Attachment 1 - PART A - Statement of Work_Amended 01APRIL24.pdf

Solicitation No.

FA5240-24-R-0005

RENOVATE PASSENGER TERMINAL B-17002

AND

PROVIDE TEMPORARY FACILITY FOR

PASSENGER TERMINAL

ANDERSEN AIR FORCE BASE, GUAM

PROJECT NUMBER AJJY 19-6004

09 February 2024

Final Submittal

PREPARED BY:

36 CES CENM UNIT 14007

APO AP 96543-4007

1267269218C Typewritten Text (Rev.2)

36TH CIVIL ENGINEER SQUADRON

AND PROVIDE NEW TEMPORARY FACILITY AJJY 19-6004

ANDERSEN AIR FORCE BASE, GUAM FA524024R0005

TABLE OF CONTENTS

BASE BID: RENOVATE PASSENGER TERMINAL

B17002

PART A: STATEMENT OF WORK

PART B: TECHNICAL SPECIFICATIONS FOR RENOVATION OF

B17002

PART C: FINAL DESIGN SUBMITTAL FOR RENOVATION OF

B17002

OPTION 1: PROVIDE NEW TEMPORARY FACILITY

FOR PASSENGER TERMINAL

STATEMENT OF WORK

ATTACHMENTS

ATTACHMENT 1: LOCATION MAP

ATTACHMENT 2: REQUIREMENTS AND CONCEPT

PLAN (FOR REFERENCE ONLY)

RENOVATE PASSENGER TERMINAL B17002

PART A: STATEMENT OF WORK

1. PROJECT DESCRIPTION

1.1 OVERVIEW: Renovation of B-17002 is Design Bid Build to renovate the existing Passenger (PAX) Terminal, B17002 located on Andersen Air Force Base, Guam. The work includes demolition and construction for exterior and interior renovation of an existing passenger terminal and two Options. Option 1 is to provide new temporary facility for passenger terminal; Option 2 is to provide all costs and labor for purchasing, shipping, and installing the Baggage Handling Equipment (BHE).

1.2 EXISTING OPERATIONS: Interior renovation is limited to PAX Terminal area only. Refer to Part C, Drawings, for the limit of work. The construction work activities will be performed in a manner as to NOT negatively impact the existing operational capabilities of the building occupants and adjacent facilities to include the 36th Operations Support Squadron (OSS), the 36th Civil Engineer Squadron (CES) Fire Department and 36 FSS Flight Kitchen. Contractor shall minimize interruption to the on-going operations. Contractor shall coordinate for interruption of utility services with all affected parties. All other actions not involving interruption of services can be conducted during regular working hours. In the event work/project activities other than what is indicated in this project program are to occur simultaneously, contractor shall verify and coordinate, and may be required to phase such work/project activities.

1.3 LOCATION OF WORK: The project site is located at the corner of Arc Light Boulevard and O’Malley Avenue on Andersen Air Force Base, Guam. The PAX Terminal B17002 is a single-story concrete building.

2. PROJECT OBJECTIVES

2.1 SCOPE OF WORK: The contractor shall provide all labor, materials, equipment, permit and clearances, architectural and engineering services, transportation, supervision, and other incidental work required for the project. Other incidental work required includes any and all items and considerations necessary to ensure a complete and usable final product, including, but not limited to, the necessary design and construction considerations not specifically stated elsewhere in this statement of work. Complete and usable final product means that the completed final product is finished throughout and can be used to fully satisfy the requirements and the intended purpose of the project. Demolition works at B-17002 can start simultaneously with the construction of the temporary facility for PAX Terminal.

ANDERSEN AIR FORCE BASE, GUAM FA524024R0005

The project is to demolish and renovate the interiors of the PAX Terminal which occupies approximately 21,400 square feet of the existing Building 17002. The renovation includes, but is not limited to, new partitions, doors, specialties, wall finishes, floor finishes, ceiling finishes, plumbing, heating, ventilation, and air conditioning (HVAC), fire protection and electrical work.

Portions of the exterior walls are provided with concrete infill and new openings to accommodate the new interior layout. New driveways, walkways/crosswalk, and canopies at the North and South sides of the building will be provided. The contractor shall make sure all required permits are in place before starting demolition work, including necessary airfield permits.

2.2 WORK PHASING AND RELOCATION WORK: Coordinate work phasing and relocation of work with building occupants to allow minimal impact to their operations. 734th Air Mobility Squadron (AMS) will not remain in the facility, however OSS, CES Fire, and potential 36th Force Support Squadron (FSS) will remain in the facility.

Contractor shall provide a work phasing plan/schedule that includes the temporary relocation work, which will require coordination with 36 CES.

Optional Items:

• OPTION 1:

Provide New Temporary Facility For Passenger Terminal with separate PoP.

(see OPTION 1: PROVIDE NEW TEMPORARY FACILITY FOR PASSENGER TERMINAL for details)

• OPTION 2:

Provide all cost and labor for purchasing, shipping, and installing the Baggage Handling Equipment (BHE) as an Optional item. (All utility connections for the BHE shall be included in the Base Bid as per approved design)

2.3 DEMOLITION AND REMOVAL: Refer to Part C – Drawings.

• The Contractor shall coordinate with 36 CES shops and other utility agencies in locating all existing utilities prior to any excavation work and shall make necessary provisions to avoid damage to these buried utilities during the course of clearing, grading, excavation, pipe removal, if required, pipe laying, backfilling and paving, and other restoration. The Contractor shall be responsible for paying the respective local utility agencies for all coordination and permit costs.

