2_P-652-01_Specs.pdf

NAVFAC PACIFIC

WORK ORDER NO:

1616862

SPECIFICATIONS

For

FY17 MCON PROJECT P-652-01

HARDENING OF GUAM POL INFRASTRUCTURE – TIYAN JUNCTION

At the

Joint Region Marianas, Guam (A/E Contract N62742-18-D-0001)

PREPARED BY:

MN + DPI JV

1132 Bishop Street, Suite 1595

Honolulu, Hawaii 96813

Structure: Moffatt & Nichol Architectural: Setiadi Architect Civil: Duenas-Camacho &

Associates, Inc.

Mechanical: Thermal Engineering

Corporation Fire Protection: Thermal Engineering

Corporation

Electrical: EMCE Consulting Engineers Hazmat Survey: Myounghee Noh & Associates Geotechnical: Pacific Geotechnical

Engineers Cathodic Protection: Tourney Consulting Group

Submitted By: ____________________________ Date: March 25, 2020 Gary W. Smith, P.E.

APPROVED BY:

Specification: _________________________________________________ Mr. Clint Hashiba, P.E.

For Commander, NAVFAC Pacific: _______________________________________________

Mr. Evan A. Mizue, P.E.

Date: _______________________ rporation ermal Enginnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnneering rporationnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnn

Protection

GaGGGaGaGGGaGaGaGGGGGaGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG ryryryryyyyyyyyyyyyyyyyyyyyyyyyyryyyyyyyyryyyyyyyyyryyyyyyyyyryyyyyyyyyyyyyyyryryryyyy W. SmSSSSS ith, P.E.

lingjun.kong Typewritten Text 3/26/2020 evan.mizue Evan's Signature

FY17 MCON PROJECT P-652-01 HARDENING OF GUAM POL INFRASTRUCTURE 1616862

Tiyan Junction, Joint Region Marianas, Guam

THIS PAGE INTENTIONALLY LEFT BLANK

FY17 MCON Project P-652-01 Hardening of Guam POL Infrastructure 1616862

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.03 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS (JRM-ESS)

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 23.33 OPERATION AND MAINTENANCE MANUALS FOR AVIATION FUEL SYSTEMS

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 50 14 STRUCTURAL METAL FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 14 00 FLUID-APPLIED WATERPROOFING

07 19 00 WATER REPELLENTS

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

PROJECT TABLE OF CONTENTS Page 2

DIVISION 08 - OPENINGS

08 39 54 BLAST RESISTANT DOORS

08 71 00 DOOR HARDWARE

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

09 97 13.15 LOW VOC POLYSULFIDE INTERIOR COATING OF CONCRETE VALVE

VAULT

09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES

DIVISION 10 - SPECIALTIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

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

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

DIVISION 25 – INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 13.00 20 CATHODIC PROTECTION BY GALVANIC ANODES

26 51 00 INTERIOR LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 63.00 20 ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

31 31 16.13 CHEMICAL TERMITE CONTROL

PROJECT TABLE OF CONTENTS Page 3

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 08 53 AVIATION FUEL DISTRIBUTION SYSTEM START-UP

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 52 23.15 POL SERVICE PIPING WELDING

33 52 43.13 AVIATION FUEL PIPING

33 52 80 LIQUID FUELS PIPELINE COATING SYSTEMS

33 57 55 FUEL SYSTEM COMPONENTS (NON-HYDRANT)

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 41 – MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.15 BRIDGE CRANES, OVERHEAD, UNDER RUNNING

