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FY22 MCAF P-31054, PDI: MUNITIONS STORAGE IGLOOS IV, ANDERSEN AIR FORCE BASE, GUAM
Solicitation number
RFPN62742-21-R-1318
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This solicitation is for the construction of sixteen munitions storage igloos, roadway reconstruction/resurfacing, associated utilities and security features, and incidental related work at Andersen Air Force Base in Guam. The Naval Facilities Engineering Command issued the solicitation with a response due date of RFPN62742-21-R-1318. The project includes building sixteen munitions storage igloos, reconstructing 5th Street and resurfacing 6th Street, installing associated site utilities and security features.

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28 May 2021

FY22 MCAF P-31054 PDI: MUNITIONS STORAGE IGLOOS IV 1640581

ANDERSEN AIR FORCE BASE, GUAM

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 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 REQUIREMENTS AND 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 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS (MRESS)

Munitions Response Explosives Safety Submission (MRESS) Guam Construction Support

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 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

01 91 00.15 20 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 31 30 MARINE CONCRETE

03 37 13 SHOTCRETE

03 45 33 PRECAST STRUCTURAL CONCRETE

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 19 00 WATER REPELLENTS

07 60 00 FLASHING AND SHEET METAL

07 92 00 JOINT SEALANTS

DIVISION 09 - FINISHES

PROJECT TABLE OF CONTENTS Page 1

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 53 TRAFFIC SIGNAGE

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

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

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 08 11.00 20 RISK MANAGEMENT FRAMEWORK 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 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 31 16.13 CHEMICAL TERMITE CONTROL

31 31 16.19 TERMITE CONTROL BARRIERS

31 32 23 FOUNDATION DRILLING AND GROUTING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

