FIO_Specifications_B4511 Tower Camp Courtney.pdf

m Solicitation No. W912HV

US Army Corps of Engineers Japan District

FY24 FSRM RENOVATE MFH TOWER 4511,

CAMP COURTNEY, OKINAWA, JAPAN

SPECIFICATIONS

RTA Submittal

22nd MARCH 2024

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PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 10 GENERAL CONTRACT REQUIREMENTS

01 11 00.00 10-A GOVERNMENT FURNISHED PROPERTY

01 20 00 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 00-A ENG FORM 4025

01 33 00-B SUBMITTAL REGISTER

01 33 29 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 33 29-A AF_HPSB_SCORESHEET

01 33 29-B ENERGY AND SUSTAINABILITY RECORD CARD

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 26-A USACE ACCIDENT PREVENTION PLAN

CHECKLIST

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 50 00-A PROJECT SIGNAGE

01 57 19.01 TEMPORARY ENVIRONMENTAL CONTROLS - AIR

FORCE INSTALLATIONS

01 57 19.01-A HAZMAT REPORT

01 74 19 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 00-A DD FORM 1354

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 TOTAL BUILDING COMMISSIONING

01 91 00.15 10-A FUNCTIONAL-PERFORMANCE TEST

01 91 00.15 10-B PRE-FUNCTIONAL CONTRACTORS CHECKLIST

01 91 00.15 10-C DESIGN PHASE COMMISSIONING PLAN

01 91 00.15 10-D TEMPLATE - CONSTRUCTION PHASE

COMMISSIONING PLAN

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

02 84 33 REMOVAL AND DISPOSAL OF

POLYCHLORINATED BIPHENYLS (PCBs)

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 20 00 FINISH CARPENTRY

06 61 16 SOLID SURFACING FABRICATIONS

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DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 14 00 FLUID-APPLIED WATERPROOFING

07 21 16 MINERAL FIBER BLANKET INSULATION

07 32 13 ROOF TILES

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 31 00 ACCESS DOORS AND PANELS

08 32 13 ALUMINUM SLIDING GLASS DOORS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 53 TRAFFIC SIGNAGE

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 73 SEISMIC AND ANTITERRORISM BRACING FOR

MISCELLANEOUS EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

23 05 48.19 SEISMIC BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 23 00 REFRIGERANT PIPING

23 30 00 HVAC AIR DISTRIBUTION

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

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DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS

DIVISION 26 - ELECTRICAL

26 05 48.00 10 SEISMIC AND ANTITERRORISM BRACING FOR

ELECTRICAL EQUIPMENT

26 12 19.10 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED

TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 20 SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

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

32 15 00 AGGREGATE SURFACING

32 16 19 CONCRETE CURBS, GUTTERS, PAVEMENT

STOPPER, AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

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FY24 FSRM Renovate MFH Tower 4511 23AF0003 Camp Courtney, Okinawa, Japan

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 10

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITIONS

1.2 REFERENCES

1.3 SUBMITTALS

1.4 ACCEPTABLE ALTERNATIVE JAPANESE STANDARDS

1.5 GOVERNMENT FURNISHED CONTRACTOR INSTALLED ITEMS

1.5.1 Requirements for Government Furnished Contractor Installed dishwashers:

1.6 MANDATORY U.S. TESTED PRODUCTS

1.7 KEY PERSONNEL QUALIFICATIONS

1.7.1 Program Manager

1.7.2 Project Manager

1.7.3 Project Superintendent (Supervisor)

1.7.4 English Speaking Representative (Interpreter)

1.7.5 Contractor Quality Control

1.7.5.1 Contractor Quality Control System Manager (CQCSM)

1.7.5.2 Contractor Quality Control Personnel

1.7.6 Site Safety and Health Officer (SSHO)

1.7.7 TPC SUSTAINABILITY PROFESSIONAL

1.8 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.9 PERMITS AND RESPONSIBILITIES