- - End of Project Table of Contents - -

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NAVFAC

NO. DWG NO. TITLE

G-001 17235350 COVER SHEET

G-002 17235351 INDEX OF DRAWINGS

G-003 17235352 GENERAL NOTES

G-004 17235353 ABBREVIATIONS AND LEGEND

G-101 17235354 TIYAN JUNCTION MANIFOLD SITE ACCESS PLAN

G-102 17235355 PROJECT PHASING PLAN

G-103 17235356 MEC CLEARANCE EXCLUSION ZONE

G-104 17235425 TIYAN JUNCTION VALVE SITE FIRE AND LIFE SAFETY PLAN

G-105 17235426 TIYAN JUNCTION VALVE VAULT FIRE AND LIFE SAFETY PLAN AND

CODE SUMMARY

B-001 17235357 BORING LOGS, BORING LOGS LEGEND

B-002 17235358 USCS, GEOTECHNICAL NOTES AND ROCK DESCRIPTION SYSTEM

C-001 17235359 GENERAL NOTES, LEGENDS, & SYMBOLS

V-101 17235360 SITE SURVEY CONTROL PLAN

C-101 17235361 CLEARING AND GRUBBING PLAN

C-102 17235362 TEMPORARY EROSION CONTROL PLAN

C-103 17235363 SITE DEMOLITION PLAN

C-104 17235364 SITE IMPROVEMENTS AND GRADING PLAN

C-105 17235365 SITE UTILITY PLAN

C-201 17235366 WATERLINE PROFILE

C-501 17235367 MISCELLANEOUS DETAILS

C-502 17235368 MISCELLANEOUS DETAILS

C-503 17235369 MISCELLANEOUS DETAILS

C-504 17235370 MISCELLANEOUS DETAILS

C-505 17235371 MISCELLANEOUS DETAILS

C-506 17235372 MISCELLANEOUS DETAILS

SD001 17235373 STRUCTURAL DEMOLITION NOTES

SD101 17235374 STRUCTURAL DEMOLITION PLAN - TIYAN JUNCTION MANIFOLD

SD301 17235375 STRUCTURAL DEMOLITION SECTIONS

S-001 17235376 STRUCTURAL NOTES 1

S-002 17235377 STRUCTURAL NOTES 2

S-003 17235378 STANDARD STRUCTURAL DETAILS

S-101 17235379 STRUCTURAL SITE PLAN

S-102 17235380 FOUNDATION PLAN

S-103 17235381 BUILDING FLOOR PLAN

S-104 17235382 BUILDING FLOOR FRAMING PLAN

DOCUMENT 00 01 15 Page 1

S-105 17235383 BUILDING ROOF PLAN

S-106 17235384 ROOF TRUSS PLAN

S-301 17235385 BUILDING SECTION (TRANSVERSE)

S-302 17235386 BUILDING SECTION (LONGITUDINAL)

