Specs_Zama Lodge.pdf

25 MAY 2023

READY TO ADVERTISE

SPECIFICATIONS

Army Lodging Facility Camp Zama, Japan Contract No.: NAFQJ3-23-B-0001

Page Intentionally Left Blank

Army Lodging Facility

NAFQJ3-23-B-0001

Final RTA Submittal

PROJECT TABLE OF CONTENTS Page 1

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 02/15 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 00-A TRANSMITTAL FORM

01 33 00-B SUBMITTAL REGISTER

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 33 29-A ENERGY & SUSTAINABILITY RECORD CARD

01 33 29-B LEED CHECKLIST

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 26-A ACCIDENT PREVENTION PLAN CHECKLIST

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 45 35-A STATEMENT OF SPECIAL INSPECTIONS

01 45 35-B SCHEDULE OF SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 50 00-A CONSTRUCTION PROJECT SIGNS

01 57 19 03/21 TEMPORARY ENVIRONMENTAL CONTROLS -

MASTER DRAFT - Reduced Submittals

01 74 19 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT

01 78 00 05/19 CLOSEOUT SUBMITTALS

01 78 00-A TRANSFER AND ACCEPTANCE OF DoD REAL

PROPERTY

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 05/19, CHG 3: 05/22 TOTAL BUILDING COMMISSIONING

01 91 00.15 10 -A CONSTRUCTION PHASE COMMISSIONING PLAN

01 91 00.15 10 -B OWNER PROJECT REQUIREMENTS

DIVISION 03 - CONCRETE

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

03 45 00 05/16, CHG 2: 11/21 PRECAST ARCHITECTURAL CONCRETE

DIVISION 05 - METALS

05 05 20.00

02/21

POST-INSTALLED CONCRETE AND MASONRY

ANCHORS

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 30 00 05/15 STEEL DECKS

05 40 00 05/15, CHG 1: 08/18 COLD-FORMED METAL FRAMING

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

05 51 33 02/16 METAL LADDERS

05 52 00 02/18 METAL RAILINGS

NAFQJ3-23-B-0001

PROJECT TABLE OF CONTENTS Page 2

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

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

06 20 00 08/16, CHG 2: 11/18 FINISH CARPENTRY

06 41 13.00 10 08/10 WOOD-VENEER-FACED ARCHITECTURAL

CABINETS

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

CABINETS

06 61 16 08/20 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

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

FOR AIR TIGHTNESS

07 21 13 02/16, CHG 2: 08/20 BOARD AND BLOCK INSULATION

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

07 22 00 02/16, CHG 3: 11/18 ROOF AND DECK INSULATION

07 24 00 05/11, CHG 4: 08/18 EXTERIOR INSULATION AND FINISH SYSTEMS

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

07 27 26 05/17, CHG 2: 08/20 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 42 63 05/11, CHG 4: 08/20 FABRICATED WALL PANEL ASSEMBLIES

07 52 00 05/12 MODIFIED BITUMINOUS MEMBRANE 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 13 73 08/20 SLIDING METAL DOORS

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 44 00 05/19 CURTAIN WALL AND GLAZED ASSEMBLIES

08 51 13 05/19 ALUMINUM 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 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 65 00 08/10 RESILIENT FLOORING

09 68 00 11/17 CARPETING

09 72 00 08/17, CHG 1: 08/18 WALLCOVERINGS

09 90 00 05/11 PAINTS AND COATINGS

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

10 26 00 08/17 WALL AND DOOR PROTECTION

10 28 13 08/17 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHER CABINETS

10 51 26 05/11 PLASTIC LOCKERS AND BENCHES

NAFQJ3-23-B-0001

PROJECT TABLE OF CONTENTS Page 3

DIVISION 11 - EQUIPMENT

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

11 68 13 08/17, CHG 1: 08/18 PLAYGROUND EQUIPMENT

DIVISION 12 - FURNISHINGS

12 48 13 08/17 ENTRANCE FLOOR MATS AND FRAMES

12 93 00 08/17, CHG 1: 08/18 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 73 05/22 SEISMIC CONTROL FOR MISCELLANEOUS