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

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

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. NO. TITLE

G-011 17252739 TITLE SHEET, VICINITY AND LOCATION MAPS

G-012 17252740 INDEX OF DRAWINGS

G-101 17252741 SITE AND ACCESS MAP

G-102 17252742 SCOPE OF WORK SUMMARY

G-103 17252743 NATURAL AND CULTURAL RESOURCE MITIGATION

V-001 17252746 TOPOGRAPHIC SURVEY MAP KEY PLAN

V-101 17252747 TOPOGRAPHIC SURVEY MAP AND PHOTO LOCATION 1

V-102 17252748 TOPOGRAPHIC SURVEY MAP AND PHOTO LOCATION 2

V-103 17252749 TOPOGRAPHIC SURVEY MAP AND PHOTO LOCATION 3

V-401 17252750 MISCELLANEOUS SITE PHOTOS 1

V-402 17252751 MISCELLANEOUS SITE PHOTOS 2

B-011 17252754 GEOTECHNICAL NOTES, USCS, BORING LOG LEGEND, ROCK

DESCRIPTION SYSTEM

B-111 17252755 BORING LOCATION PLAN

B-711 17252756 BORING LOGS 1

B-712 17252757 BORING LOGS 2

B-713 17252758 BORING LOGS 3

B-714 17252759 BORING LOGS 4

B-715 17252760 BORING LOGS 5

C-001 17252779 CIVIL GENERAL NOTES, LEGEND, AND SYMBOLS

C-002 17252780 OVERALL SITE KEY PLAN

C-003 17252781 LIMITS OF CONSTRUCTION PLAN

CD101 17252782 SITE DEMOLITION PLAN 1

CD102 17252783 SITE DEMOLITION PLAN 2

CD103 17252784 SITE DEMOLITION PLAN 3

CD104 17252785 SITE DEMOLITION PLAN 4

CD105 17252786 SITE DEMOLITION PLAN 5

CD106 17252787 SITE DEMOLITION PLAN 6

CS101 17252788 SITE PLAN 1

CS102 17252789 SITE PLAN 2

CS103 17252790 SITE PLAN 3

CS104 17252791 SITE PLAN 4

CS105 17252792 SITE PLAN 5

CS106 17252793 SITE PLAN 6

CP101 17252794 5TH STREET ROAD PLAN AND PROFILE 1

DOCUMENT 00 01 15 Page 1

CP102 17252795 6th STREET ROAD PLAN AND PROFILE 1

CG101 17252796 SITE GRADING AND DRAINAGE PLAN 1

CG102 17252797 SITE GRADING AND DRAINAGE PLAN 2

CG103 17252798 SITE GRADING AND DRAINAGE PLAN 3

CG104 17252799 SITE GRADING AND DRAINAGE PLAN 4

CG105 17252800 SITE GRADING AND DRAINAGE PLAN 5

CG106 17252801 SITE GRADING AND DRAINAGE PLAN 6

C-401 17252802 TYPICAL MUNITIONS STORAGE IGLOO PLAN AND SECTION

C-501 17252803 MISCELLANEOUS DETAILS 1

C-502 17252804 MISCELLANEOUS DETAILS 2

S-011 17252809 SITE STRUCTURAL GENERAL NOTES

S-111 17252810 STRUCTURAL SITE PLAN

S-121 17252811 MUNITIONS STORAGE IGLOO FOUNDATION SUBGRADE, PLAN &

DETAILS

A-011 17252818 ARCHITECTURAL GENERAL NOTES, SYMBOLS & ABBREVIATIONS

A-111 17252819 MUNITIONS STORAGE IGLOO - TYPICAL FLOOR PLAN

A-112 17252820 MUNITIONS STORAGE IGLOO - TYPICAL REFLECTED CEILING PLAN

A-211 17252821 MUNITIONS STORAGE IGLOO - BUILDING ELEVATIONS

A-311 17252822 MUNITIONS STORAGE IGLOO - BUILDING SECTIONS

A-511 17252823 MUNITIONS STORAGE IGLOO - WALL SECTIONS AND DETAILS

A-611 17252824 MATERIAL & FINISH SCHEDULE, LIST OF MATERIALS, AND SIGNAGE

MOUNTING HEIGHT

E-011 17252827 ELECTRICAL GENERAL NOTES, SYMBOL LIST, ABBREVIATIONS AND

MOUNTING HEIGHT SCHEDULE

ES110 17252828 OVERALL ELECTRICAL SITE PLAN

ES111 17252829 ENLARGED ELECTRICAL SITE PLAN 1

ES112 17252830 ENLARGED ELECTRICAL SITE PLAN 2

ES113 17252831 ENLARGED ELECTRICAL SITE PLAN 3

ES114 17252832 ENLARGED ELECTRICAL SITE PLAN 4

E-111 17252833 MUNITIONS STORAGE IGLOO - LIGHTING PLAN

E-112 17252834 MUNITIONS STORAGE IGLOO - POWER PLAN

E-511 17252835 MISCELLANEOUS DETAILS 1

E-512 17252836 MISCELLANEOUS DETAILS 2

E-513 17252837 MISCELLANEOUS DETAILS 3

E-611 17252838 SECONDARY ONE LINE DIAGRAM

E-612 17252839 MISCELLANEOUS DIAGRAMS 1

E-613 17252840 PANELBOARD SCHEDULES

E-614 17252841 LIGHT FIXTURE SCHEDULE

T-011 17252846 TELECOMMUNICATIONS GENERAL NOTES, SYMBOL LIST,

ABBREVIATIONS AND MOUNTING HEIGHT SCHEDULE

TS110 17252847 OVERALL TELECOMMUNICATIONS SITE PLAN

TS111 17252848 ENLARGED TELECOMMUNICATIONS PLAN 1

TS112 17252849 ENLARGED TELECOMMUNICATIONS PLAN 2

TS113 17252850 ENLARGED TELECOMMUNICATIONS PLAN 3

TS114 17252851 ENLARGED TELECOMMUNICATIONS PLAN 4

T-111 17252852 MUNITIONS STORAGE IGLOO - TELECOMMUNICATIONS PLAN

T-511 17252853 MISCELLANEOUS DETAILS 1

T-512 17252854 MISCELLANEOUS DETAILS 2

T-513 17252855 MISCELLANEOUS DETAILS 3

T-514 17252856 MISCELLANEOUS DETAILS 4

T-611 17252857 OUTSIDE PLANT PATHWAY AND CABLING DIAGRAM

T-612 17252858 MISCELLANEOUS DIAGRAMS

DDESB APPROVED APSI - MUNITIONS STORAGE IGLOOS

DOCUMENT 00 01 15 Page 2

G-001 17252863 TITLE SHEET AND INDEX OF DRAWINGS

S-001 17252864 STRUCTURAL GENERAL NOTES

S-002 17252865 ABBREVIATIONS

S-101 17252866 FOUNDATION AND FLOOR PLAN

S-102 17252867 ROOF FRAMING PLAN

S-201 17252868 BUILDING ELEVATIONS

S-301 17252869 BUILDING SECTIONS

S-302 17252870 WALL SECTIONS

S-303 17252871 RETAINING WALL SECTIONS AND DETAILS

