D3449300 SECTION 01 11 00.00 10 Page 2 for certification:

a. Fire suppression systems, including valves, alarm valves, sprinklers.

Fire suppression systems includes wet chemical, dry chemical, mist, deluge, pre-action, foam, and clean agent, in addition to standard sprinkler systems.

b. Fire pumps, including motors, controllers, drives, and valves.

c. Fire alarm and mass notification systems, including panels, initiating devices, notification appliances, smoke alarms.

d. Engineering technician requirements for development of fire suppression systems and alarm system shop drawings, calculations, and material submittals.

e. Fire doors, smoke doors, and frames.

f. Fire dampers and smoke dampers.

g. Interior finishes with flame spread and smoke development ratings required for installation of rated assemblies.

h. Insulation with flame spread and smoke development ratings.

i. Fire proofing and fire stopping materials.

j. Plenum rated cables.

k. Domestic water supply piping in the building and plumbing fixtures that directly dispense potable drinking water (NSF stamped and/or labeled). Plumbing fixtures conforming to Japanese standards that do not directly dispense potable drinking water are allowed, such as urinals and water closets.

1.6 KEY PERSONNEL QUALIFICATIONS

The Contractor's Project Key personnel shall not be assigned duties to any other Contracts without approval from the Contracting Officer. The Project Superintendent, CQC System Manager, Site Safety Health Officer, and Interpreter shall all be separate persons provided they meet all qualification requirements and maintain presence on site as required for the various duties. 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.

1.6.1 Program Manager

The Program Manager is responsible for the overall management of the Contract. The Program Manager shall have a minimum of five (5) years experience in the administration of construction Contracts on construction projects similar in size and scope to this Contract, and shall have a

Jacobs D3449300 SECTION 01 11 00.00 10 Page 3 thorough knowledge of the duties of key management personnel assigned to this Contract.

1.6.2 Project Manager

The Project Manager shall have a minimum of five (5) years experience as a Project Manager on construction projects similar in size and scope to this Contract. Project Manager shall have knowledge of civil and vertical construction of large multiphase projects (10-100M+), airfield/concrete pavement, and structural steel scheduling. The Project Manager shall maintain oversight of Contract proposals prepared by the Contractor staff and be authorized to negotiate Contract terms and sign Contract documents on behalf of the Contractor. The project manager does not need to be present on the site daily, but shall attend weekly progress meetings and be available on site within 24 hours upon request. The Project Manager cannot have other assigned duties.

1.6.3 Project Superintendent (Supervisor)

The Project Superintendent shall be on the work site when on-site work is being performed and shall be available to the Contracting Officer or his representatives upon request. The Project Superintendent shall have overall responsibility for all operations at the job site and be authorized to make decisions, negotiate Contract terms and sign Contract documents on behalf of the Contractor. The Project Superintendent shall have a minimum of five (5) years experience as a superintendent on construction projects similar in size and scope to this Contract. The Project Superintendent shall have knowledge of civil and vertical construction, airfield/concrete pavement, and structural steel scheduling, and have at least one the following qualifications:

a. 1st Class Qualified Architect (1 Kyu Kenchikushi).

b. 1st Class Civil Engineering Works Management Engineer (1 Kyu Doboku Sekou Kanrigishi).

c. 1st Class Building Mechanical and Electrical Engineer (1 Kyu Kankouji Sekou Kanrigishi).

d. 1st Class Electric Construction Management Engineer (1 Kyu Denkikouji Sekou Kanrigishi).

e. Building Construction Management Engineert (1 Kyu Kenchiku Sekou Kanrigishi)

f. Construction Engineer (AI*DD Sougoushu).

The project Superintendent cannot have other assigned duties.

1.6.4 English Speaking Representative (Interpreter)

At all times during the Contract period the Contractor shall have an employee capable of fluent bilingual speech in the Japanese and English languages at the job site. An English Speaking Representative is always required at the job site. The bilingual interpreter shall have the capability to receive and issue concise and technical explanation and instructions between the Government representative(s) and Contractor supervisory personnel concerning all aspects of Contract administration and construction. Within fifteen (15) days after receipt of the Notice to

Jacobs D3449300 SECTION 01 11 00.00 10 Page 4

Proceed, the Contractor shall submit in writing to the Contracting Officer's Representative the qualifications and background history of the proposed interpreter for approval. The Contracting Officer's Representative shall have the explicit right to determine acceptability or rejection of the proposed individual. In addition, the Contractor shall be responsible to replace said individual upon notification by the Government should performance become inadequate during the Contract period. The interpreter shall attend the preconstruction conference. The English Speaking Representative (Interpreter) shall have a minimum of five

(5) years experience as a Interpreter on construction projects.