• Contractor shall protect all existing construction, to include, but not limited to, parking areas, grass/landscaping, and buildings, from potential damage that may result from construction activity. Any damage caused by construction activities shall be repaired and restored to its original condition, or better, by the contractor at no expense to the Government.

2.4 REPAIR AND CONSTRUCTION WORK: Refer to Part C – Drawings.

1267269218C

. Amendment 1: Exclude all cost and labor for purchasing, shipping and installing the BHE. However, all utility connections for the BHE as shown in design shall be included in base bid.

1267269218C Highlight

1267269218C Line

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1267269218C Typewritten Text Contractor shall provide temporary power including

1267269218C Typewritten Text generators as required and other utility supports for OSS, CES Fire and FSS facilities at 17002 during all outages.

1267269218C

All the facilities mentioned above works 24/7.

ANDERSEN AIR FORCE BASE, GUAM FA524024R0005

The construction work includes demolition and construction for renovation of PAX Terminal B17002. See Design Drawings for scope of work.

Perform all work according to all Local and Federal safety and health regulations. In particular, the open excavation operation shall comply with the current Occupational Safety and Health Administration (OSHA) regulatory requirements.

All unforeseen utilities and appurtenances affected by the construction shall be protected.

Damage to existing utilities and appurtenances shall be restored to its original condition at no additional cost to the Government.

Contractor shall be responsible for field verification to verify on site all dimensions, elevations, utilities, power source, archive data, and all other requirements necessary for the successful completion, and satisfactory construction of the project. The contractor shall visit the project site, and consult Air Force drawing archives to collect all available data on the existing infrastructure and to verify actual existing conditions.

Shop drawing submittals of the Fire Protection System shall be reviewed and approved by the Government Fire Protection Engineer.

Preliminary test of the fire protection system shall be certified by a U.S. Registered Fire Protection Engineer. Final test of the Fire Protection System shall be certified in the presence of the Government Fire Protection Engineer.

2.5 ANTITERRORISM: Not Used.

2.6 SEISMIC REHABILITATION: Not Used.

2.7 HAZARDOUS MATERIAL ASSESSMENT

Hazardous material assessments are required at all areas to be affected by the new work.

Contractor shall perform hazardous material assessment and testing prior to start of repair work, including demolition work, and submit a final report to the Government with recommendations for abatement and remediation, if needed. Areas containing hazardous materials that will not be affected by the new work must be left in place, undisturbed and encapsulated, if directly exposed to personnel. No abatement cost or work will be included in the Base Bid. All abatement and remediation shall be executed and performed by the contractor as part of a post award contract modification.

2.8 HAZARDOUS MATERIAL ABATEMENT

Where hazardous materials are found, contractor shall abate and remediate the hazardous materials in accordance with all local and federal guidelines for safe removal and disposal prior to start of repair work. Hazardous materials shall be removed, stored, and disposed of in accordance with the applicable Federal and Local Government requirements. Comply with all Federal and Local Government safety and disposal requirements for remediation work. After

ANDERSEN AIR FORCE BASE, GUAM FA524024R0005

proper abatement of the hazardous materials, patch and prepare the impacted areas to receive new finish. Coordinate abatement work with the Project Manager well in advance to ensure proper notification to all occupants and the Command.

Environmental Requirements: Contractor shall ensure that all required permits are obtained before construction begins. Contractor must abide by Occupational Safety and Health Act (asbestos containing material (ACM) abatement, lead-based paint (LBP) abatement, noise, confined space, etc.) or others, as applicable. Coordinate with the Project Manager with regard to consultations with Government Environmental group regarding environmental requirements.

Comply with the following requirements:

a. Coordinate with the installation Asbestos Program Manager (APM) and Regional Asbestos Program Coordinator (APC) for any previous asbestos and lead-based paint surveys.

b. Coordination must be established with APM and APC for tenant notification of abatement or sampling and work schedule which may impact the tenants.

c. Provide copies of all Asbestos Hazard Emergency Response Act (AHERA) certifications:

(asbestos worker, contractor supervisor, asbestos monitor, asbestos project designer).

d. Provide copies and proof of medical surveillance monitoring.

e. Provide copies of abatement plans, hazard communication plan for APM and APC approval.

f. All asbestos samples must be taken by a certified and current AHERA asbestos inspector.

g. All asbestos samples shall be analyzed by an accredited National Voluntary Laboratory

Accreditation Program lab.

h. National Emission Standards for Hazardous Air Pollutants (NESHAP) notification shall be provided to GEPA and copy to the Installation APM and Region's APC.

i. Waste shipment records (WSR) shall be provided to Guam Environmental Protection

Agency (GEPA), with a copy to installation APMs and Region's APC.

j. Waste manifests with receipt signatures from permitted disposal facility must be provided to the APMs and APC.

2.9 SUBMITTALS

In addition to the submittals required under the Basic Contract, submit the following:

a. Request for Proposal Requirements (Evaluation Factors): See solicitation.

b. Submittal Requirements (after award and before start of construction):

1. Activity Hazard Analysis (AHA)

2. Contractor’s Quality Control Plan (CQC)

3. Accident Prevention Plan (APP)

4. Construction Schedule

5. Munitions Response Explosive Safety Submission (MRESS) – Munitions and Explosives of Concern (MEC) Intrusive Investigation Work Plan (MEC field work will not be allowed to start without the Government approved MEC Plan)

6. Construction Submittals (as required by specifications)

7. Shop drawings: Provide shop drawings as required in Specifications in accordance with guidelines in section 01 33 00 Submittal Procedures.