S-501 17252872 FOUNDATION AND SLAB-ON-GRADE DETAILS

S-502 17252873 PRECAST WALL PANEL DETAILS

S-503 17252874 PRECAST ROOF PANEL DETAILS

S-504 17252875 WALL AND ROOF CONNECTION DETAILS

S-701 17252876 DOOR FRAME ELEVATIONS AND DETAILS

S-702 17252877 DOOR ELEVATIONS

S-703 17252878 DOOR SECTIONS

S-704 17252879 DOOR DETAILS

S-705 17252880 INTERNAL LOCKING DEVICES

M-101 17252887 MECHANICAL PLAN, SECTIONS, AND NOTES

M-501 17252888 MECHANICAL DETAILS

E-001 17252890 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

E-101 17252891 TYPICAL LIGHTNING PROTECTION AND GROUNDING SYSTEM PLAN

E-501 17252892 LIGHTNING PROTECTION AND GROUNDING DETAILS 1

E-502 17252893 LIGHTNING PROTECTION AND GROUNDING DETAILS 2

E-503 17252894 ROLLING SPHERE ANALYSIS

-- End of Document --

DOCUMENT 00 01 15 Page 3

SECTION 01 11 00

SUMMARY OF WORK

08/15

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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes construction of sixteen munitions storage igloos, roadway reconstruction/resurfacing, associated utilities and security features, and incidental related work.

1.2.2 Location

The work is located at the Munitions Storage Area 1 (MSA-1) within Andersen Air Force Base (formerly known as Naval Support Activity Andersen), Guam, as indicated on the contract drawings. The exact location will be shown by the Contracting Officer.

1.3 EXISTING WORK

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

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

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the 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.

1.4 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

SECTION 01 11 00 Page 1 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.

1.4.1 Notification Prior to Excavation

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

1.5 NCTS/TELECOM/ACCESS CONTROL/IDS COORDINATION REQUIREMENTS

1.5.1 NCTS/Telecom Access Control/IDS Contractor Access

Allow the NCTS/Telecom 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 munitions storage igloos and make final connections. Coordinate efforts with the NCTS/Telecom 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/Telecom Access Control/IDS Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/11

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 Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Entry Authorization List; G

Event Waiver Request; G

Free-Zone Request; G

List of Contract Personnel

Personnel List

Vehicle List

Statement of Acknowledgement Form SF 1413

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. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

c. Permission to interrupt any Activity roads, or utility service must be requested in writing a minimum of 30 calendar days prior to the desired date of interruption.

d. 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.

e. The project site is within an active munitions storage facility. The Contractor shall prepare and submit an Event Waiver Request as defined in SECTION 01 57 19.03 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

SECTION 01 14 00 Page 1

(JRM-ESS) a minimum of 30 days prior to the date of required access to the project site to obtain base permission to work within an Explosive Safety Quantity Distance (ESQD) exclusion zone. The Event Waiver request consists of an abbreviated work plan describing work to be completed, a site map showing the location of work, and planned construction and work schedule.

f. A Free-Zone Request must be submitted in accordance with U.S.A.F.

Guidelines to access the project site. The Contractor must set up a “free-zone” as indicated in the Contract Drawings. The free-zone shall be set apart by a continuous physical barrier such as orange mesh construction fencing and will allow for unescorted movement within the free-zone. All personnel will require 36 MUNS escort to and from the free-zone and within the project limits until the free-zone is established. During use, the Contractor must maintain the area within the Free-Zone to AAFB requirements. Upon completion of work, the Contractor must de-construct the Free-Zone and restore the site to its original condition.

g. An Entry Authorization List (EAL) is required for Contractor personnel to access the secured areas on AAFB. The Contractor must submit required EALs (MSA 1) with all personnel requiring access to the project site a minimum of 30 days prior to the date of required access to the project site. The EALs must clearly define and justify the proposed hours.