1.6.5 Contractor Quality Control

1.6.5.1 Contractor Quality Control System Manager (CQCSM)

Identify as CQC System Manager an individual within the onsite work organization that is responsible for overall management of CQC and has the authority to act in all CQC matters for the Contractor. This CQC System Manager is on the site at all times during construction and is employed by the prime Contractor. The CQC System Manager cannot have other duties assigned. The CQC Systems Manager must have a minimum of 5 years of experience as a CQC System Manager on projects similar in size and scope.

The CQC Systems Manager shall be a licensed Professional Engineer or equivalent; Graduate of Civil, Mechanical, or Electrical Engineering. The CQC System Manager shall have knowledge of civil and vertical construction of large multiphase projects (10-100M+), airfield/concrete pavement, structural steel, and scheduling. Identify in the plan an alternate to serve in the event of the CQC System Manager's absence. The requirements for the alternate are the same as the CQC System Manager. The CQC System Manager shall report to the assigned Project Manager. Refer to Section 01 45 00.00 10 QUALITY CONTROL, Paragraph "CQC System Manager" for additional requirements.

1.6.5.2 Contractor Quality Control Personnel

The following Contractor Quality Control (CQC) Personnel are required:

Civil, Mechanical, Electrical, Structural, Architectural, Communications, Environmental, Submittals, Plumbing, and Qualified Scheduler (P6 Knowledge), Concrete, Pavements, and Soils, Testing, Adjusting, and Balancing, Design Quality Control Manager.

See Section 01 45 00.00 10 QUALITY CONTROL for qualification requirements for CQC personnel. These individuals or specialized technical companies may be employed by the prime contractor or a subcontractor on this project. These individuals shall have no other duties other than quality control. A single person cannot cover more than one area.

1.6.6 Site Safety and Health Officer (SSHO)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.6.7 TPC Sustainability Professional

See Section 01 33 29 SUSTAINABILITY REPORTING.

1.6.8 Pass Coordinator

A person on the contractor's staff who is familiar with the requirements of USAG-J Regulation 190-13 , Individual and Vehicle Access Pass

Jacobs D3449300 SECTION 01 11 00.00 10 Page 5

Procedures, and USAG-J vehicle security inspection procedures. The Pass Coordinator must be able to obtain a DBIDS access pass with escort privileges and may be required to escort other contract personnel.

Although a TOEIC score is not required, the Pass Coordinator must be able to understand pass requirements and complete pass application forms in the English language.

1.6.9 Protective Coating Specialist (PCS)

See Section 09 96 00 HIGH PERFORMANCE COATINGS.

1.7 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

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 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 geographic location of the project.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

WORK DAYS BASED ON (5) DAY WORK WEEK

Misawa-area Kanto Plain Iwakuni Okinawa Sasebo Osaka

JAN 8 1 2 5 7 4

FEB 9 3 4 7 6 4

MAR 6 6 7 8 7 5

APR 3 6 6 6 7 4

MAY 4 4 6 6 6 4

JUN 5 9 8 6 12 5

JUL 6 6 6 6 9 4

AUG 6 6 5 9 9 3

SEP 6 7 6 7 9 4

OCT 4 5 4 4 8 4

NOV 6 4 4 4 5 3

DEC 7 1 3 5 5 3

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

Jacobs D3449300 SECTION 01 11 00.00 10 Page 6 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 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".

(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.

1.8 PERMITS AND RESPONSIBILITIES

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any laws, codes, and regulations (including the requirements of material, prefectural, and local Government of Japan, and associated military installation) applicable to the performance of work.

The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor's fault or negligence.

These damages shall be repaired or replaced by the Contractor at no cost to the Government. The Contractor shall take proper safety and health precautions to protect all work and workers.

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 Officer 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 shall be coordinated with base officials and are subject to base requirements. No road closure shall be permitted until the Contractor receives written approval from the Contracting Officer. Full road closures is generally

Jacobs D3449300 SECTION 01 11 00.00 10 Page 7 not permitted (at least one way traffic shall always be provided).