1.10 SPECIAL CONTRACT REQUIREMENTS

1.10.1 Meetings

1.10.2 Conformed Drawings Submittal

1.10.3 CONSTRUCTION INDOOR AIR QUALITY (IAQ) MANAGEMENT PLAN

1.10.3.1 Requirements During Construction

1.10.3.1.1 Control Measures

1.10.3.1.2 Moisture Contamination

1.10.3.2 Requirements after Construction

1.11 PROGRESS AND COMPLETION PHOTOGRAPHS

1.12 BASE REGULATIONS

1.12.1 Request for Contractor's Employee Passes and Vehicle P asses

1.12.2 No Smoking Policy

1.12.3 Unexploded Ordnance (UXO) Procedures on Kadena Air Bas e

1.13 ORDER OF WORK

1.13.1 Schedule

1.13.2 Working Hours

1.13.3 Noise and Vibration

1.13.4 Work Outside of Regular Hours

1.14 FIRE PREVENTION DURING CONSTRUCTION

1.14.1 General

1.14.2 Supply

1.14.3 Fire Extinguishers

1.14.4 Housekeeping

1.14.5 Handling of Gasoline

1.14.6 Notification of Fire

1.15 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

1.16 CORRESPONDENCE

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PART 2 PRODUCTS

PART 3 EXECUTION

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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 189.1 (2017) Standard for the Design of High-Performance Green Buildings Except Low-Rise Residential Buildings

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

ASTM INTERNATIONAL (ASTM)

ASTM D6245 (2021) Using Indoor Carbon Dioxide Concentrations to Evaluate Indoor Air Quality and Ventilation

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2022) Standard for Portable Fire Extinguishers

NFPA 241 (2022) Standard for Safeguarding Construction, Alteration, and Demolition Operations

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

ANSI/SMACNA 008 (2007) IAQ Guidelines for Occupied Buildings Under Construction, 2nd Edition

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U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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 ALTERNATIVE JAPANESE STANDARDS

Where indicated in the technical specifications REFERENCES paragraphs, acceptable Japanese standards are listed which are considered acceptable alternatives to the US Standards within the Contract Specifications.

Contract specifications authorize the use of specified acceptable alternative Japanese standards. 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, material s, and equipment that will promote cost-effective and timely maintenance, and that are otherwise authorized by the contract, is highly encouraged .

1.5 GOVERNMENT FURNISHED CONTRACTOR INSTALLED ITEMS

Attachment 01 11 00.00 10-A "Government Furnished Property" provides the items that shall be Government Furnished, Contractor Installed (GFCI).

1.5.1 Requirements for Government Furnished Contractor Installed dishwashers:

a. The contractor will coordinate with Appliance Repair at 632-4099 or 632-4176 for dishwasher delivery. Lead time for delivery is 2 weeks minimum. Delivery of all dishwasher units at one time will require up to 30 days.

b. Contractor shall provide appropriate temporary storage within t he

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laydown area to accommodate the government furnished dishwasher delivery. Inventory and inspection with photographs of existing conditions and sign off by both receiving and delivery is required.

c. The dishwashers will be delivered unwrapped & barcoded.

d. Contractor shall perform operation check by running a full "normal" cycle. If operation check does not pass, contact Appliance Repair 632-4099 or 632-4176 and notify USACE project engineer and quality assurance representative.

e. Nonoperational dishwashers shall be transferred to temporary storage for pickup by Appliance Repair. Warranty for the dishwasher will not be part of the contract.

1.6 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.)

for certification:

a. Fire suppression systems, including valves, alarm valves, sprinklers (pipes and fittings meeting Japanese standards may meet the function requirements). 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 (conductors and conduits meeting Japanese standards may meet the functional requirements).

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 ratin gs 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 meeting Japanese standards that do not directly dispense potable drinking water are allowed, such as urina ls and water closets.

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1.7 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, and Site Safety Health Officer shall all be separate persons, and shall not have other duties assigned.

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.

1.7.1 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 thorough knowledge of the duties of key management personnel assigned to this Contract.

1.7.2 Project Manager

The Project Manager shall have a minimum of five (5) years experience as a Project Manager on construction projects containing architecture, electrical, or mechanical components similar in size and scope to this Contract and have PE or equivalent registration certification. 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.

Project Manager shall not have other duties assigned.

1.7.3 Project Superintendent (Supervisor)

The Project Superintendent shall be on the work site when on-site w ork is being performed and shall be available to the Contracting Officer o r his representatives upon request. The Project Superintendent shall hav e 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 containing architecture, electrical, or mechanical components similar in size and scope to this Contract, and have at least one the following qualifications:

a. U.S. Registered Structural Engineer or U.S. Registered Architec t or 1 Kyu Kenchikushi (1st Class Qualified Architect).