DIVISION

- CONVEYING EQUIPMENT

EQUIPMENT

14 21 23 09/22 ELECTRIC TRACTION PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 12 00 05/11 STANDPIPE SYSTEMS

21 13 13

21 30 00

08/20

04/08

WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 11/15 PLUMBING, GENERAL PURPOSE

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

COMMON PIPING FOR HVAC

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

11/15

02/13

TESTING, ADJUSTING, AND BALANCING FOR

HVAC

THERMAL INSULATION FOR MECHANICAL

02/19, CHG

3:

05/21

SYSTEMS

INSTRUMENTATION AND CONTROL FOR HVAC

23.01

11/15, 02/19, CHG

CHG

2:

1:

05/21

02/20

INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

LONWORKS DIRECT DIGITAL CONTROL FOR

05/20

HVAC AND OTHER BUILDING CONTROL SYSTEMS

FACILITY GAS PIPING

23 23 00 10/07 REFRIGERANT PIPING

23 30 00 05/20 HVAC AIR DISTRIBUTION

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

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 08/09 CHILLED WATER PIPING SYSTEMS

23 81 00 05/18 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.01 11/17 CYBERSECURITY FOR FACILITY-RELATED

ACCESS CONTROL SYSTEM

25 05 11.01-A CYBERSECURITY INTERCONNECTION SCHEDULE

25 05 11.01-B NETWORK COMMUNICATION REPORT

25 05 11.01-C INVENTORY REPORT

25 05 11.01-D CONTRACTOR COMPUTER CYBERSECURITY

COMPLIANCE STATEMENT

25 05 11.02 11/17 CYBERSECURITY FOR FACILITY-RELATED

NAFQJ3-23-B-0001

PROJECT TABLE OF CONTENTS Page 4

ELECTRONIC SECURITY CONTROL SYSTEM

25 05 11.02-A CYBERSECURITY INTERCONNECTION SCHEDULE

25 05 11.02-B NETWORK COMMUNICATION REPORT

25 05 11.02-C INVENTORY REPORT

25 05 11.02-D CONTRACTOR COMPUTER CYBERSECURITY

COMPLIANCE STATEMENT

25 05 11.02-E CONTRACTOR TEMPORARY NETWORK

CYBERSECURITY COMPLIANCE STATEMENT

25 05 11.02-F WIRELESS NETWORK REQUEST FORM

25 05 11.03 11/17 CYBERSECURITY FOR FACILITY-RELATED

EMCS/UMCS/DDC CONTROL SYSTEM

25 05 11.03-A CYBERSECURITY INTERCONNECTION SCHEDULE

25 05 11.03-B NETWORK COMMUNICATION REPORT

25 05 11.03-C INVENTORY REPORT

25 05 11.03-D CONTRACTOR COMPUTER CYBERSECURITY

COMPLIANCE STATEMENT

25 05 11.03-E CONTRACTOR TEMPORARY NETWORK

CYBERSECURITY COMPLIANCE STATEMENT

25 05 11.03-F WIRELESS NETWORK REQUEST FORM

25 05 11.04 11/17 CYBERSECURITY FOR FACILITY-RELATED

FIRE DETECTION AND ALARM CONTROL SYSTEM

25 05 11.04-A CYBERSECURITY INTERCONNECTION SCHEDULE

25 05 11.04-B NETWORK COMMUNICATION REPORT

25 05 11.04-C INVENTORY REPORT

25 05 11.04-D CONTRACTOR COMPUTER CYBERSECURITY

COMPLIANCE STATEMENT

25 05 11.04-E CONTRACTOR TEMPORARY NETWORK

CYBERSECURITY COMPLIANCE STATEMENT

25 05 11.04-F WIRELESS NETWORK REQUEST FORM

25 05 11.05 11/17 CYBERSECURITY FOR FACILITY-RELATED

ELEVATOR CONTROL SYSTEMS

25 05 11.05-A CYBERSECURITY INTERCONNECTION SCHEDULE

25 05 11.05-B NETWORK COMMUNICATION REPORT

25 05 11.05-C INVENTORY REPORT

25 05 11.05-D CONTRACTOR COMPUTER CYBERSECURITY

COMPLIANCE STATEMENT

25 05 11.05-E CONTRACTOR TEMPORARY NETWORK

CYBERSECURITY COMPLIANCE STATEMENT

25 05 11.05-F WIRELESS NETWORK REQUEST FORM

DIVISION 26 - ELECTRICAL

26 05 00.00 40 11/20 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.10 10 05/16 INSULATED WIRE AND CABLE