8. Calculations: Provide calculations as required in Specifications in accordance with guidelines section 01 33 00 Submittal Procedures.

c. DD-1354 Transfer and Acceptance of Military Real Property:

Submit Interim DD Form 1354 to the Government for approval a minimum of 60 calendar days prior to the Beneficial Occupancy Date (BOD). If modifications to the Interim DD Form 1354 are required by the Government, the corrected version must be submitted prior to the BOD.

d. Closeout Submittal Requirements:

1. Submit Record Drawings to the Contracting Officer or their representative, four (4) copies of

ANSI D (22” x 34”) size drawing set sheets and two CD-ROMs containing native CADD files, electronically stamped and signed PDF of drawings, Periodic Maintenance Inspection (PMI) plan and other (photos, support files, etc.), as applicable.

2. Submit Operation and Maintenance (O&M) Data in accordance with specification 01 78 23.

2.10 SAFETY REQUIREMENTS: See Division 01, General Requirements Section 01 35 26 for Government Safety Requirements. Full time Safety officer and Superintendent are required at the site.

2.11 QUALITY CONTROL REQUIREMENTS: See Division 01, General Requirements Section 01 45 00.00 20 for Design and Construction Quality Control Requirements.

2.12 QUALITY CONTROL (QC) MANAGER QUALIFICATIONS: The QC Manager for this contract shall meet the requirements as outlined in the project scope.

2.13 PERFORMANCE PERIOD: 720 calendar days for renovation of B-17002.

3. SITE ANALYSIS

3.1 EXISTING SITE CONDITIONS: The project site is located at the corner of Arc Light Boulevard and O’Malley Avenue on Andersen Air Force Base, Guam. The PAX Terminal B17002 is a single-story concrete building. Existing utilities include water lines, sanitary gravity sewer main, storm sewer, overhead and underground electric, and underground telephone including Docomo lines.

Any Government-provided geotechnical data is included for the contractor’s information only, and while it is considered to represent subsurface conditions existing on the project site anticipated at this time, it is not guaranteed to fully represent all subsurface conditions. The contractor shall be responsible for providing the services of a geotechnical engineer to conduct any subsurface exploration, investigation, testing, and analysis that the Designer of Record deems necessary for the design and construction of the proposed facility and site improvements. The geotechnical

ANDERSEN AIR FORCE BASE, GUAM FA524024R0005

engineer shall be registered as a Professional Engineer (Geotechnical Engineer where required by law) and experienced with soil conditions in the region where the project site is located. The geotechnical engineer shall prepare a report addressing any elements of the work requiring his services. The report shall be submitted to the Contracting Officer accompanied by a letter from the Designer of Record certifying that the Geotechnical Engineer has reviewed the construction documents and that the design reflects the recommendations of the geotechnical report.

3.2 SITE DEVELOPMENT: Not Used.

3.3 EXPLOSIVE SAFETY SUBMISSION (ESS) REQUIREMENTS: If any portion of the project scope of work requires ground intrusion activities or excavation work, the contractor will be required to adhere to Munitions Response Explosives Safety Submission (MRESS) Guam Construction Support, Amendment 7. Additionally, comply with the latest edition specification Section 01 57 19.01 30 Supplemental Temporary Environmental Controls, Joint Region Marianas Explosives Safety Submission (JRM ESS).

Provide Munitions and Explosives of Concern (MEC) Clearance in accordance with the latest Explosives Safety Submission (ESS) Munitions Response Sites Guam Construction Support Implementation in accordance with the following items:

01 MEC Services

• Project Management and Planning

• MEC Work Plans

• Site Preparation, Mobilization/Demolition

• Digital Geophysical Survey (DGM) or Handheld Manual Magnetometer Detector and

Marking

• After Action Reporting

02 Intrusive Investigation

• MEC/MPPEH (Material Potentially Presenting an Explosive Hazard) removal, subsurface investigations, and other ground penetrating work.

Provide details of ESS implementation and removal of anomalies upon construction contract award and how this work is incorporated in the project schedule. Narrative solution shall demonstrate understanding of ESS implementation in accordance with the ESS requirements.

Do not exceed three (3) single-sided, 8-1/2 x 11 pages.]

DISCLAIMER: Historic anomaly averages contained within the E-16B memo incorporated into this contract do not reflect conditions at the project site. Contractor assumes the risk that the number of anomalies encountered at the project site may differ from historic averages reflected in the E-16B memo.

3.4 HISTORICAL, ARCHAEOLOGICAL AND CULTURAL RESOURCES: Not Used.

ANDERSEN AIR FORCE BASE, GUAM FA524024R0005

4. BUILDING / FACILITY REQUIREMENTS

4.1 CONSTRUCTION REQUIREMENTS: Construction shall be in accordance with the latest revision/edition of applicable current codes, standards, and regulations requirements of this project summary of work and include Energy Star efficiency initiatives. The term "Latest Revision/Edition" is defined as the version as of the project Solicitation Date. In case of conflict between codes, standards, regulation, and specifications, the most stringent requirements shall apply. Contractor shall ensure that all required permits are obtained before construction begins.