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

c. U.S. Registered Mechanical or Electrical Engineer or 1 Kyu Kank ouji Sekou Kanrigishi (1st Class Building Mechanical and Electrical

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Engineer).

d. U.S. Registered Electrical Engineer or 1 Kyu Denkikouji Sekou Kanrigishi (1st Class Electric Construction Management Engineer).

1.7.4 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. 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 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.

1.7.5 Contractor Quality Control

1.7.5.1 Contractor Quality Control System Manager (CQCSM)

The CQC System Manager is required to be a graduate of an accredited college with an engineering, architecture, or construction management degree, with a minimum of 5 years construction experience on construction of similar size and scope to this Contract. Refer to Section 01 45 00.00 10 QUALITY CONTROL, Paragraph "CQC System Manager" for additional requirements.

1.7.5.2 Contractor Quality Control Personnel

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

Civil, Mechanical, Electrical, Structural, Architectural, Fire Protection, Concrete, Pavements, and Soils, Testing, Adjusting, and Balancing. All other specialties in section 01 45 00.00 10 not identified in this paragraph does not apply to this project.

See Section 01 45 00.00 10 QUALITY CONTROL for qualification requir ements for CQC personnel. These individuals or specialized technical compa nies may be employed by the prime contractor or a subcontractor on this project.

These individuals can perform other duties but need to be allowed sufficient time to perform the specialized personnel's assigned quality control duties as described in the Quality Control Plan. A single person can cover more than one area provided that the single person is qualified to perform quality control activities in each designated and that workload allows.

1.7.6 Site Safety and Health Officer (SSHO)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.7.7 TPC SUSTAINABILITY PROFESSIONAL

See Section 01 33 29 SUSTAINABILITY REPORTING.

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1.8 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. (More specific information may be obtained as specified under Special Contract Requirements Clause entitled "Physical Data.")

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

WORK DAYS BASED ON (5) DAY WORK WEEK

Misawa-area Kanto Plain Iwakuni Okinawa Sasebo 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 consti tute the base line for monthly (or portion thereof) weather time evaluations.

c. Upon acknowledgment of the Notice-to-Proceed (NTP) and continuing throughout the Contract, the Contractor shall record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

d. The number of actual adverse weather delay days shall include d ays impacted by actual adverse weather (even if adverse weather occurre d in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the

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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.

1.9 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 Offic er with the initial project schedule. Notification of specific road closur es 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 gener ally not permitted (at least one way traffic shall always be provided).

1.10 SPECIAL CONTRACT REQUIREMENTS

1.10.1 Meetings

a. Post Award Orientation. A post award orientation (often referr ed to as a Preconstruction Conference) per FAR 42.503 shall be held. The

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chairperson shall be the Contracting Officer or his/her designee. The chairperson shall be responsible for providing minutes of the meeting.

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 24 hours prior to the meeting, take notes during the meeting, and provide electronic copies of the meeting minutes in English within 24 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 24 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.

1.10.2 Conformed Drawings Submittal

Contractor shall submit one (1) hard copy Japanese-style folded and bound set of conformed A3 size drawings. Submittal shall be provided to the Resident Office at the Pre-Construction meeting. Conformed drawing s 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 amendm ent drawing is included.

1.10.3 CONSTRUCTION INDOOR AIR QUALITY (IAQ) MANAGEMENT PLAN

Submit an IAQ Management Plan within 15 days after Notice to Procee d (NTP).

The Plan shall include IAQ management practices implemented durin g construction and preoccupancy phases and describe how each requirem ent in ANSI/SMACNA 008 will be met, addressed, and managed on the job site. The

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plan shall cover the following additional items:

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.

1.10.3.1 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.

1.10.3.1.1 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 descr ibed below:

a. HVAC protection: Isolate return side of HVAC system from surrou nding 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, clean ing 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 minimi ze IAQ impacts.

c. Pathway interruption: When pollutants are generated use strateg ies

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such as 100 percent outside air ventilation or erection of physical barriers between work and non-work areas to prevent contamination.

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.

1.10.3.1.2 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.

1.10.3.2 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 filtr ation media. Filtration media must have a MERV of 13 as determined by ASHRAE 52.2 .