1.8.1 Temporary Airfield Construction Waiver

Prior to starting work, the contractor shall work with the Contracting Officer for providing all documents necessary for approval of temporary airfield construction waiver (TACW). A TACW is required when one or more elements of a construction project (equipment, facilities, personnel, etc.) violates criteria in UFC 3-260-01 . The contractor shall notify the Contracting Officer at least 60 days before starting construction, and shall notify 718 CES Comprehensive Planning Section (718 CES/CEAOP) at least 45 days before construction start date. The contractor shall submit other documents required by Kadena Air Base, such as a map or sketch of the free (exclusion) zone. TACWs must be approved before construction activities begin. Final approval authority is 18 WG/CC. At a minimum, the temporary construction waiver package shall include the following information (also available for reference in UFC 3-260-01. Appendix B).

Coordinate with the Contracting Officer for specific base requirements, questions, processing times, routing needed for approval.

a. Criteria to be waived. Reference publication, paragraph, and page number of the specific criterial to be waived.

b. Alternatives Courses of Action (COA) Considered. Describe any alternative courses of actions that were considered when developing the solution proposal and why they were not acceptable for meeting the purpose and need of the proposal/action.

c. Rationale/Justification of Selected COA. Explain the rationale for the selected COA and why the approving official should accept the risks associated with the proposal.

d. Risk Assessment. Complete the AF Form 4437 Deliberate Risk Assessment Worksheet. Utilize a cross functional team to complete the risk assessment. Contributing organizations may include civil engineering, safety, airfield operations and others as appropriate.

The risk analysis should include a detailed explanation of the methodology used, data considered, and rationale for determining the risk.

e. Graphics. Pictures, diagrams, and charts must clearly illustrate condition, distances, imaginary surfaces, clear zones, etc.

f. Proof of Coordination. The waiver preparer documents installation coordination form the appropriate stakeholders, for example: Safety, Operations Support, Maintenance, terminal instrument procedures (TERPS), Security Forces, Communications, Civil Engineering (and any other organizations that the installation feels should coordinate on the waiver request) before requesting approval from the installation commander.

1.9 SPECIAL CONTRACT REQUIREMENTS

1.9.1 Meetings

a. Post Award Orientation. A post award orientation (often referred to as a Preconstruction Conference) per FAR 42.503 shall be held. The chairperson shall be the Contracting Officer or his/her designee. The chairperson shall be responsible for providing minutes of the meeting.

Jacobs D3449300 SECTION 01 11 00.00 10 Page 8

b. Weekly Progress Meetings. A weekly progress meeting shall be conducted, with the day, time, and location to be determined at the Preconstruction Conference. The Contractor's Project Manager, Superintendent, Interpreter, and Quality Control Manager shall attend. Representatives from the Government may include, but are not limited to, Director of Public Works/Facilities Engineering personnel, Project's Resident Office personnel, and Project Manager. The Contractor shall be prepared to discuss work completed during the previous week, work currently in progress, and work forecasted for the following week, as well as the status of any construction issues and open action items. Provide the meeting agenda for review 48 hours prior to the meeting, take notes during the meeting, and provide electronic copies of the meeting minutes in English within 48 hours of the progress meeting for review.

c. Red Zone Meeting. A Red Zone meeting shall be conducted for Contracts with a value in excess of 55,000,000 JPY or those deemed sufficiently complex by the Contracting Officer to warrant one. The purpose of the Red Zone meeting is to discuss closeout requirements for the contract and to establish a timeline to get those items completed (see Section 01 78 00 CLOSEOUT SUBMITTALS for typical closeout requirements). The meeting is a good time for the Contractor to gain approval on format for items such as Operations and Maintenance manuals, the equipment-in-place list, the warranty plan, and any other items. The Initial Red Zone is typically scheduled when project reached 75 percent completion milestone. Provide the meeting agenda for review 24 hours prior to the meeting, take notes during the meeting, and provide electronic copies of the meeting minutes in English within 48 hours of the Red Zone meeting.

d. Safety and Quality Control Meetings. Safety and quality control meetings shall be held as needed and determined by the Contractor.

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and Section 01 45 00.00 10 USACE QUALITY CONTROL for specific requirements.

e. Construction Waste Management Meetings. See Section 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT for requirements.