h. Any activity that requires the use of a crane (or similar equipment) exceeding twenty-five feet (25’-0”) in height anywhere on base requires prior coordination with the Operations Support Squadron Terminal Enroute Radar Procedures (TERPS) section to ensure that flight paths are not adversely affected. The Contractor must submit exact crane coordinates (in minutes, degrees, seconds, and elevations), proposed dates of use, equipment certifications, and proposed maximum height of equipment for approval and coordination with TERPS. Refer to the Architectural Compatibility and Base Design Standards (ACBDS) for additional information.

i. Access to the project site will be as shown in the Contract Drawings unless otherwise approved by the Contracting Officer. The Contractor may be directed to use alternate access routes to accommodate munitions operations.

j. The Contractor must allow for work delays totaling 20 workdays per calendar year (may not be consecutive). These delays may be due to Government/36 MUNS operations, exercises, etc.

k. The work under this contract requires special attention to the scheduling and coordination of vegetation disturbance/clearing. No vegetation disturbance/clearing is allowed without specific prior approval from the Contracting Officer. Cultural and natural resource mitigation must be performed in accordance with Cultural Resources Performance Work Statement (PWS) and Natural Resources PWS attached to Section 01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS.

The Contractor must complete Cultural Resource mitigation at the earliest opportunity after Contract Award. Construction work may not begin until the contractor obtains all the necessary vegetation clearing approvals.

l. The Contractor is required to perform soil borings at each munitions

SECTION 01 14 00 Page 2 storage igloos as indicated and submit to the Contracting Officer for approval prior to commencing construction activities.

Activities/approvals related to this work must be accounted for in the construction schedule.

m. The Contractor is required to complete Cultural Resources Awareness Training. Environmentally Sensitive Area (ESA) Site 66-08-2103 is identified as ineligible and subject to inadvertent discovery. For ESA Site 66-08-2102, archaeological data recovery is required. Refer to the Cultural Resources PWS attached to Section 01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS for requirements.

Construction work within the ESA Site 66-08-2102 may not begin until the data recovery and fieldwork has been completed and approved by the Contracting Officer. Upon approval, ESA Site 66-08-2102 will be subject to inadvertent discovery.

n. Contractor is required to complete a Natural Resource Awareness Training and submit a Hazard Analysis and Critical Control Point (HACCP) Plan to the Contracting Officer for approval prior to commencing construction activities.

o. Construction activities must first occur from north to south along 5th Street, then continue on to 6th Street.

p. Reconstruction of 6th Street will be performed by others (P-3105 (Phase 3) project) with construction activities scheduled to be completed prior to Contract award.

q. The P-3105 (Phase 3) Project will construct MSMs to the North side of the project site along 6th Street. Construction activities may be ongoing simultaneously. Coordinate site conflicts with the Contracting Officer.

r. The P-1366 (Phase 2) Project will construct MSMs to the South side of the project site along 6th Street. Construction activities may be ongoing simultaneously. Coordinate site conflicts with the Contracting Officer.

s. The electrical and telecommunications site infrastructure will be constructed by others P-3105 (Phase 3) project. Segments of the electrical and telecommunications site infrastructure, including stub-outs at each MSM on 6th Street, located within the project limits are expected to be completed prior to Contract award. Remaining electrical and telecommunications site infrastructure, including generator building and telecommunications building are expected to be completed within 8 months of Contract award.

t. The work under this contract, unless noted otherwise, must be completed and accepted by the Government 687 Calendar days after NTP.

Work to be completed includes but is not limited to construction completion of the magazines and associated site improvements, completion of turnover and closeout activities, and demobilization by the Contractor of all personnel, facilities and equipment from within

MSA 1.

u. Some work activities may extend beyond the time frame denoted in paragraph t, above, provided that they do not impact the Government's ability to access or use the facilities as intended. Work activities permitted to extend beyond denoted time frame include off-site

SECTION 01 14 00 Page 3 monitoring and maintenance of out-planted federally listed plant species in accordance with the Natural Resources Performance Work Statement and landscape establishment and maintenance period. Other work activities proposed to extend beyond the denoted time frame must be coordinated and approved by the Contracting Officer.