1.11 PROGRESS AND COMPLETION PHOTOGRAPHS

Photographically document site conditions prior to start of constru ction operations. Provide monthly, 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 showing the sequence and progress of work. Take a minimum of 5 digital photographs each week throughout the entire project and 25 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 locat ion on the view location sketch. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

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1.12 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.

1.12.1 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.

1.12.2 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.

1.12.3 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 Okin awa, 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 ut ilities 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, t he construction team needs to follow the standard UXO notification pro cedures per the Kadena policies identified in attachment 01 11 00.00 10-B " 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

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following website for additional information:

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

1.13 ORDER OF WORK

1.13.1 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.

1.13.2 Working Hours

Normal Working Hours and Days are Monday through Friday, 0800 hours through 1700 hours. Saturday work is allowed on this contract and does not require additional approvals. Notify the Contracting Officer at least three days in advance when scheduling Saturday work.

1.13.3 Noise and Vibration

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

1.13.4 Work Outside of Regular Hours

If the Contractor desires to carry on work outside the regular hours, on Sundays, or 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 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.

1.14 FIRE PREVENTION DURING CONSTRUCTION

1.14.1 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.

1.14.2 Supply

No more than one day's supply of paint, paint materials, or compoun ds

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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.

1.14.3 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.

1.14.4 Housekeeping

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

1.14.5 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.

1.14.6 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.

1.15 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

The Contractor shall furnish all materials necessary for performance of the work of this contract unless otherwise specified. Materials procured shall be new and shall meet any 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 manufactu rer's original equipment for equipment being repaired or replaced, and wi ll be compatible with existing materials and systems. All materials prov ided under this contract shall be free of asbestos, lead in paint, and P CB.

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

1.16 CORRESPONDENCE

All correspondence addressed to the Government shall be made throug h 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. Serialized letters shall include the contrac t title and number, date, subject, and shall be signed by an authorized representative of the Contractor.

PART 2 PRODUCTS (NOT USED)

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PART 3 EXECUTION (NOT USED)

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Consolidated GFP Attachment V.M.1.1

Government Furnished Property

Attachment Number

Attachment File of

Attachment Date

Government Contracting Officer

Name Email Phone

Contract Award Contract Modification Solicitation AmendmentOR

Modification Number Amendment Number

Reference Procurement Instrument Number

Custodial Procurement Instrument Identification

Solicitation, Contract or Uniform PIID Number Issuing Office

DoDAAC Issue Year

(YY)

Contract

Type Sequence Number

Order Number (PIID Format FY16+) Issuing Office

DoDAAC Issue Year

(YY)

Contract

Type Sequence Number

OR

Old Order Format

Reset Form Validate

FY24 FSRM Renovate MFH Tower 4511 Camp Courtney, Okinawa, Japan 23AF0003

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Consolidated GFP Attachment V.M.1.1

Government Furnished Property

ADD SERIALLY MANAGED ITEMS LIST

Line Number Item Name Item Description NSN CAGE Part

Number Model

Number Serial

Number UII QTY Unit of Measure Unit Cost Use As Is

Remove Delivery Date (On or Before) Duration Time Unit Delivery Event Notes

ADD NON-SERIALLY MANAGED ITEMS LIST

Line Number Item Name Item Description NSN CAGE Part

Number Model

Number QTY Unit of Measure Unit Cost Use As Is

1 Dishwasher (GFCI) Whirlpool Undercounter Dishwasher WDT750SAH or similar 68 Each true

Line Number Item Name Item Description NSN CAGE Part

Number Model

Number QTY Unit of Measure Unit Cost Use As Is

2 Each true

Items Authorized to be Requisitioned by the Contractor and Paid for by DoD

ADD Line Number Item Name Item Description NSN CAGE Part

Number QTY Unit of Measure Unit Cost Use As Is

Remove

FY24 FSRM Renovate MFH Tower 4511 Camp Courtney, Okinawa, Japan 23AF0003

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 GENERAL

1.2 Submittals

1.3 LINE ITEMS

1.3.1 CLIN 0001, Tower 4511 Repair and Renovation Work on Camp

Courtney.