The following codes, standards, and regulations are applicable and form a part of this requirement. Federal/DoD criteria and guidance can be found at: https://www.wbdg.org/.

a. Unified Facility Guide Specifications (UFGS)

b. UFC 1-200-01, DoD Building Code, 08 October 2019, Change 1, 01 October 2020

c. UFC 3-101-01, Architecture, 16 December 2020, Change 1, 05 January 2021

d. UFC 3-120-10, Interior Design, 16 May 2018, Change 2, 15 June 2021

e. UFC 1-200-02, High Performance and Sustainable Building Requirements, Change 1, 03

January 2022

f. International Building Code (IBC), International Code Council, 2018 Edition

g. National Fire Protection Association (NFPA) 101, Life Safety Code, 2018 Edition

h. Architectural Barriers Act (ABA) Standards, 01 January 2015

i. AMC Passenger Terminal Facility Design Guide, 01 August 2011

j. AMC En Route Facility Criteria Handbook, November 2012

k. AFI 24-605 Volume 2, Air Transportation Operations, 02 July 2020

l. Architectural Compatibility and Base Design Standards, Andersen Air Force Base, Guam, 01 May 2013

m. Unified Facilities Criteria (UFC), 3-600-01 Fire Protection Engineering for Facilities

n. International Building Code (IBC)

o. International Mechanical Code (IMC)

p. National Electric Code (NEC)

q. Life Safety Code, NFPA 101

In accordance with the latest UFC 1-200-01 DoD Building Code (General Building Requirements), IBC structural criteria shall be used for seismic and wind load requirements.

The contractor shall verify all existing site conditions, dimensions, and other requirements necessary to complete the project prior to commencing construction activities. The contractor shall notify the Contracting Officer immediately upon discovery of any expected changes required to suit conditions not identified in the contract. Restoration of damages borne by the contractor in the performance of this contract shall be made at no cost to the Government. Contractor shall be responsible for proper handling and disposal of all materials removed and/or demolished from construction site.

Neither the Government review, approval, or acceptance of, nor payment for the services required under this contract shall be construed to operate as a waiver of any rights under this contract of any cause of action arising out of the performance of this contract, and the contractor shall be, https://www.wbdg.org/

ANDERSEN AIR FORCE BASE, GUAM FA524024R0005

and remain, liable to the Government and in accordance with the applicable law for all damages to the Government caused by the contractor’s negligent performance of any services furnished under this contract.

The contractor is required to submit a work schedule for this project. The schedule should be developed to identify task descriptions, start and completion dates of each task, design reviews, material procurement, construction work, testing, correction if required, final testing, acceptance, utility outages if required, and other requirements necessary to deliver a complete and usable facility. The work under this project requires special attention to the scheduling and conduct of work in connection with the existing facility operations. Identify, on the construction schedule, each factor that constitutes a potential interruption to the facility operations. Utility outages (power, water, air conditioning, etc.) shall be approved by the Contracting Officer.

4.2 SUSTAINABLE DESIGN: Comply with guiding principles validation with UFC 1-200-02 High Performance and Sustainable Building. To support the sustainability goal and green building efforts of the Government, this UFC and the HPSB Guiding Principles will be implemented to the greatest extent possible as applicable to the project however, no Sustainable Third-Party Certification (TPC) will be pursued.

4.3 ENERGY CONSERVATION: Comply with the UFC 1-200-02 High Performance and Sustainable Building Requirements.

4.4 BUILDING COMMISSIONING: Provide commissioning to meet requirements identified in Section 01 91 00.15 Total Building Commissioning, and UFC 1-200-02 High Performance and Sustainable Building Requirements.

4.5 CYBERSECURITY: As applicable.

4.6 ACCESSIBILITY REQUIREMENTS: Provide barrier-free design in accordance with UFC 1- 200-01, DoD Building Code (General Building Requirements).

4.7 INDUSTRIAL CONTROL SYSTEMS (ICS) & INFORMATION ASSURANCE (IA):

Not Required.

4.8 CONTRACTOR ACCESS TO SENSITIVE AREAS: For federally controlled facilities, and/or unclassified sensitive information or unclassified IT systems, the contractor shall coordinate access requirements with the customer security manager.

5. ROOM REQUIREMENTS Not Used.

6. ENGINEERING SYSTEMS REQUIREMENTS (ESR) Not Used.

-- End of Section –

PART B: TECHNICAL SPECIFICATIONS FOR

RENOVATION OF B17002

(See separate package, BASE BID, PART B –Technical Specifications)

PART C: FINAL DESIGN SUBMITTAL FOR

RENOVATION OF B17002

(See separate package, BASE BID, PART C - Final Design Submittal)

OPTION 1: PROVIDE NEW TEMPORARY

FACILITY FOR PASSENGER TERMINAL

STATEMENT OF WORK

1. PROJECT DESCRIPTION

1.1 OVERVIEW: Provide a temporary facility in accordance with DAFI 32-1020_DAFGM2023-01, Planning and Programming Built Infrastructure Projects for Passenger (PAX) Terminal operations at Andersen Air Force Base, Guam, per the attached concept design. The scope of work includes, but is not limited to, providing stamped shop drawings and constructing modular type metal Temporary / Relocatable Structures (TRS), with all interior developments for the PAX Terminal;

covered steel structure roof areas with paved flooring to accommodate baggage handling and passenger/passenger movement. Scope of work includes split air conditioning for all facilities, fire alarm system, communication system, including all utility connections from the nearest source including duct banks, transformers, UT connections, testing, etc., for making it a completely usable product. Restore all existing structures, other developments and UT lines to the original conditions if affected by the construction.

1.2 EXISTING OPERATIONS: The construction work activities will be performed in a manner as to NOT negatively impact the existing operational capabilities of the nearby building occupants and adjacent facilities. Contractor shall minimize interruption for any on-going operations.

Contractor shall coordinate for interruption of utility services. All other actions not involving interruption of services can be conducted during regular working hours. In the event work/project activities other than what is indicated in this project program are to occur simultaneously, contractor shall verify and coordinate and, may be required to phase such work/project activities.

1.3 LOCATION OF WORK: The project is located on Arc Light Boulevard, near 734 AMS facilities at Andersen Air Force Base, Guam. See attached location map.