26 05 26.00 40 08/19 GROUNDING AND BONDING FOR ELECTRICAL

SYSTEMS

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 05 71.00 40 02/17

LOW VOLTAGE OVERCURRENT PROTECTIVE

DEVICES

26 11 16.00 33 08/19 THREE-PHASE, CUBICLE-TYPE PAD-MOUNTED

TRANSFORMER

26 20 00 02/14 INTERIOR DISTRIBUTION SYSTEM

26 24 13 08/21 SWITCHBOARDS

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

26 28 01.00 10 08/21 COORDINATED POWER SYSTEM PROTECTION

02/20, CHG

11/13

05/21 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS

UNDER 600 VOLTS

LIGHTNING PROTECTION SYSTEM

26 51 00 05/16 INTERIOR LIGHTING

26 56 00 05/13 EXTERIOR LIGHTING

NAFQJ3-23-B-0001

PROJECT TABLE OF CONTENTS Page 5

DIVISION 27

- COMMUNICATIONS

27 05 13.43 05/20 TELEVISION DISTRIBUTION SYSTEM

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 10 05 05/16 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 08/20 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

31 05 19.13 02/21 GEOTEXTILES FOR EARTHWORK

31 11 00 11/18 CLEARING AND GRUBBING

31 62 13.20 08/09 PRECAST/PRESTRESSED CONCRETE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

LANDSCAPE ESTABLISHMENT

BASE COURSE FOR RIGID AND SUBBASES FOR

FLEXIBLE PAVING

AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

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

13.06

PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

DECORATIVE CONCRETE PAVING

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 CHG 5: 11/18 PAVEMENT MARKINGS

32 18 16.13 PLAYGROUND PROTECTIVE SURFACING

13.53

23.13

HIGH-SECURITY FENCES (CHAIN LINK AND

ORNAMENTAL) AND GATES

SEGMENTAL CONCRETE BLOCK RETAINING WALL

32 92 19 CHG 1: 08/21 SEEDING

32 92 23 CHG 1: 08/21 SODDING

32 92 26 CHG 1: 08/21 SPRIGGING

32 93 00 CHG 1: 08/21 EXTERIOR PLANTS

32 96 00 CHG 1: 08/21 TRANSPLANTING EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 02/18 WATER UTILITY DISTRIBUTION PIPING

33 11 23 11/09, CHG 1: 08/17 NATURAL GAS PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 40 00 02/10 STORM DRAINAGE UTILITIES

33 51 15 08/19 NATURAL-GAS / NATURAL GAS DISTRIBUTION

PIPELINES

33 61 13.13 02/16 PREFABRICATED UNDERGROUND HYDRONIC

ENERGY DISTRIBUTION

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

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

-- End of Project Table of Contents --

Army Lodging Facility NAFQJ3-23-B-0001 Camp Zama, Japan Final RTA Submittal

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 ALTERNATIVES JAPANESE STANDARDS

1.5 DESIGN CRITERIA AND CODES

1.6 GOVERNMENT FURNISHED CONTRACTOR INSTALLED ITEMS

1.7 MANDATORY U.S. TESTED PRODUCTS

1.8 KEY PERSONNEL QUALIFICATIONS

1.8.1 Program Manager

1.8.2 Project Manager

1.8.3 Project Superintendent (Supervisor)

1.8.4 English Speaking Representative (Interpreter)

1.8.5 Professional Registrations

1.8.6 Contractor Quality Control

1.8.6.1 Contractor Quality Control System Manager (CQCSM)

1.8.6.2 Contractor Quality Control Personnel

1.8.7 Site Safety and Health Officer (SSHO)

1.8.8 SUSTAINABILITY REPRESENTATIVE

1.8.9 Pass Coordinator

1.9 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.10 PERMITS AND RESPONSIBILITIES