S-501 17235387 FOUNDATION SECTIONS AND DETAILS

S-502 17235388 EXTERIOR WALL SECTIONS AND DETAILS

S-503 17235389 EXTERIOR WALL OPENING AND PENETRATIONS 1

S-504 17235390 EXTERIOR WALL OPENING AND PENETRATIONS 2

S-505 17235391 CONCRETE SHIELD WALL DETAILS

S-506 17235392 ROOF SECTIONS AND DETAILS

S-507 17235393 ROOF REINFORCING DETAILS 1

S-508 17235394 ROOF REINFORCING DETAILS 2

S-509 17235395 ROOF REINFORCING DETAILS 3

S-510 17235396 ROOF REINFORCING DETAILS 4

S-511 17235397 PRECAST REINFORCING FIN DETAILS 1

S-512 17235398 PRECAST REINFORCING FIN DETAILS 2

S-513 17235399 FLOOR FRAMING SECTIONS AND DETAILS 1

S-514 17235400 FLOOR FRAMING SECTIONS AND DETAILS 2

S-515 17235401 LOUVER SHIELD DETAILS

S-516 17235402 SLIDING BLAST DETAILS

S-517 17235403 PERSONNEL BLAST DOOR DETAILS

S-518 17235404 MISCELLANEOUS STRUCTURAL DETAILS

S-519 17235405 BLAST DOOR TRENCH

SS501 17235406 HOSE CONNECTION VAULT DETAILS

SS502 17235407 ELECTRICAL SUPPORT PEDESTAL

SS503 17235408 TEMPORARY CONCRETE PAD

A-101 17235409 FLOOR PLAN AND REFLECTED CEILING PLAN

A-102 17235410 ROOF PLAN

A-201 17235411 BUILDING ELEVATIONS

A-301 17235412 BUILDING SECTIONS

A-501 17235413 WALL SECTIONS

A-601 17235414 ROOM FINISH SCHEDULE AND DOOR TYPES AND SCHEDULE

FP001 17235415 LEGEND AND ABBREVIATIONS, NOTES

FP101 17235416 TIYAN JUNCTION VALVE VAULT FIRE SUPPRESSION PLAN

FP102 17235417 TIYAN JUNCTION VALVE VAULT PIT FIRE SUPPRESSION PLAN

FP103 17235418 TIYAN JUNCTION VALVE VAULT FIRE ALARM PLAN

FP501 17235419 FIRE PROTECTION DETAILS - 1

FP502 17235420 FIRE PROTECTION DETAILS - 2

FP503 17235421 FIRE PROTECTION DETAILS - 3

FP504 17235422 FIRE PROTECTION DETAILS - 4

FP505 17235423 FIRE PROTECTION DETAILS - 5

FP601 17235424 TIYAN JUNCTION VALVE VAULT FIRE ALARM RISER DIAGRAM,

MATRIX & ZONE SCHEDULE

MH001 17235427 MECHANICAL NOTES, LEGEND, SYMBOLS, AND ABBREVIATIONS

MH101 17235428 MECHANICAL FLOOR AND ROOF PLAN

MH501 17235429 DETAILS

MP001 17235430 PIPING LEGEND, SYMBOLS, AND ABBREVIATIONS

MP002 17235431 PIPING NOTES

MP101 17235432 PIPING SITE PLAN - TIYAN JUNCTION MANIFOLD

MP102 17235433 PIPING SITE PLAN - TIYAN JUNCTION MANIFOLD

MP103 17235434 PIPING SITE PLAN - TIYAN JUNCTION MANIFOLD

MP104 17235435 PIPING SITE PLAN - TIYAN JUNCTION MANIFOLD

MP105 17235436 PIPING SITE PLAN - TIYAN JUNCTION MANIFOLD

MP106 17235437 TEMPORARY MANIFOLD PLAN

MP107 17235438 BUILDING PIPING PLAN

DOCUMENT 00 01 15 Page 2

MP301 17235439 PIPING SECTIONS - HARDENED BUILDING

MP302 17235440 PIPING SECTION

MP303 17235441 PIPING SECTIONS - TEMPORARY BYPASS

MP501 17235442 PIPING DETAILS

MP502 17235443 PIPE SUPPORT DETAILS

E-001 17235444 ELECTRICAL NOTES, LEGEND, SYMBOLS, AND ABBREVIATIONS

ES101 17235445 ELECTRICAL SITE PLAN

E-101 17235446 LIGHTING PLAN

E-102 17235447 POWER AND SECURITY SYSTEM PLAN

E-103 17235448 LIGHTNING PROTECTION PLAN

E-501 17235449 MISCELLANEOUS DETAILS 1

E-502 17235450 MISCELLANEOUS DETAILS 2

E-503 17235451 MISCELLANEOUS DETAILS 3

E-504 17235452 MISCELLANEOUS DETAILS 4

E-505 17235453 PHOTOS

E-601 17235454 ONE LINE DIAGRAM

E-602 17235455 MISCELLANEOUS DIAGRAMS

E-603 17235456 SCHEDULES

E-604 17235457 LIGHT FIXTURE SCHEDULE

EC101 17235458 CATHODIC PROTECTION PLAN

EC501 17235459 CATHODIC PROTECTION DETAILS

H-001 17235460 HAZMAT NOTES

-- End of Document --

DOCUMENT 00 01 15 Page 3

DOCUMENT 00 01 15 Page 4

FY17 MILCON Project P-652-01 Hardening of Guam POL Infrastructure 1616862

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes constructing a reinforced concrete blast structure over an existing fuel manifold, including site grading and paving, fencing, temporary relocation of existing manifold, new electrical service to hardened building, potable water, fire protection water, cathodic protection, and new IPDS hose connection vault.

1.2.2 Location

The work is located at the Tiyan Junction, Joint Region Marianas, Guam, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building(s) will be unoccupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

SECTION 01 11 00 Page 1

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 calendar days prior to starting excavation work.

1.6 NCTS/telecomm/access control/IDS COORDINATION REQUIREMENTS

1.6.1 NCTS/telecomm/access control/IDS Contractor Access

Allow the NCTS/telecomm/access control/IDS Contractor access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections. Coordinate efforts with the NCTS/telecomm/access control/IDS Contractor to facilitate joint use of building spaces during the final phases of construction. After the Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with the NCTS/telecomm/access control/IDS Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.

1.7 SALVAGE MATERIAL AND EQUIPMENT

Existing Tiyan junction valve valult equipment and items designated by the Contracting Officer to be salvaged remain the property of the Government.

Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

SECTION 01 11 00 Page 2

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 State

"State" when used in reference to states of the United States also includes the Territory of Guam.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

Personnel List; G

Vehicle List; G

Statement of Acknowledgement Form SF 1413; G

1.3 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

b. Permission to interrupt any Activity roads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

c. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

d. The project will temporarily relocate the Tiyan Junction valve vault components while the new hardened structure is being Built. Existing POL lines are critical for operations. Interruption shall be limited and require coordination (Notification and Scheduling) with the Activity/User.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of

SECTION 01 14 00 Page 1 ingress and egress. To minimize traffic congestion, delivery of materials must be outside of peak traffic hours (6:30 to 8:00 a.m. and 4:00 to 6:00 p.m.) unless otherwise approved by the Contracting Officer. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.4.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.1.2 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/om/dbids.html. No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.

1.4.1.2.1 Registration for DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/om/dbids.html. Procedure includes:

a. Present a letter or official document from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.

b. Present valid identification, such as a passport or Real ID Act-compliant state driver's license.

c. Provide completed SECNAV FORM 5512/1 to the base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/om/dbids.html.

d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, finger prints, base restriction and several other assessments.

e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

1.4.1.2.2 DBIDS Eligibility Requirements

Throughout the year, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

SECTION 01 14 00 Page 2

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification. The Government is the final authority.

1.4.1.2.3 DBIDS Notification Requirements

Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

a. An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

b. There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.4.1.2.4 One-Day Passes

Personnel applying for One-Day passes at the Base Visitor Control Office are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.4.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, 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 will identify designated smoking areas.

1.4.2 Working Hours

Regular working hours must consist of an 8 1/2 hour hour period between 7:00 a.m. and 4:30 p.m., Monday through Friday, excluding Government holidays.

1.4.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

1.4.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours."

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

SECTION 01 14 00 Page 3

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours." Such interruptions are further limited to four hours. This time limit includes time for deactivation and reactivation.

1.5 SECURITY REQUIREMENTS

1.5.1 Contractor Security Representative

Designate an employee to serve as the Contractor Security Representative.

The Contractor Security Representative will be the primary point of contact of any security matter. The Contractor Security Representative will not be replaced or removed without prior notice to the Contracting Officer.

1.5.1.1 Security Approval

The Contractor Security Representative will work with the Navy Command Security Manager to set-up online Electronic Questionnaire for Investigative Processing (E-QIP) accounts and work with individual contractor personnel to complete their E-QIP, review the E-QIP with the Contractor (by screening the E-QIP for completeness and accuracy), and ensure that fingerprints are taken in Guam and sent to the Navy Command Security Manager at least 45 days in advance (to allow for postal delays).

The Navy Command Security Manager will further screen the E-QIP for potential suitability/security issues prior to submitting the request to the Office of Personnel Management (OPM). These required items, shall be forwarded to the Navy Command Security Manager for processing at least 30 days prior (45 days for fingerprints) to the individual employee's anticipated date for reporting for duty. Earliest possible submission of E-QIP and fingerprints is highly recommended due to delays at OPM.

A favorable review of the questionnaire and advance fingerprint results are required as an interim measure prior to the contract employee start date.

An unfavorable determination made by the Navy Command Security Manager is final and such a determination does not relieve the Contractor from meeting any contractual obligation under this contract.

Denial of access for a proposed contractor employee who fails to obtain a favorable personnel security investigation determination in no way relieves the Contractor from the requirement to execute performance under this contract within the timeframes specified in the contract.

a. The Navy Command Security Manager point of contact is listed below:

Security Specialist Assistant Security Manager NAVSUP Fleet Logistics Center, Yokosuka, Japan DSN/STE: (315) 243-6464, Local: 0468-16-6464

1.5.1.2 Employment Requirements

Personnel must be a US citizen and possess a favorable personnel security investigation determination prior to fuel farm restricted area access.

To obtain a favorable personnel security investigation determination, each contractor employee must have a favorably completed TIER 3 investigation

SECTION 01 14 00 Page 4 which consists of a TIER 1 investigation and FBI check plus credit and law enforcement checks. Each contractor employee applying for a trustworthliness dertmination is required to complete:

SF-86 personnel security investigation questionnaire (online E-QIP) Two FD-258 applicant Fingerprint Cards Original Signed Release Statments

Failure to provide the required documentation at least 30 calendar days for E-QIP questionnaire and 45 days for fingerprints prior to the individual's start date shall result in delaying the individual's start date, and possibly a work start date. Any costs due to this delay shall be born by the Contractor.

1.5.1.3 Electronic Questionnaires for Investigations Processing (e-QIP) accounts

Submit for approval, at least 60 working days prior to the desired date of entry, an original alphabetical list of personnel who require entry into the fuel farm restricted area to perform work on the project. Furnish for each person:

a. Name

b. Date and place of birth

c. Citizenship

d. Home address

e. Social security number

f. Naturalization number

g. Passport number, place of issue, and expiration date

h. Email address for the E-QIP online personnel security investigation questionnaire invite.