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 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 3:30 to 5:00 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 contract 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 Additional Personnel Requirements

1.4.1.3 Installation Access

Obtain access to Navy and Air Force 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.

1.4.1.3.1 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 award document (i.e. DD Form 1155 or SF 1442) 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

SECTION 01 14 00 Page 4 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.

1.4.1.3.2 DBIDS Eligibility Requirements

Throughout the length of the contract, 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.

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.

1.4.1.3.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

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

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

(2) 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.

1.4.1.3.4 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.

1.4.2 Working Hours

Regular working hours must be between 7 a.m. and 4:00 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, 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.

SECTION 01 14 00 Page 5

1.4.4 Existing Buildings

The Contractor shall be working around existing igloos and buildings which are in use. Do not enter the existing igloos and building without prior approval of the Contracting Officer.

1.4.5 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 paragraph WORK OUTSIDE REGULAR HOURS.

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

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 WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to 4 hours. This time limit includes time for deactivation and reactivation.

d. The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer a minimum 21 calendar days before the operation is scheduled to occur.

1.4.6 Location of Underground Utilities

Obtain digging permits prior to start of excavation. Contact the Contracting Officer 45 calendar days in advance for the digging permit form.Scan the construction site with electromagnetic or sonic equipment,and mark the surface of the ground or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be removed but discovered during scanning locations to be traversed by piping, ducts, and other work to be conducted or installed.

Notification Prior to Excavation: Notify the Contracting Officer at least 45 calendar days prior to starting excavation work.

1.4.7 Limitations within Munitions Storage Areas

Staging areas are provided within Munitions Storage Area 1 (MSA-1).

Smoking will not be permitted within the MSA-1 except in designated areas to be coordinated with the Contracting Officer.

Storage of hazardous and combustible materials is prohibited within the MSA-1. Refueling operations are not permitted within the MSA-1.

Access routes to the project site must minimize obstructions to munitions operations. Access routes to the project site may be changed by the Government to accommodate munitions operations, exercises, etc.

SECTION 01 14 00 Page 6

1.5 SECURITY REQUIREMENTS

1.5.1 Personnel List

Submit for approval, at least 30 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

g. Naturalization or Alien Registration 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, legal aliens with the alien registration number indicated or Temporary Non-Immigrant with the Temporary Non-Immigrant ID card number shown."

Signature/Firm Name

1.5.1.1 Citizenship Requirements

Aliens will not be admitted to the work site without approval. Clearance for aliens may require approximately 21 work days for approval.

1.5.2 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

SECTION 01 14 00 Page 7

1.5.3 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.

1.5.3.1 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 8

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 1: 02/21

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)

EP 1110-1-8 (2016) Construction Equipment Ownership and Operating Expense Schedule, Vol 1-12

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This Contract requires the use of a cost-loaded Network Analysis Schedule (NAS). Schedule of Prices must not be used with cost-loaded Network Analysis Schedule (NAS). Use Earned Value Report derived from cost-loaded NAS. Within 30 calendar days of Contract Award, prepare and deliver to the Contracting Officer a 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. Contractor overhead and profit including salaries for field office personnel, if applicable, must be proportionately spread over all pay items and not included as individual pay items.

1.3.2 Payment 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. For design phase progress payment(s), the Schedule of Prices or Earned Value Report from the Cost Loaded CPM must include detailed design activities and general (summarized) approach for the construction phase(s) of the project. The Schedule of Prices or Earned Value Report must be fully developed with detailed construction line items as design progresses. The complete design and construction Schedule of Prices or Earned Value Report must be submitted and accepted prior to starting construction work.

SECTION 01 20 00 Page 1

1.4 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, base equipment use rates upon the applicable provisions of the EP 1110-1-8 , EquipmentWatch Blue Book and other acceptable guidance applicable to Guam.

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. 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 must include certification by Quality Control (QC) Manager as required by the Contract.

b. The Earned Value Report from the cost-loaded NAS.

c. Contractor's Monthly Estimate for Voucher and Contractors Certification (NAVFAC Form 4330) with Subcontractor and supplier payment certification. Other documents, including but not limited to, that need to be received prior to processing payment include the following submittals as required. These items are still required monthly even when a pay voucher is not submitted.

d. Monthly Work-hour report.

e. Updated Construction Progress Schedule and tabular reports required by the contract.

f. Contractor Safety Self Evaluation Checklist.

g. Updated submittal register.

h. Solid Waste Disposal Report.

i. Certified payrolls.

j. Updated testing logs.