1.9.2 Conformed Drawings Submittal

Contractor shall submit four (4) hard copy and bound set of conformed A3 size drawings. Submittal shall be provided to the Resident Office at the Pre-Construction meeting. Conformed drawings are defined as the original advertised drawings with amended drawing sheets replaced in-kind with the corresponding original sheet number. If applicable, add new sheets and remove deleted sheets in accordance with amendment instructions. If multiple amendments are issued, supersede any previously amended drawing so that only the highest numbered amendment drawing is included.

1.9.3 CONSTRUCTION INDOOR AIR QUALITY (IAQ) MANAGEMENT PLAN

Submit an IAQ Management Plan within 15 days after Notice to Proceed and not less than 10 days before the preconstruction meeting. The Plan shall include IAQ management practices implemented during construction and preoccupancy phases and describe how each requirement in ANSI/SMACNA 008 and TPC requirements will be met, addressed, and managed on the job site.

The plan shall cover the following additional items:

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a. Identify the key players and person(s) responsible for implementing the plan.

b. Specify procedures for protecting stored and installed absorptive materials from moisture damage.

c. Prohibit the use of tobacco products inside the building and within

7.5 meters (50 feet) of the building entrance at all times during construction. Consider prohibiting smoking on the entire job site. If smoking will be allowed, locate on a site plan the designated locations and signage. Comply with the tobacco use policy of the local jurisdiction.

d. Indicate whether air handlers will be operated during construction, and specify compliant filtration procedures for permanent equipment that will be used.

e. Take photographs of each IAQ measure for documentation. Annotate photographs to indicate each IAQ measure depicted and its general location. Provide photographs of the methods employed to protect stored and installed absorptive materials from moisture damage during construction and preoccupancy.

Revise and resubmit the Plan as required by the Contracting Officer. Make copies of the final plan available to all workers on site. Include provisions in the Plan to meet the requirements specified below and to ensure safe, healthy air for construction workers and building occupants.

1.9.3.1 Requirements During Construction

Provide for evaluation of indoor Carbon Dioxide concentrations in accordance with ASTM D6245. Provide for evaluation of volatile organic compounds (VOCs) in indoor air in accordance with ASTM D6345. Use filters with a Minimum Efficiency Reporting Value (MERV) of 8 in permanently installed air handlers during construction.

1.9.3.1.1 Control Measures

Meet or exceed the requirements of ANSI/SMACNA 008 , Chapter 3, to help minimize contamination of the building from construction activities. The five requirements of this manual which must be adhered to are described below:

a. HVAC protection: Isolate return side of HVAC system from surrounding environment to prevent construction dust and debris from entering the duct work and spaces.

b. Source control: Use low emitting paints and other finishes, sealants, adhesives, and other materials as specified. When available, cleaning products must have a low VOC content and be non-toxic to minimize building contamination. Utilize cleaning techniques that minimize dust generation. Cycle equipment off when not needed. Prohibit idling motor vehicles where emissions could be drawn into building.

Designate receiving/storage areas for incoming material that minimize IAQ impacts.

c. Pathway interruption: When pollutants are generated use strategies such as 100 percent outside air ventilation or erection of physical barriers between work and non-work areas to prevent contamination.

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d. Housekeeping: Clean frequently to remove construction dust and debris. Promptly clean up spills. Remove accumulated water and keep work areas dry to discourage the growth of mold and bacteria. Take extra measures when hazardous materials are involved.

e. Scheduling: Control the sequence of construction to minimize the absorption of VOCs by other building materials.

1.9.3.1.2 Moisture Contamination

a. Remove accumulated water and keep work dry.

b. Use dehumidification to remove moist, humid air from a work area .

c. Do not use combustion heaters or generators inside the building.

d. Protect porous materials from exposure to moisture.

e. Remove and replace items which remain damp for more than a few hours.

1.9.3.2 Requirements after Construction

After construction ends and prior to occupancy, conduct IAQ testing in accordance with ASHRAE 189.1 Section 10.3.1.4.