1.5.2 Personnel List

Submit for approval, at least 21 calendar days prior to the desired date of entry, an original alphabetical list of personnel who require entry into Government property to perform work on the project. Furnish for each person:

a. Name

b. Date and place of birth

c. Citizenship

d. Home address

e. Social security number

f. Current pass expiration date

SECTION 01 14 00 Page 5

g. Naturalization number

h. Passport number, place of issue, and expiration date

i. Guam Police clearance report for last six months

The request for personnel passes must be accompanied with the following certification:

"I hereby certify that all personnel on this list are either born U.S.

citizens, naturalized U.S. citizens with the naturalization number shown, ."

Signature/Firm Name

1.5.2.1 Citizenship Requirements

Aliens are not allowed on the project site. Work under this contract is restricted to U.S. citizens.

1.5.3 Vehicle List

Submit an original list of vehicles to be utilized at the work site with the following information for each vehicle:

a. Make

b. Year

c. Model

d. License number

e. Registered owner

1.5.4 Passes

Submit request for personnel and vehicle passes together. Include the Certificate of Insurance for Contractor and Subcontractor(s) and the Statement of Acknowledgement Form SF 1413 with the submittal. Passes will normally be issued within 21 calendar days.

1.5.4.1 Control

Maintain strict accountability over passes. Immediately report to the source of issue, passes missing or lost and the circumstances. If the Contractor has another active contract or one commencing immediately, employees' names may be transferred from one contract to the other. Final payment will not be effected until employees are transferred to another contract or the records are cleared. Furnish a signed letter, countersigned by the source of issue, stating that passes have been turned in.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

SECTION 01 14 00 Page 6

SECTION 01 14 00 Page 7

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report; G

1.2 EARNED VALUE REPORT

1.2.1 Data Required

This contract requires the use of a cost-loaded Network Analysis Schedule (NAS). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer an Earned Value Report (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.2.2 Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer. Identify the cost for site work, and include incidental work to the 5 ft line. Identify costs for the building(s), and include work out to the 5 ft line. Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft line.

1.2.3 Real Property Assets

Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract is included at the end of this section.

The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer (RPAO) during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the Draft DD Form 1354.

The Contractor shall provide all the quantities and units of measure to represent the final constructed facility and include all associated cost.

Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes. A blank editable DD Form 1354 in ADOBE

SECTION 01 20 00.00 20 Page 1

(PDF) is available for download from the following web site:

http://www.dtic.mil/whs/directives/forms/eforms/dd1354.pdf

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work. Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer (RPAO).

Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.3 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause "DFARS 252.236-7000, Modification Proposals-Price Breakdown," and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the Guam Cost Guidebooks, Equipment Watch Blue Book or acceptable guidance specific to Guam to establish a set cost for equipment and equipment operations cost.

1.4 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.4.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27, Prompt Payment Construction Contracts and FAR 52.232-5, Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 shall include certification by Quality Control (QC) Manager as required by the contract.

b. The Earned Value Report from the cost-loaded NAS, showing in detail: the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract.

c. Updated Project Schedule and reports required by the contract.

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

h. Monthly Work-hour report.

i. Solid Waste Disposal Report.

SECTION 01 20 00.00 20 Page 2

j. The following environmental mitigation costs are to be specifically included in the invoice:

(1) HACCP Plan

(2) HACCP Plan Implementation

(3) Processing, Staging, and Delivery of High Value Trees (Natural Resources of Cultural Importance)

(4) Green Waste Facility Construction (if any)

(5) Green Waste Processing and Reuse Operations

1.4.2 Submission of Invoices

The documents listed in paragraph "CONTENT OF INVOICE" shall be provided in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction it shall be provided as instructed by the Contracting Officer.

1.4.3 Final Invoice

a. A final invoice shall be accompanied by the certification required by DFARS 252.247.7023 TRANSPORTATION OF SUPPLIES BY SEA, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor shall then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.5 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.5.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions or suspensions permitted under the FAR and agency regulations including the following in accordance with "FAR 32.503-6:

a. Reasonable deductions due to defects in material or workmanship;

SECTION 01 20 00.00 20 Page 3

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings."

1.5.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings,precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Earned Value Report requirement of this contract.

Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored in Guam. Other locations are subject to written approval by the Contracting Officer.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

SECTION 01 20 00.00 20 Page 4

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures; G

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. 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. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference

SECTION 01 30 00 Page 1 submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 LIABILITY, during the entire period of performance under this contract. Provide other insurance coverage as required by Guam law.

1.6 FIRST TIER CONTRACTOR REQUIREMENTS FOR ASBESTOS CONTAINING MATERIALS

Accomplish all contract requirements of Section 02 82 00 ASBESTOS REMEDIATION, assigned to the Private Qualified Person, directly with a first tier subcontractor.

1.7 SUPERVISION

1.7.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.7.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.7.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend NAVFAC Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.7.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

SECTION 01 30 00 Page 2

1.8 PRECONSTRUCTION MEETING

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.8.1 Cybersecurity of Control Systems

Discuss Cybersecurity of building control system requirements and submittals as required for Section 25 05 11 CYBERSECURITY FOR

FACILITY-RELATED CONTROL SYSTEMS.

1.9 FACILITY TURNOVER PLANNING MEETINGS (NAVFAC Red Zone - NRZ)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start the turnover process at the Pre-Construction Conference meeting with a discussion of the NAVFAC Red Zone (NRZ) process and convene at regularly scheduled NRZ Meetings. Include the following in the facility Turnover effort:

1.9.1 NRZ Checklist

a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the NRZ Checklist template prior to 75 percent completion.

b. Prior to 75 percent completion add/delete critical activities to the NRZ Checklist template as necessary to match the project scope, and schedule critical activities and insert planned completion dates in the NRZ checklist for each critical activity. Present the NRZ Checklist to COTR and review during a regularly scheduled QC Meeting.

1.9.2 Meetings

a. Upon Government acceptance of the NRZ Checklist, the Project Superintendent is required to lead regular NRZ Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

b. The Contracting Officer will determine the frequency of the meetings, which is expected to increase as the project completion draws nearer.

c. Using the NRZ Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. Coordinate with the COTR any upcoming activities that require Government involvement.

e. Maintain the NRZ Checklist by documenting the actual completion dates as work is completed and update the NRZ Checklist with revised planned completion dates as necessary to match progress. Distribute copies of the current NRZ Checklist to attendees at each NRZ Meeting.

SECTION 01 30 00 Page 3

1.10 EXPORT LICENSES FOR OVERSEAS PROJECTS

Obtain individual export licenses and project export licenses required by the Department of Commerce regulations (15 CFR 772 and 15 CFR 773) so that no delays are experienced in shipping from the United States of America to a foreign country. For additional information, the Contractor may contact one of the U.S. and Foreign Commercial Service District Offices of the Department of Commerce which are located in almost every State.

1.11 WAIVER FOR WORKER'S COMPENSATION

In addition to "FAR 52.228-4, Workers' Compensation and War Hazard Insurance Overseas," the Secretary of Labor has granted a waiver. The waiver does not apply to employees who are hired in the United States, or who are residents, or citizens of the United States.

1.12 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.12.1 Formal Partnering

Provide and host the Partnering sessions with key personnel of the Project Team, including Contractor personnel and Government personnel. Pay all costs associated with the Partnering effort including the Facilitator, the meeting room, and other incidental items. In exception, each participant bears their own costs for meals, lodging, and transportation associated with the Partnering sessions.

Before a Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash cards), and have these items available at the Partnering session. Provide copies of documents for distribution to all attendees. Provide a Facilitator experienced in conducting Partnering Workshops, and who is acceptable to both the Government and the Contractor. The Facilitator is responsible for leading the team in a timely manner and making sure that issues are identified and resolved. A list of Partnering Facilitators is available from the Contracting Officer.

a. Schedule the Initial Partnering Session for a duration of one day minimum. Locate this session at a place off the construction site, as agreed to by the Contracting Officer and the Contractor. It may take place concurrently with the Pre-Construction Meeting.

SECTION 01 30 00 Page 4

b. Schedule follow-on Partnering Session(s) for a maximum of 4 hours.

Schedule them at no more than three to six month intervals.

Participants are encouraged to utilize electronic means to expedite meetings. Meetings may be held at a location off-Base, at the project site, or in a Government Facility on Base. Follow-on meetings may be held concurrently with other scheduled meetings. Attendees need only be those required to resolve current issues. Recommend using the same Facilitator from the Initial Partnering session to achieve best results and for continuity.

1.13 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 calendar days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

SECTION…