1.11 SPECIAL CONTRACT REQUIREMENTS

1.11.1 Meetings

1.11.2 Conformed Drawings Submittal

1.11.3 CONSTRUCTION INDOOR AIR QUALITY (IAQ) MANAGEMENT PLAN

1.11.3.1 Requirements During Construction

1.11.3.1.1 Control Measures

1.11.3.1.2 Moisture Contamination

1.11.3.2 Requirements after Construction

1.12 PROGRESS AND COMPLETION PHOTOGRAPHS

1.13 BASE REGULATIONS

1.13.1 Request for Contractor's Employee Passes and Vehicle Passes

1.13.2 No Smoking Policy

1.14 ORDER OF WORK

1.14.1 Schedule

1.14.2 Working Hours

1.14.3 Noise and Vibration

1.14.4 Work Outside of Regular Hours

1.15 FIRE PREVENTION DURING CONSTRUCTION

1.15.1 General

1.15.2 Supply

1.15.3 Fire Extinguishers

1.15.4 Housekeeping

1.15.5 Handling of Gasoline

1.15.6 Notification of Fire

1.16 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

1.17 CORRESPONDENCE

SECTION 01 11 00.00 10 Page 1

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00.00 10 Page 2

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

ASHRAE 52.2 (2012) Method of Testing General Ventilation Air-Cleaning Devices for Removal Efficiency by Particle Size

ASTM INTERNATIONAL (ASTM)

ASTM D6245 (2012) 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 (2018; ERTA 1-2 2018) Standard for Portable Fire Extinguishers

NFPA 241 (2013; Errata 2015) 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

SECTION 01 11 00.00 10 Page 3

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 . When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

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.

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, materials, and equipment that will promote cost-effective and timely maintenance, and that are otherwise authorized by the contract, is highly encouraged.

1.5 DESIGN CRITERIA AND CODES

This project is designed to meet the IBC 2018, as referenced by the UFC.

The IBC 2018 shall be used to resolve any discrepancies among the design documents.

1.6 GOVERNMENT FURNISHED CONTRACTOR INSTALLED ITEMS

Attachment 01 11 00.00 10-A "Government Furnished Property" provides the

SECTION 01 11 00.00 10 Page 4 items that shall be Government Furnished, Contractor Installed (GFCI).

1.7 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.

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.

1.8 KEY PERSONNEL QUALIFICATIONS

The Contractor's Project Key personnel shall not be assigned duties to any other Contracts (excluding the project manager) without approval from the Contracting Officer. The Project Superintendent, CQC System Manager, and Site Safety Health Officer shall all be separate persons. 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.

SECTION 01 11 00.00 10 Page 5

1.8.1 Program Manager

The Program Manager is responsible for the overall management of the Contract. The Program Manager shall have a minimum of ten (10) 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.

1.8.2 Project Manager

The Project Manager shall have a minimum of ten (10) years experience as a Project Manager on construction projects similar in size and scope to this Contract. 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 shall not have any other duties.

1.8.3 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.

1.8.4 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.

1.8.5 Professional Registrations

The following are U.S. Professional Registrations and the equivalent Japanese substitutions for project engineers:

a. U.S. Registered Structural Engineer or U.S. Registered Architect 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).

SECTION 01 11 00.00 10 Page 6

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

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

e. U.S. Bachelors Degree in Construction Management or 1 Kyu Kenchiku Sekou Kanrigishi (1st Class Building Construction Management Engineer)

f. U.S. Bachelors Degree in Construction Management or AI*DD Sougoushu (AI*DD Construction Engineer).

g. U.S. Registered Fire Protection Engineer.

1.8.6 Contractor Quality Control

1.8.6.1 Contractor Quality Control System Manager (CQCSM)

The CQC System Manager is required to have 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.

1.8.6.2 Contractor Quality Control Personnel

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

Civil, Mechanical, Electrical, Structural, Architectural, Fire Protection, Communications, Environmental, Submittals, Occupied Family Housing, 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 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.

1.8.7 Site Safety and Health Officer (SSHO)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.8.8 SUSTAINABILITY REPRESENTATIVE

See Section 01 33 29 SUSTAINABILITY REPORTING.

1.8.9 Pass Coordinator

A person on the contractor's staff who is familiar with the requirements of USAG-J Regulation 190-13, Individual and Vehicle Access Pass Procedures, and USAG-J vehicle security inspection procedures. The Pass Coordinator must be able to obtain a DBIDS access pass with escort privileges and may be required to escort other contract personnel.