In the event that IAQ testing fails, conduct a building flush-out in accordance with ASHRAE 189.1 Section 10.3.1.3 and TPC requirements. The space shall be ventilated at a minimum rate of 1.5 Liters per second per square meter of outdoor air while maintaining an internal temperature of at least 15 degrees C (60 degrees F) and no higher than 27 degrees C (80 degrees F) and relative humidity no higher than 60%. Total air volume of outdoor air will be determined by ASHRAE 189.1 Section 10.3.1.4 Equation 10-1. Total volume of outdoor air shall be approved by the Contracting Office prior to building flush-out

Air contamination testing must be consistent with EPA's current Compendium of Methods for the Determination of Air Pollutants in Ambient Air. After building flush-out or testing and prior to occupancy, replace filtration media. Filtration media must have a MERV of 13 as determined by ASHRAE 52.2 .

1.10 PROGRESS AND COMPLETION PHOTOGRAPHS

No Photography of Air Force assets shall be taken at any time. All photography must be approved prior to start and submission of Photo Authorization Letter (PAL) to be coordinated through COR. PAL shall be submitted along with EAL. Photographically document site conditions prior to start of construction operations. Provide weekly, and within one month of the completion of work, digital photographs, 1600 by 1200 by 24 bit true color 300 DPI minimum resolution in JPEG file format or as otherwise defined by KO and construction team for ease of use and transfer showing the sequence and progress of work. Take a minimum of 50 digital photographs each week throughout the entire project and 30 digital photographs at completion of project. Submit the Initial Site Conditions Photos, Monthly Progress Photos, and Construction Completion Photos.

Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Include a date designator in file names. Cross reference submittals in the appropriate

Jacobs D3449300 SECTION 01 11 00.00 10 Page 11 daily report. Photographs provided are for unrestricted use by the Government. Photographs shall have time/date stamp to ensure appropriate progress tracking.

1.11 BASE REGULATIONS

The Contractor and Subcontractor(s) shall become familiar with and obey all base regulations, including fire, traffic, safety, and security regulations. All Contractors shall keep within the limits of the work (and avenues of ingress and egress), and shall not enter any restricted areas unless required to do so and are cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.11.1 Request for Contractor's Employee Passes and Vehicle Passes

No employee or representative of the Contractor shall be admitted to the work site without a Contracting Officer's furnished authorized admittance. Prior to the start of on-site work, submit applications for base passes to the Contracting Officer for key employees (project manager, site supervisor, interpreter, etc.) for long term DBIDS passes. The Contractor, with assistance from the Resident Office, is responsible for securing sufficient passes for other workers, including subcontractor's employees and vehicles, required to access the base for the project duration. Additional personnel data shall also be furnished.

Provide all information required for background checks to meet base access requirements to be accomplished by Base Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. The Government reserves the right to make changes to the Contractor security requirements or processes due to a change in the Force Protection Condition (FPCON).

Upon completion of this Contract, return all employee and vehicle passes to the base, and obtain a certification of receipt. Final payment shall be withheld until all passes have been returned.

1.11.2 No Smoking Policy

Smoking is prohibited on installations except in designated smoking areas. This applies to existing buildings, buildings under construction, and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer shall identify designated smoking areas.

1.11.3 Munitions and Explosives of Concern (MEC)

Munitions and Explosives of Concern (MEC): Unexploded Ordnance (UXO), Material Presenting a Potential Explosive Hazard (MPPEH), Chemical Agents (CA), or Discarded Military Munitions (DMM) on jobsites shall be treated as extremely dangerous and must be reported immediately. Follow the 3Rs:

RECOGNIZE, RETREAT, and REPORT. In the event MEC are discovered or uncovered, immediately stop work in that area and immediately inform the Contracting Officer's Representative. Contractor shall provide dispatch and Contracting Officer's Representative with specific location of the item. Contractor personnel shall stop work in the immediate vicinity of the discovery and maintain a minimum distance of 300 meters from the item.

Contractor shall maintain flexibility in redirecting personnel and work effort in the event that items possessing an explosive hazard are

Jacobs D3449300 SECTION 01 11 00.00 10 Page 12 discovered and construction personnel are excluded from areas during the destruction/removal process.