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

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

(2) Green Waste Facility Construction (if any)

(3) Green Waste Processing and Reuse Operations

(4) HACCP Plan

(5) HACCP Plan Implementation

SECTION 01 20 00 Page 2

l. Other supporting documents as requested.

1.5.2 Submission of Invoices

Provide the documents listed in above paragraph CONTENT OF INVOICE 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, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

1.5.3 Final Invoice

a. A final invoice must 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 must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must 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 must 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.

1.6 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.

1.6.1 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 and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR

32.103 Progress Payments Under Construction Contracts:

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

b. Claims which the Government may have against the Contractor under or

SECTION 01 20 00 Page 3 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 maintain accurate "as-built" or record drawings.

1.6.2 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 must 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 concrete products, 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 must 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 must be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts 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 must be stored in Guam. Other locations are subject to written approval by the Contracting Officer.

g. Materials in transit to the job site or storage site are not acceptable for payment.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 4

TRANSFER AND ACCEPTANCE OF DoD REAL PROPERTY Form Approved OMB No. 0704-0188

PAGE OF PAGES

1. FROM (Organization Name) 2. DATE PREPARED

(YYYYMMDD)

3. PROJECT/JOB

NUMBER

4. SERIAL NUMBER

7. CONTRACT

NUMBER(S)

5. TO (Organization - Installation Code and Name) 6. RPSUID/SITENAME/

INSTCODE/INSTNAME

8. TRANSACTION DETAILS

a. METHOD (X all that apply)

ACQUISITION BY CONSTRUCTION

TRANSFER BETWEEN SERVICES

CAPITAL IMPROVEMENT

INVENTORY ADJUSTMENT

PARTIAL ASSET

PLACED-IN-SERVICE

TOTAL ASSET

PLACED-IN-SERVICE

9.

ITEM

NO.

11.

CATEGORY

CODE

12.

CATCODE

DESCRIPTION

14.

SUST.

CODE

20.

FUND

SOURCE

15.

PRIMARY

UM

18.

SECONDARY UM

QUANTITY

17.

SECONDARY

UM

16.

PRIMARY UM

QUANTITY

19.

COST

23.

ITEM

REMARKS

24. STATEMENT OF COMPLETION. The facilities listed hereon are in accordance with maps, drawings, and specifications and change orders approved by the authorized representative of the using agency except for the deficiencies listed on the reverse side.

25a. ACCEPTED BY (Typed Name and Signature) b. DATE SIGNED

(YYYYMMDD)

a. TRANSFERRED BY (Typed Name and Signature)

c. TITLE (Area Engr./Base Engr./DPW/Construction Agent)

b. DATE SIGNED

(YYYYMMDD)

c. TITLE (DPW/RPAO) 26. PROPERTY

VOUCHER NUMBER

PREVIOUS EDITION MAY BE USED

b. WHEN/EVENT (X one)

7a. PLACED-IN-

SERVICE DATE

(YYYYMMDD)

c. TYPE (X one)

DRAFT INTERIMFINAL

10a.

FACILITY

NO.

AREA OTHER

21.

FUND

ORG

22.

INTER-

EST

CODE

PLEASE DO NOT RETURN YOUR COMPLETED FORM TO THE ABOVE ORGANIZATION.

Adobe Designer 9.0

10b.

RPUID

13.

TYPE

CODE

The public reporting burden for this collection of information is estimated to average 30 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing the burden, to the Department of Defense, Washington Headquarters Services, Executive Services Directorate, Information Management Division, 4800 Mark Center Drive, Alexandria,VA 22350-3100 (0704-0188). Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if itdoes not display a currently valid OMB control number.