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

SECTION 01 11 00.00 10 Page 7

1.9 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 constitute the base line for monthly (or portion thereof) weather time evaluations.

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

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

SECTION 01 11 00.00 10 Page 8 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.

1.10 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 not permitted (at least one way traffic shall always be provided).

1.11 SPECIAL CONTRACT REQUIREMENTS

1.11.1 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

SECTION 01 11 00.00 10 Page 9 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.

1.11.2 Conformed Drawings Submittal

Contractor shall submit (3) hard copy Japanese-style folded and bound set of conformed A3 size drawings and (3) hard copy Japanese-style folded and bound set of conformed A1 size drawings.

1.11.3 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:

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

b. Specify procedures for protecting stored and installed absorptive

SECTION 01 11 00.00 10 Page 10 materials from moisture damage.

c. Prohibit the use of tobacco products inside the building and within 15 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.

1.11.3.1 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.

1.11.3.1.1 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.

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

SECTION 01 11 00.00 10 Page 11 extra measures when hazardous materials are involved.

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

1.11.3.1.2 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.

1.11.3.2 Requirements after Construction

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

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 .

1.12 PROGRESS AND COMPLETION PHOTOGRAPHS

Photographically document site conditions prior to start of construction 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 28 digital photographs each week throughout the entire project and 28 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 daily report. Photographs provided are for unrestricted use by the Government.

1.13 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

SECTION 01 11 00.00 10 Page 12

Contractor's equipment shall be conspicuously marked for identification.

1.13.1 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.

1.13.2 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.

1.14 ORDER OF WORK

1.14.1 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.

1.14.2 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.

SECTION 01 11 00.00 10 Page 13

1.14.3 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.

1.14.4 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.

1.15 FIRE PREVENTION DURING CONSTRUCTION

1.15.1 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.

1.15.2 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.

1.15.3 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.

1.15.4 Housekeeping

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

1.15.5 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.

SECTION 01 11 00.00 10 Page 14

1.15.6 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.

1.16 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

The Contractor shall furnish all materials necessary for performance of the work of this contract unless otherwise specified. Materials procured shall be new and shall meet any specifications and standards listed in these specifications. If no specification for a material needed to perform this contract are stated, the material shall be new, of acceptable industrial grade and quality, equal to or better than the manufacturer's original equipment for equipment being repaired or replaced, and will be compatible with existing materials and systems. All materials provided under this contract shall be free of asbestos, lead in paint, and PCB.

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

1.17 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. Serialized letters shall include the contract title and number, date, subject, and shall be signed by an authorized representative of the Contractor.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00.00 10 Page 15

NAFQJ3-23-B-0001

ATTACHMENT 01 11 00.00 10-A Page 1

Washer

Ea.2

Dryer 8 Ea.

4 Time Clock 1 Ea.

GOVERNMENT FURNISHED PROPERTY

Wall Mounted

TV

See Equipment Tag E-264 on Sheets

EP101, EP102 & EP104

See Equipment Tag E-403 on Sheets

EP102, EP104, & EP106

See Equipment Tag E-404 on Sheets

EP102, EP104, & EP106

See Equipment Tag E-871 on Sheet EP101

Army Lodging Facility Camp Zama, Japan

NAFQJ3-23-B-0001

ATTACHMENT 01 11 00.00 10-A Page 2

5 47 Ea.

GOVERNMENT FURNISHED PROPERTY

Landscape Boulders

See Sheets LS155-LS159

300mm-400mm Diameter

Army Lodging Facility Camp Zama, Japan

NAFQJ3-23-B-0001

ATTACHMENT 01 11 00.00 10-A Page 3

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, Construction of Primary and Supporting Facilities

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

SECTION 01 20 00 Page 1

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, Construction of Primary and Supporting Facilities

1.3.1.1 Payment

Payment shall be made at the Contract job price for CLIN 0001 "Construction of Primary and Supporting Facilities" for work completed.

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

1.3.1.2 Unit of Measure

Unit of measure: job.

SECTION 01 20 00 Page 2

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. It 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.