1.11.4 Unexploded Ordnance (UXO) Procedures on Kadena Air Base

Kadena Air Base 718 CES/CEN assesses the area as UXO unlikely with a low probability of uncovering UXO's on the site. However, since there is always a possibility of encountering UXOs anywhere on Okinawa, albeit unlikely at this location, excavations and other construction activities related earth work on the project site, require a measure of caution. The Ground Penetrating Radar (GPR) survey specified in 01 35 26 paragraph "Utilities Within and Under Concrete, Bituminous Asphalt, and Other Impervious Surfaces" for the identification of underground utilities will identify anomalies. Best practices of conducting GPR surveys are to repeat them in areas greater than the used method's level of detection (LOD), down to a depth of 2 meters, to ensure no utility lines or other suspicious objects are present. If suspected UXOs are identified, the construction team needs to follow the standard UXO notification procedures per the Kadena policies identified in attachment 01 11 00.00 10-A "UXO Emergency Mitigation Steps and Survey Policies". The contact number for the Emergency Dispatch Center for Kadena Air Base is 098-934-5911. See the following website for additional information:

www.kadena.af.mil/About-Us/Emergency-Actions/ .

1.12 ORDER OF WORK

1.12.1 Schedule

Schedule all work to cause the least amount of interference with activity operations. Permission to interrupt any activity or roads shall be requested in writing a minimum of 30 calendar days prior to the desired date of interruption. Interruptions of activities, roads, and utility services shall be allowed only when they will not cause interference with the operations of the activity. The Contractor shall remove and dispose off Government property all Contractor generated debris at the end of each shift, or more frequently if required, to keep the space usable. Upon award of this Contract, the Contractor shall begin and complete all required work; ready for use and including cleanup, within the time period specified on this Contract. All work scheduled in occupied areas shall be accomplished in such a manner as to cause the least possible inconvenience to the occupants.

1.12.2 Working Hours

Normal Working Hours and Days are Monday through Saturday, 0700 hours through 1700 hours. Escorts required for work on the airfield are not regularly availble on Saturdays, but may be requested per procedures in specification Section 01 14 00 WORK RESTRICTIONS. Approved work may be performed at night (2100-0500). Work includes oversize deliveries and other materials with time restrictions.

1.12.3 Work Outside of Regular Hours

If the Contractor desires to carry on work outside the regular hours, on Sundays, or Government holidays, a written application shall be submitted to the Contracting Officer or his representative for approval. The Contractor shall allow three working days notice to enable satisfactory arrangements to be made by the Government for inspecting the work in progress. If work is to be accomplished after daylight hours, the

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Contractor shall illuminate the area in a manner approved by the Contracting Officer or their representative and in accordance with EM 385-1-1 . Unless directed by a Contracting Officer, work accomplished outside regular working hours shall be at no additional cost to the Government.

1.13 FIRE PREVENTION DURING CONSTRUCTION

1.13.1 General

Comply with all pertinent fire prevention provisions of the US Army Corps of Engineers Manual EM 385-1-1 , NFPA 241 and shall follow the Installation fire regulations. Prior to commencement of welding or other hot work operations, obtain approval from the Installation Fire Chief.

1.13.2 Supply

No more than one day's supply of paint, paint materials, or compounds shall be allowed within the area of the building, and shall be removed from the job site after each working day. No gasoline or similar low flash point flammable liquid shall be allowed within the building area.

After proper coordination with the Facility's Emergency Services (to confirm the maximum allowable quantities and location of storage), storage of additional product may be authorized.

1.13.3 Fire Extinguishers

Provide, as a minimum, the number, size, and type of fire extinguishers in accordance with the latest NFPA 10 . The Contractor shall comply with the Installation Fire Chief's policies if they are more stringent than NFPA 10 .

Fire extinguishers shall remain the property of the Contractor and shall be removed upon completion of the project.

1.13.4 Housekeeping

Accumulations of combustible material shall be removed from the building area on a daily basis.

1.13.5 Handling of Gasoline

Gasoline shall be stored in industry standard approved safety containers.

Adequate ventilation shall be provided to safely dispose of flammable vapors where flammable liquids are utilized. Gasoline powered equipment shall be refueled a minimum 6 meters away from the building area.

1.13.6 Notification of Fire

Be familiar with methods for notifying the Installation Fire Department.

The Installation's fire poster shall be posted in conspicuous locations and at telephones in construction shacks.

1.14 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

Jacobs D3449300 SECTION 01 11 00.00 10 Page 14 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 Officer shall make the final determination of the acceptability of any material used on this contract.

1.15 CORRESPONDENCE

All correspondence addressed to the Government shall be made through serialized letters furnished with one original and two copies. Serialized letters shall begin with the number S-0001 and shall be continuous without a break in numbering.