DD FORM 1354, AUG 2013

1 3

P-31054

AJJY0731054

1 422264 Storage Igloo P 4

SF 2,200

2 422264 Storage Igloo P SF 2,200

3 422264 Storage Igloo P SF 2,200

4 422264 Storage Igloo P SF 2,200

5 422264 Storage Igloo P SF 2,200

6 422264 Storage Igloo

P SF 2,200

7 422264 Storage Igloo P SF 2,200

8 422264 Storage Igloo P SF 2,200

9 422264 Storage Igloo P SF 2,200

10 422264 Storage Igloo

P SF 2,200

Munitions Storage Igloos (1 of 16)

Munitions Storage Igloos (2 of 16)

Munitions Storage Igloos (3 of 16)

Munitions Storage Igloos (4 of 16)

Munitions Storage Igloos (5 of 16)

Munitions Storage Igloos (6 of 16)

Munitions Storage Igloos (7 of 16)

Munitions Storage Igloos (8 of 16)

Munitions Storage Igloos (9 of 16)

Munitions Storage Igloos (10 of 16)

20200724

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

2020072420210413

TRANSFER AND ACCEPTANCE OF DoD REAL PROPERTY Form Approved OMB No. 0704-0188

PAGE OF PAGES

1. FROM (Organization Name) 2. DATE PREPARED

(YYYYMMDD)

3. PROJECT/JOB

NUMBER

4. SERIAL NUMBER

7. CONTRACT

NUMBER(S)

5. TO (Organization - Installation Code and Name) 6. RPSUID/SITENAME/

INSTCODE/INSTNAME

8. TRANSACTION DETAILS

a. METHOD (X all that apply)

ACQUISITION BY CONSTRUCTION

TRANSFER BETWEEN SERVICES

CAPITAL IMPROVEMENT

INVENTORY ADJUSTMENT

PARTIAL ASSET

PLACED-IN-SERVICE

TOTAL ASSET

PLACED-IN-SERVICE

9.

ITEM

NO.

11.

CATEGORY

CODE

12.

CATCODE

DESCRIPTION

14.

SUST.

CODE

20.

FUND

SOURCE

15.

PRIMARY

UM

18.

SECONDARY UM

QUANTITY

17.

SECONDARY

UM

16.

PRIMARY UM

QUANTITY

19.

COST

23.

ITEM

REMARKS

24. STATEMENT OF COMPLETION. The facilities listed hereon are in accordance with maps, drawings, and specifications and change orders approved by the authorized representative of the using agency except for the deficiencies listed on the reverse side.

25a. ACCEPTED BY (Typed Name and Signature) b. DATE SIGNED

(YYYYMMDD)

a. TRANSFERRED BY (Typed Name and Signature)

c. TITLE (Area Engr./Base Engr./DPW/Construction Agent)

b. DATE SIGNED

(YYYYMMDD)

c. TITLE (DPW/RPAO) 26. PROPERTY

VOUCHER NUMBER

PREVIOUS EDITION MAY BE USED

b. WHEN/EVENT (X one)

7a. PLACED-IN-

SERVICE DATE

(YYYYMMDD)

c. TYPE (X one)

DRAFT INTERIMFINAL

10a.

FACILITY

NO.

AREA OTHER

21.

FUND

ORG

22.

INTER-

EST

CODE

PLEASE DO NOT RETURN YOUR COMPLETED FORM TO THE ABOVE ORGANIZATION.

Adobe Designer 9.0

10b.

RPUID

13.

TYPE

CODE

The public reporting burden for this collection of information is estimated to average 30 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing the burden, to the Department of Defense, Washington Headquarters Services, Executive Services Directorate, Information Management Division, 4800 Mark Center Drive, Alexandria,VA 22350-3100 (0704-0188). Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if itdoes not display a currently valid OMB control number.

DD FORM 1354, AUG 2013

2 3

P-31054

AJJY0731054

11 422264 Storage Igloo P 4

SF 2,200

12 422264 Storage Igloo P SF 2,200

13 422264 Storage Igloo P SF 2,200

14 422264 Storage Igloo P SF 2,200

15 422264 Storage Igloo P SF 2,200

16 422264 Storage Igloo

P SF 2,200

17 851147 Road P SF 37,000

18 852201 Vehicle Parking Surfaced P SF 47,800

19 422275 Ancillary Explosives Facility P SF 9,984

Munitions Storage Igloos (11 of 16)

Munitions Storage Igloos (12 of 16)

Munitions Storage Igloos (13 of 16)

Munitions Storage Igloos (14 of 16)