2. PROJECT OBJECTIVES

2.1 SCOPE OF WORK: The contractor shall provide all labor, materials, equipment, permit and clearances, architectural and engineering services, transportation, supervision, and other incidental work required for the project. Other incidental work required includes any and all items and considerations necessary to ensure a complete and usable final product, including, but not limited to, the necessary stamped shop drawings and construction considerations not specifically stated elsewhere in this statement of work. Complete and usable final product means that the completed final product is finished throughout and can be used to fully satisfy the requirements and the intended purpose of the project.

The scope of work includes, but is not limited to, the following:

2.2 WORK PHASING AND RELOCATION WORK: Renovation work of existing PAX terminal at building 17002 is independent of design process and construction of the temporary PAX terminal facility.

Planning and Coordination: Any outage required shall be coordinated with the user and base utility offices.

2.3 DEMOLITION AND REMOVAL:

a) Conduct necessary hazardous material testing intended for hooking up UT connections that are affected by the scope of work as per EM 385 -1-1 to include lead, asbestos, and any other hazardous materials by an approved industrial hygienist.

Provide the test report for approval.

b) Conduct MEC/UXO clearing as per current ESS requirements prior to any digging/excavation. Provide necessary reports for acceptance.

c) Remove and dispose any existing plants/trees from the areas of construction per approved design as per approved methods.

d) Excavate the ground as per approved design for constructing foundation, floor slabs, etc., for all the structures and all UT duct banks and accessories to meet a complete usable product. Dispose the excess soil as per approved methods.

• The Contractor shall coordinate with the base utility offices and other utility agencies in locating all existing utilities prior to any excavation work and shall make necessary provisions to avoid damage to these buried utilities during the course of clearing, grading, excavation, pipe removal if required, pipe laying, backfilling and paving, and other restoration. The contractor shall be responsible for paying the Base Operations Support Contractor and respective local utility agencies for all coordination and permit costs as applicable.

• Contractor shall protect all existing construction, to include, but not limited to, parking areas, grass/landscaping, and buildings, from potential damage that may result from construction activity. Any damage caused by construction activities shall be repaired and restored to its original condition, or better, by the contractor at no expense to the Government. Contractor shall restore all existing UT lines, fixtures, and other items back to the normal at no cost to Government.

• Contractor shall be responsible for verifying all existing site conditions, dimensions, finish grade elevation, archived data, getting necessary permits and other requirements necessary to complete the project. Any adjustments to suit field conditions shall be made without any additional cost to the Government including the restoration of damages borne by the contractor in the performance of this contract.

2.4 REPAIR AND CONSTRUCTION WORK:

All the new items of work shall meet the requirements shown in the current ACBDS for Andersen AFB and shall be installed to provide a complete usable product.

2.4.1 Passenger Processing TRS Units

a) The overall shop drawings shall meet the requirements shown in the attached layout slides and the details shown below and are to be constructed as per approved design with rust proof painting/galvanized materials for corrosion resistance, including complete installation work to meet the approved design.

b) Provide a complete stamped shop drawing for constructing two (2 EA) modular type structures (TRS) with a total area between 8,000 – 10,000 square feet for the primary Passenger Terminal facility with all interior developments for the Passenger (PAX) Terminal.

c) Provide and install the TRS structures as per the approved shop drawing. All the structures shall meet seismic and typhoon requirements for Guam.

d) Provide one each steel double door of minimum size of 8’-00”x8’-00” at the front wall of both TRS units (total 2 doors). Provide one each steel double door of total width 6’- 00” and another steel door of 3’-00” width with standard door heights at the back walls of both TRS units (total 4 doors), as shown in the layout. The doors shall have all hardware including panic hardware. These doors shall be keyed with (BEST) lock system. The two (2) single personnel doors shall be fitted with a KABA Simplex mechanical push button lock with a (BEST) key override.

e) Provide 3’-0” wide hollow core wood door for all the interior rooms to include PAX admin, Break room, Customs and COMM room. Provide all door hardware to meet building requirements.

f) Provide complete 2’x4’ acoustical ceiling for both TRS units.

g) Provide for the following closed off room areas: Pax admin 8’x10’ room, Break room

8’x20’ room, Customs room 8’x10’ and COMM closet 6’x8’ size, all with complete wall and ceiling finishes.

h) Provide 8 feet high wall at the outbound unit near the baggage roller conveyor as shown in dotted lines inside TRS unit with full finishes as per the layout.

i) Provide two (min) 6 feet high portable folding wall partitions in full width of the TRS units at the locations shown in zigzag lines inside the TRS units.

j) Provide appropriate foundation and flooring for the whole facility. ADA requirements shall be met.

k) Provide complete paint finishes on exterior and interior walls as per ACBDS.

l) Provide a total of three stainless steel roller conveyers at the TRS units as mentioned below. One conveyor from the inbound entry single door for a length of approximately 50 feet, another one from the PSC area to the x-ray machine at the outbound area for a length of approximately 40 feet and the third one from the x-ray machine to the outbound single door for a length of approximately 30 feet. The layouts are shown in the attached floor plan layouts.

m) Provide drinking water connections, including complete water purifier units, at two locations in each TRS units, including all electrical, waterline works and fixtures.

Provide one each hose bibb for both TRS units for custodial use.

n) Provide required split AC units for both TRS units and all interior rooms, COMM closet and the rest rooms including complete electrical works.

o) Provide appropriate duplex power outlets for the x-ray machines mentioned in the overall requirements of the layout plan.

p) Provide duplex power outlets and four pair data/voice COMM outlets as a set as mentioned in the locations shown below. Pax service counter 2 workstations, check-in counters 3 workstations, Pax admin 3 workstations, customs 2 workstations, break room 2 workstations and one set of power outlets for every 10 feet inside both TRS units IAW UFC 3-520-01. Provide one set of power for every 25 feet on the walls of the open covered areas IAW UFC 3-520-01, 3-6-1. Provide GFCI outlets at adequate locations. Provide additional power outlets for refrigerator, printing machine etc. as mentioned in the layout.

q) Provide COMM connection from the nearest source including necessary duct banks, cables and connect to COMM cabinet. COMM switch and cabinet from B-17002 will be reused. Provide new patch panel, provide all terminations and conduct required testing for approval. Terminate all COMM outlet cables on the patch panel and conduct tests for approval.

2.4.2 Passenger Restroom Facility

a) Provide one each temporary steel structural rest room as shown in the layout to meet the occupancy requirements.

AND PROVIDE NEW TEMPORARY FACILITY AJJY 19-6004

ANDERSEN AIR FORCE BASE, GUAM FA524024R0005

b) Provide one changing station for both men and women’s rest rooms and provide a minimum of 4 EA water closets, 4 EA urinals and 4 EA lavatories for men’s rest room, 6 EA water closets and 4 EA lavatories for women’s rest room.

c) Provide required sewer collection tanks with the option of monthly pumping out as the existing sewer line at this location is not capable for receiving new connections.

d) Provide water connection from the nearest source for the rest rooms. Provide water meter and back flow preventor as required.

2.4.3 Administrative Facility

a) Provide a separate admin facility for PAX administrative and AMOC offices approximately 1,500 sf as shown in the layout. The facility/container shall be installed on firm foundations with necessary cable anchoring to meet typhoon requirements.

b) Provide electrical and COMM connections for the administrative office from the TRS sources.

c) Provide energy efficient split AC unit for facility/container including all electrical connections.

d) Provide duplex power outlets and four pair data/voice COMM outlets including all electrical wiring and COMM cabling for four workstations. The COMM cables from the outlets shall be terminated on the patch panel and submit test reports for acceptance.

Provide power outlets for refrigerator, microwave, and printer.

e) Provide energy efficient light fixtures including all electrical wiring and power panel for the admin facility.

f) Provide necessary fire alarm requirements for the facilities as per approved design and conduct tests for approval.

g) Provide paint finishes for all the interior and exterior structures as per ACBDS.

2.4.4 Pet Facility:

a) Provide a standalone pet facility, approximately 640 sf at the location shown. Provide a standard double door for this facility.

b) Provide energy efficient split AC unit with all electrical connections and fixtures for this facility. Provide necessary light fixtures including power connection for this facility.

2.4.5 Exterior Requirements

a) Provide minimum 15 feet wide covered areas with steel structures for the full width of both TRS at the baggage handling area on front and back sides of the TRS units. The space between the TRS unit and the rest room/pet facility shall have similar covered roof. All the covered area shall have concrete flooring with slip resistance finishes.

2.4.6 General Requirements

a) Provide electrical power supply from the nearest source for all the facilities shown in the layout plan. Scope includes providing necessary transformers, duct banks, power cable works and all other accessories to meet a complete usable product. There will be three x-ray units in the TRS units and their equipment loads are shown in the overall requirements on the attached layout plan.

b) Provide exterior and entry lighting for all the facilities including all the covered canopies. Provide sufficient exterior lighting on the outside walls of the TRS units for the parking area, driveways, and the walkways.

c) Provide energy efficient light fixtures for both TRS units, covered canopies and rest rooms including all wiring, power panels and other accessories for a complete usable product.

d) Provide exit lights for all exterior doors and other required areas with battery backup for all the facilities.

e) Provide emergency lights as per design to meet safety requirements for all the facilities.

f) Provide necessary fire protection system for all the facilities shown in the layout.

Conduct all necessary tests for approval.

g) Restore all disturbed areas, existing structures, other developments, and UT lines to the original conditions if affected by the construction.

h) Removal and disposal of temporary facilities upon completion of renovation of B-17002 and relocation by the customer to the newly renovated facility. Dispose of everything as per requirements IAW DAFI 32-1020_DAFGM2023-01, Planning and Programming Built Infrastructure Projects.

2.5 ANTITERRORISM: Comply with UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings for Antiterrorism requirements.

2.6 SEISMIC REHABILITATION: Comply with UFC 3-310-04 Seismic Design of Buildings for seismic rehabilitation requirements.

AND PROVIDE NEW TEMPORARY FACILITY AJJY 19-6004

ANDERSEN AIR FORCE BASE, GUAM FA524024R0005

2.7 HAZARDOUS MATERIAL ASSESSMENT: Hazardous material assessments are required at all areas to be affected by the new work. Contractor shall perform hazardous material assessment and testing prior to start of work including demolition work and submit final report to the government with recommendations for abatement and remediation if needed. Areas containing hazardous materials that will not be affected by the new work must be left in place, undisturbed and encapsulated if directly exposed to personnel. No abatement cost or work will be included in the Base Bid. All abatement and remediation shall be executed and performed by the contractor as part of post award contract modification.

2.8 HAZARDOUS MATERIAL ABATEMENT: Where hazardous materials are found, contractor shall abate and remediate the hazardous materials in accordance with all local and federal guidelines for safe removal and disposal prior to start of repair work. Hazardous materials shall be removed, stored, and disposed of in accordance with the applicable Federal and Local government requirements. Comply with all Federal and Local government safety and disposal requirements for remediation work. After proper abatement of the hazardous materials, patch and prepare the impacted areas to receive new finish. Coordinate abatement work with the Project Manager well in advance to ensure proper notification to all occupants and the Command.