1.3.1.1 Payment

1.3.1.2 Unit of Measure

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PROGRESS PAYMENT INVOICE

3.2 TRANSPORTATION OF SUPPLIES BY SEA, BILL OF LADING

3.3 CONTRACT COST BREAKDOWN

3.4 CONTRACT ADMINISTRATION

3.4.1 Contracting Officer (KO)

3.4.2 Administrative Contracting Officer (ACO)

3.4.3 Contracting Officer's Representative (COR)

3.5 DESIGNATED BILLING OFFICE

-- End of Section Table of Contents --

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SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 GENERAL

Payment items for the work of this Contract for which payments shall be made are listed in the CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, topographic surveys, cost of bond premiums, and for performing all work required by drawings and specifications for which separate payment is not otherwise provided. Work paid for under one item shall not be paid for under any other item. No separate payment shall be made for the work, services, or operations required by the Contractor, as specified in DIVISION 01, GENERAL REQUIREMENTS, to complete the project in accordance with these specifications; all costs thereof shall be considered as incidental to the work.

1.2 Submittals

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

DESIGN-BID-BUILD:submittals not haveing a "G" designation are for information only; Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-07 Certificates

Bill Of Lading; G

1.3 LINE ITEMS

1.3.1 CLIN 0001, Tower 4511 Repair and Renovation Work on Camp Courtney.

1.3.1.1 Payment

Payment shall be made at the Contract job price for CLIN 0001 "Tower 4511 repair and renovation work on Camp Courtney" for work completed including, but not limited to replacement of roof tiles, roof surface waterproofing, replace aluminum windows, replace doors, paint interior walls, ceiling and doors, provide vinyl flooring and wall base in community room, new HVAC system, new plumbing system including water, sanitary, vent and dra in piping, remove existing indoor transformers and replace with new outdoor transformers, new electrical wiring for new HVAC and water heater system, replace deteriorated sprinklers located under driveway, exterior ba lcony, etc, relocate knox box, replace all smoke/CO detectors, provide LED exit signs, replace existing fire alarm strobe with new, provide local operating console (LOC)for emergency, cybersecurity, commissioning, asbestos, lead/cadmiu/chromium, PCB and low level radioactive mater ial

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abatement. Payment for work completed shall constitute full compensation of CLIN 0001, complete.

1.3.1.2 Unit of Measure

Unit of measure: job.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PROGRESS PAYMENT INVOICE

Requests for payment shall be submitted in accordance with Federal Acquisition Regulations (FAR) Subpart 32.9, entitled "PROMPT PAYMENT", and Paragraphs 52.232-5 and 52.232-27, entitled "Payments Under Fixed-Price Construction Contracts", and "Prompt Payment for Construction Contracts", respectively. In addition each request shall be submitted in the number of copies and to the designated billing office as shown in the Contract.

When submitting payment requests, the Contractor shall complete Blocks 1 through 12 of the "PROGRESS PAYMENT INVOICE" Form as directed by the Contracting Officer (provided in RMS CM). The completed form shall then become the cover document to which all other support data shall be attached.

One additional copy of the entire request for payment, to include the "PROGRESS PAYMENT INVOICE" cover document, shall be forwarded to a separate address as designated by the Contracting Officer.

The Contractor shall submit with each pay request, a list of subcontractors that have worked during that pay period. The listing shall be broken down into weeks, identifying each subcontractor that has worked during a particular week, and indicate the total number of employees that have worked on site for each subcontractor for each week. The prime Contractor shall also indicate the total number of employees for its on site staff for each week.

Formal invoices shall be submitted every month between the first and the tenth of the month. Any invoice received after the tenth will be considered as not meeting the contract requirements and rejected. I t may be resubmitted on the first of the following month.

3.2 TRANSPORTATION OF SUPPLIES BY SEA, BILL OF LADING

The Contractor shall, within 30 days after each shipment covered by Defense Federal Acquisition Regulation (DFAR) Subpart 252.247-7023, provide the Contracting Officer and the Maritime Administration (MARAD) one copy of the rated on board vessel operating carrier's ocean Bill of Lading. See DFAR 252.247-7023 for information required in the bill of lading. MARAD contact information: usarmy.scott.sddc.mbx.g3-ffw-team@mail.mil and msc.n101.ffw@navy.mil.

The Contractor shall use U.S.-flag vessels when transporting any supplies by sea under this contract. If U.S.-flag vessels are not available , the Contractor may submit a request for use of foreign-flag vessels in…