Munitions Storage Igloos (15 of 16)

Munitions Storage Igloos (16 of 16)

5th Street Road Reconstruction

Roadway Turnouts (All Magazines)

Concrete Loading Apron (All Magazines)

20200724

SF

SF

SF

SF

SF

SF

SF

SF

SF

37,000

47,800

9,984

3,437

4,440

20210413

27. CONSTRUCTION DEFICIENCIES (Attach blank sheet for continuations) 28. PROJECT REMARKS (Attach blank sheet for continuations)

INSTRUCTIONS

GENERAL. This form has been designed and issued for use in connection with the transfer of military real property between the military departments and to or from other government agencies. It supersedes ENG Forms 290 and 290B (formerly used by the Army and Air Force) and NAVDOCKS Form 2317 (formerly used by the Navy).

Existing instructions issued by the military departments relative to the preparation of DD Form 1354 are applicable to this revised form to the extent that the various items and columns on the superseded forms have been retained. The military departments may promulgate additional instructions, as appropriate.

For detailed instructions on how to fill out this form, please refer to Unified Facilities Criteria (UFC) 1-300-08, dated 16 April 2009 or later.

SPECIFIC DATA ITEMS.

1. From. Name of the transferring agency.

2. Date Prepared. Date of actual preparation. Enter all dates in YYYYMMDD format (Example: March 31, 2010 = 20100331).

3. Project/Job Number. Project number on a DD Form 1391 or Individual Job Order Number.

4. Serial Number. Sequential serial number assigned by the preparing organization (e.g., 2010-0001).

5. To. Name and address of the receiving installation, activity, and Service of the Real Property Accountable Officer (RPAO).

6. RPSUID/SITENAME/INSTCODE/INSTNAME. Site Unique Identifier and name or installation code and name where the constructed facility is located.

7. Contract Number(s). Contract number(s) for this project.

7a. Placed-In-Service Date. RPA Placed In Service Date. This is the date the asset is actually placed-in-service.

8. Transaction Details.

a. Method of Transaction. Mark (X) as many boxes as apply.

b. When/Event. When or event causing preparation of DD Form 1354. X only one box.

c. Type. Draft, interim, or final DD Form 1354. X only one box.

9. Item Number. Use a separate item number for each facility, no item number for additional usages.

10a. Facility Number. Assigned in accordance with the Installation/Base Master Numbering Plan.

10b. RPUID. Identified in Real Property Inventory.

11. Category Code. The category code describes the facility usage.

12. Catcode Description. The category code name which describes the facility usage.

13. Type. Type of construction: P for Permanent; S for Semi- permanent; T for Temporary.

14. Sustainability Code. Reports whether or not an asset meets the sustainability guidelines set forth in Section 2(g) of Executive Order 13514. Valid values are: 1 (asset meets the guidelines); 2 (asset does not meet the guidelines); 3 (asset not evaluated); 4 (asset not subject to guidelines).

15. Area: UM 1. Area unit of measure; use the unit of measure associated with the category code selected in 11.

16. Total Quantity UM 1. The total area for the measure identified in Item 15. Use negative numbers for demolition.

17. Other: UM 2. Unit of Measure 2 is the capacity or other measurement unit (e.g., LF, MB, EA, etc.).

18. Total Quantity UM 2. The total capacity/other for the measure identified in Item 17.

19. Cost. Cost for each facility; for capital improvements to existing facilities, show amount of increase only. If there is no increase for the capital improvement, enter N/A.

20. Fund Source. Enter the Fund Source Code for this item.

21. Funding Organization. Enter the code for the organization responsible for acquiring this facility.

22. Interest Code. Enter the code that reflects government interest or ownership in the facility.

23. Item Remarks. Remarks pertaining only to the item number identified in Item 9; show cost sharing.

24. Statement of Completion. Typed name, signature, title, and date of signature by the responsible transferring individual or agent.

25. Accepted By. Typed name, signature, title, and date of signature by the RPAO or accepting official.

26. Property Voucher Number. Next sequential number assigned by the RPAO in voucher register.

27. Construction Deficiencies. List construction deficiencies in project during contractor turnover inspection.

28. Project Remarks. Project level remarks and continuation of blocks.

DD FORM 1354 (BACK), AUG 2013

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .