Attachment 1 - Statement of Work 09 June 2023.pdf

36TH CIVIL ENGINEER SQUADRON

DESIGN BUILD (DB) PROJECT AT VARIOUS LOCATIONS, GUAM

AJJY 23-1024

RENOVATE AIRCRAFT EQUIPMENT

MAINTENANCE FACILITES B18004 AND

B18009, AAFB, YIGO, GUAM

09 June 2023

Final

PREPARED BY: 36CES CEN UNIT 14007

APO AP 96543-4007

PM/DM: Peter Guerrero

Civil: George Joseph Structural: George Joseph

Architectural: Peter Guerrero Mechanical: Miguel Santos

Electrical: Josepher Fernando Fire Protection: NA

RENOVATE AIRCRAFT EQUIPMENT MAINTENANCE FACILITIES B18004

AND B18009

TABLE OF CONTENTS

PART 1 STATEMENT OF WORK / PROJECT PROGRAM

PART 2 ATTACHMENTS

Attachment 1 – Location Map 18004 Attachment 2 – Location Map 18009 Attachment 3 – Floor Plan - 18004

36TH CIVIL ENGINEER SQUADRON

PART 1

STATEMENT OF WORK / PROJECT PROGRAM

Table of Contents

CHAPTERS

1. PROJECT DESCRIPTION……………………………………………

2. PROJECT OBJECTIVES……………………………………

3. SITE ANALYSIS………………………………………

4. BUILDING/FACILITY REQUIREMENTS…………………………

5. ROOM REQUIRMENTS…………………………..........................Not Used

6. ENGINEERING SYSTEM REQUIREMENTS…………………….

1. PROJECT DESCRIPTION

1.1 OVERVIEW: This is a Design Build (DB) project is intended to renovate by replacing roll up doors with motors, sensors, controls, seals and frames, electrical panels and painting (exterior and interior) of B18004 and interior only of B18009 Aircraft Equipment Maintenance Facilities in accordance with all the applicable codes, guidance, policy to include but not limited to Unified Facilities Criteria’s and Andersen Air Force Base Architectural Compatibility and Base Design Standards (ACBDS).

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 building occupants. Contractor shall minimize interruption to the 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 is to occur simultaneously, contractor shall verify, coordinate and may be required to phase such work/project activities.

1.3 LOCATION OF WORK: The project is located at B18004 and B18009 Buildings on Andersen Air Force Base, Yigo, 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 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 conformance to the Department of Defense Building Requirements, UFC 1-200-01 and is finished throughout and can be used to fully satisfy the requirements and the intended purpose of the project.

2.2 WORK PHASING AND RELOCATION WORK: The work shall be phased as the current buildings are occupied and are to remain in the building and will require minimal impact to their operations. Contractor shall provide a work phasing plan / schedule for approval. Planning and Coordination: Plan, coordinate and execute the phasing with the user as mentioned in item above.

2.3 DEMOLITION AND REMOVAL:

• Remove exterior paint by scraping, water blasting, sanding and prepare surface to receive new exterior paint for B18004. Exterior preparation of all substrate, new, unpainted and previously water blast / scraped surfaced area.

• Remove interior paint by scaping and sanding and prepare surface to receive new interior paint for B18004

• Remove interior paint by scraping and sanding and prepare surface to receive new interior paint for B18009

• Waterblast and remove debris, algae, mold / mildew, dirt stain and clean entire existing exterior walls

• Remove existing roll up doors, door frames, hardwares and accessories (ie,..

stainless steel vents, boots, covers, including weatherstripping seals.

• Remove existing motorized roll up doors, sensors and controls

• Remove existing roll up door metal covers

• Patch and Repair cracks, spalling and prepare surface to receive new paint for walls (inside walls – area affected by construction work and outside whole building) for B18004 and B18009 (inside only).

• Conduct environmental survey of all hazmat and submit testing, report, and remediation. In the event that the hazardous containing materials are found to be present in the building, immediately notify the contracting officer at 36 CONS for contract direction

• Other demolition and relocation work not specifically mentioned within the scope of work, but shown in reference drawings and in order to deliver a complete and usable facility.