Environmental Requirements: Contractor shall ensure that all required permits are obtained before construction begins. Contractor must abide by Occupational Safety and Health Act (ACM abatement, lead-based paint abatement, noise, confined space, etc.) or others as applicable.

Coordinate with the Project Manager regarding consultations with Environmental group regarding environmental requirements.

Comply with the following requirements:

a. Coordinate with the installation Asbestos Program Manager (APM) and Region Asbestos Program Coordinator (APC) for any previous asbestos and lead based paint surveys.

b. Coordination must be established with APM and APC for tenant notification of abatement or sampling and work schedule which may impact the tenants.

c. Provide copies of all AHERA certifications: (asbestos worker, contractor supervisor, asbestos monitor, asbestos project designer).

d. Provide copies and proof of medical surveillance monitoring.

e. Provide copies of abatement plans, hazard communication plan for APM and APC approval.

f. All asbestos samples must be taken by a certified and current AHERA asbestos inspector.

g. All asbestos samples shall be analyzed by an accredited NVLAP lab.

h. NESHAP notification shall be provided to GEPA and copy to the Installation APM and Region's

APC.

i. Waste shipment records (WSR) shall be provided to GEPA and copy to installation APMs and Region's APC.

j. Waste manifests with receipt signatures from permitted disposal facility must be provided to the APMs and APC.

2.9 SUBMITTALS:

a. Submittal Requirements (after award and before start of construction):

1. Activity Hazard Analysis (AHA)

2. Contractor’s Quality Control Plan (CQC)

3. Accident Prevention Plan (APP)

4. Construction Schedule

5. Explosive Safety Submission (ESS) – Munitions and Explosives of Concern (MEC)

Intrusive Investigation Work Plan (MEC field work will not be allowed to start without the Government approved MEC Plan)

6. Project Rendering per specification 01 33 10.05

7. Facility Recognition Plaque per specification 01 33 10.05: Not required.

8. DD Form 1354 per specification 01 33 10.05

9. Design Construction Documents: Prepare, organize, and present Design Construction

Documents. Contractor will not be allowed to start construction without the Government approved documents listed below.

b. Stamped Shop Drawings:

1. Shop Drawings: Prepare using AutoCAD 2020 formatted for ANSI D (22” x 34”) sheets.

The Ready for Construction submission shall be stamped and signed by the Designer of Record (DOR).

2. Submit all CAD files for the final drawings on CD-ROM or DVD disks in AutoCAD 2020 format. Drawing files must be full files, uncompressed and unzipped.

3. Basis of Design: Each submission shall include a basis of design with all proposed materials to meet the RFP and all applicable codes.

4. Specifications: Shall be Unified Facilities Guide specifications submitted in Construction Specification Institute (CSI) 2010 format edit with SpecIntact software in accordance with UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard.

5. Contractor shall submit the number of copies as requested as defined under each required submission identified below. Each submission shall be submitted to the Contracting Officer or their representative for Government review and RFP concurrence.

6. The Contractor shall submit a copy of the Government’s review comments from each prior submission with each subsequent submission. This document shall indicate the corrective action taken for each comment and or other proposed solution. Incomplete submissions will be returned to the Contractor with no additional time added to the performance period.

7. Electronically seal and sign all Acrobat PDF drawings, specifications, and other documents. The electronic signatures shall be printable and viewable in Adobe Acrobat Reader with no additional software.

8. Provide the following submittal packages:

a. 60% Shop Drawing Submittal: Submit three (3) electronic PDF format copies on CD- ROMs of the following: 11” x 17” half-scale drawing sets, Schedule, Specifications and

Basis of drawings. Provide three (3) sets of hard copy drawings on 11’x17” half scale drawings within 45 days after award. Allow 14 calendar days for Government review.

b. “Ready for Construction” (RFC) Documents: The RFC documents include all documents required for the Final Shop Drawing Documents. Submit three (3) hard copies and five (5) electronic PDF format copies on five (5) CD-ROMs of the following:

Sealed and Signed 11” x 17” half-scale Shop Drawings, Sealed and Signed Specifications, Construction Schedule, Sealed and Signed Basis of Design, annotated Review Comments, and submittal register.

9. The following requirements apply to the CD ROM:

a. Provide native and pdf files for all documents included on the CD-ROM. Pdf file(s) of the final documents shall be provided in the following formats: The entire document shall be provided as a single combined pdf file. The pdf file shall have bookmarks for each item identified in the document’s table of contents, including tables, figures, captioned photos, and appendices. The bookmark shall use the same description as provided in the table of contents. If the bookmark is lengthy, abbreviate as needed. Bookmark to the second level (i.e., 1.1, 1.2, 1.3, etc.). Do not bookmark signature page or the list of acronyms.

Each appendix, regardless of size, shall be provided as an individual pdf file. All maps, figures, and pictures shall be provided at a useable resolution. All color maps, figures, and pictures shall be provided in color.

c. DD-1354 Transfer and Acceptance of Military Real Property: Submit initial copy in advance and final copy as required for approval.

d. Closeout Submittal Requirements:

1. Submit Record Drawings to the Contracting Officer or their representative in ANSI D (24” x 34”) size sheets and three CD-ROMs containing native CADD files, electronically stamped and signed PDF of drawings, specifications, calculations, basis of design, submittal register, Periodic Maintenance Inspection (PMI) plan and other (photos, support files, etc.) as applicable.

2. Submit Facility Electronic Operation and Maintenance Support Information (eOMSI)

Manual and Workbook in accordance with specification 01 78 24.00 20.

2.10 SAFETY REQUIREMENTS: Submit resume and certification of all personnel who will be assigned to this project. Separate Safety Officer and Superintendent are required at the temporary facility site as the location is different from the location of B-17002.

2.11 QUALITY CONTROL REQUIREMENTS: Submit resume and certification of all personnel who will be assigned to this project.

2.12 PERFORMANCE PERIOD: 420 calendar days for providing the temporary facility.

ANDERSEN AIR FORCE BASE, GUAM FA524024R0005

3. SITE ANALYSIS

3.1 EXISTING SITE CONDITIONS: The site is located on AAFB, see the location map.

3.2 SITE DEVELOPMENT: NA

3.3 EXPLOSIVE SAFETY SUBMISSION (ESS) REQUIREMENTS: Any portion of the referenced scope of work requires ground intrusion activities or excavation work, the contractor will be required to adhere to Munitions Response Explosives Safety Submission (MRESS), Guam Construction Support, Amendment 7. Additionally, comply with the Latest edition specification Section 01 57 19.01 20 Supplemental Temporary Environmental Controls, Joint Region Marianas Explosives Safety Submission (JRM ESS), which supersedes the same specification that is in the Basic Contract and shall be applicable for this Task Order.

Provide Munitions and Explosives of Concern (MEC) Clearance in accordance with the latest Explosives Safety Submission (ESS) Munitions Response Sites Guam Construction Support Implementation in accordance with the following items:

01 MEC Services

• Project Management and Planning

• MEC Work Plans

• Site Preparation, Mobilization/Demolition

• Digital Geophysical Survey (DGM) or Handheld Manual Magnetometer Detector and

Marking

• After Action Reporting

02 Intrusive Investigation

• MEC/MPPEH (Material Potentially Presenting an Explosive Hazard) removal, subsurface investigations, and other ground penetrating work.

• Provide details of ESS implementation and removal of anomalies upon construction contract award and how this work is incorporated in the project schedule. Narrative solution shall demonstrate understanding of ESS implementation in accordance with the ESS requirements. Do not exceed three (3) single-sided, 8-1/2 x 11 pages.

DISCLAIMER: Historic anomaly averages contained within the E-16B memo incorporated into this contract do not reflect conditions at the project site. Contractor assumes the risk that the number of anomalies encountered at the project site may differ from historic averages reflected in the E-16B memo.

3.4 HISTORICAL, ARCHAEOLOGICAL AND CULTURAL RESOURCES: In the event of historical artifacts encounter during excavation work, Contractor shall immediately suspend all excavation activity, protect the subject site, and report the incident to the Contracting Officer via the Project Manager. The Government will coordinate with State Historic and Preservation Officer (SHPO) for direction and guidance.

ANDERSEN AIR FORCE BASE, GUAM FA524024R0005

4. BUILDING / FACILITY REQUIREMENTS

4.1 DESIGN AND CONSTRUCTION REQUIREMENTS: The design and construction shall be in accordance with the latest revision/edition of applicable current codes, standards, and regulations requirements of this statement of work and include Energy Star efficiency initiatives. The term "Latest Revision/Edition" is defined as the version as of the project Solicitation Date. In case of conflict between codes, standards, regulation, and specifications, the most stringent requirements shall apply. Contractor shall ensure that all required permits are obtained before construction begins.

The following codes, standards, and regulations are applicable and form a part of this Statement of Work.

r. Unified Facility Guide Specifications (UFGS)

s. Unified Facilities Criteria (UFCs) and Facility Criteria (FCs)

t. Unified Facilities Criteria (UFC) 1-200-01, DoD Building Code (General Building

Requirements)

u. Unified Facilities Criteria (UFC) 1-200-02, High Performance and Sustainable Building

Requirements

v. Facilities Criteria (FC) 1-300-09N, Navy and Marine Corps Design Procedures

w. Marianas Navy and Marine Corps Design and Construction Standards (MDACS)

x. AAFB Architectural Compatibility and Base Design Standards (ACBDS)

y. NBG Installation Appearance Plan (IAP)

z. Public Works Utilities Criteria for Design and Construction: Electrical, Sewer, and Water

aa. International Building Code (IBC)

bb. International Mechanical Code (IMC)

cc. National Electric Code (NEC)

dd. Life Safety Code, NFPA 101

ee. ADA/ABA Accessibility Standards for Department of Defense Facilities

ff. Explosive Safety Submission (ESS)

gg. NAVFAC Humid Area Design Criteria, 01 March 2005

hh. UFGS 01 78 24.00 20, Part 2, Facility Electronic Operation and Maintenance Support

Information (eOMSI)

ii. ECB 2014-02 NAVFAC Sustainability and Energy Building Requirements

In accordance with the latest UFC 1-200-01 DoD Building Code (General Building Requirements), IBC structural criteria shall be used for seismic and wind load requirements.

All design drawings, specifications and calculations shall be done by/or under the direct supervision of a Professional Engineer with current National Council of Examiners for Engineering and Surveying (NCEES) registration issued from a state within the United States of America (USA) or one of its territories who shall stamp all design drawings, specifications, and calculations.

The Contractor shall be responsible for the professional quality, technical accuracy, and the coordination of all designs, drawings and other services furnished by the Contractor under this contract. The contractor shall, without additional compensation, correct or revise any errors or deficiencies in its designs, drawings, and other deliveries.

ANDERSEN AIR FORCE BASE, GUAM FA524024R0005

The contractor shall verify all existing site conditions, dimensions, and other…