• Conduct any necessary clearing and cleaning of the materials from the work area

• All construction debris shall be disposed of properly at and approve off base site location at no additional cost to the contract.

2.3.1 DESIGN WORK:

Provide working and approved design build drawings of the electrical panels, roll up doors, painting walls, eaves, crack repair, spalling repair work and details to include electrical one-line diagrams, electrical calculations, isometric drawings, plans, details, stamped, signed, and other items needed to make it complete, readable and usable.

2.3.2 REPAIR AND CONSTRUCTION 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.

The attached notional sketch/drawing with dimensions shown may not be accurate and is only to be used as reference for location and layout purposes. All drawings and shop drawings shall be based on actual measurements, conditions and shall be developed to provide the least demolition and removal work possible.

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; consult drawing archives to collect all available data on the existing infrastructure and to verify actual existing conditions.

2.3.3 REPAIR AND CONSTRUCTION WORK:

• Prime, and paint entire interior walls (inside walls – area affected by construction work and outside whole building) for B18004 and B18009 (inside only).

• Prime, and paint entire exterior walls for Building 18004 only

• Provide and install new roll up doors, door frames and hardware’s

• Provide and install new motorized roll up doors, sensors, controls with manual chain, metal covers and seals. Ensure roll up door equipment is complete and usable

• Provide and install new conduits

• Paint wall surfaces inside of B18009; inside and outside B18004 as per Andersen AC&BDS and as needed

• Provide required utilities: power if it affects the facilities and needs to be isolated.

Coordinate with the facility manager, 36 Civil Engineering shops, Project manager and Engineering Tech and provide a updated schedule on how long it will be out. So that it does not impact the User.

• Contractor shall field verify all existing utilities resources and nearest point of connection that is within or close to the work area.

• Provide and install new branch electrical panel - see attachments for location.

• Provide and install new Amps, 120-volt, single phase branch circuit to support new electrical panels - ie,.. lights, switches and others. Inclusive conduits, wires and accessories to complete the system that support the new electrical panels.

• Provide fuse boxes as needed. Ensure there is adequate sizing of equipment (panels, circuit breakers, fuses, conduits , cables and other hardwares. Ensure that the electrical system is complete and usable. Also that all accessories are stainless steel as per standards

• Provide and install electrical outlets, wires, conduits, boxes and accessories

• Provide and install new branch step down transformers dry type as needed

• Provide and install new wires both up and down the electrical branch sub panels and branch step down transformer

• Provide and install new conduits, outlets and boxes

• Provide and install new shut off switches and shut off boxes

• Provide and install surge protection devices for each panels and equipment.

• Replace with new the following panels “A”, “CITS”, “120/240 VAC”, “E-1”, “E-2”, “E-4”, “P-2”, “1-HCA”, “Pnl Box #3”, “P-5”, “Outside”, and “Office” Panel must be adequately sized

• Replace with new panel “X” and enclose circuit breaker, modify as needed. Panel must be adequately sized and complete and usable.

• Replace panel for Paul Steel blaster / Dust. Panel must be adequately sized

• Remove 3 each exhaust fans (A1, A2, A3) disconnects, modify as needed. Devices must be adequately sized.

• Replace fuse boxes. Fuse box must be adequately sized

• Replace conduits and cables up streams, down streams and damaged items

• Add 200A disconnect with 440V outlet. Provide and install 400V outlet (1 each). See attachment 3 – Floor plan layout.

• Provide and install 30 Amp equipment outlets (2 each). See attachment 3 – Floor plan layout. Note: Designer shall replace the load as needed for the outlet.

• Testing and commissioning of electrical systems.

2.4 SEISMIC REHABILITATION: Comply with UFC 3-301-01 Structural Engineering for Buildings and UFC 3-310-04 Seismic Design of Buildings for seismic rehabilitation requirements.

2.4.1 BID OPTION ITEMS: HAZARDOUS MATERIAL ABATEMENT:

Provide cost for hazardous material abatement and remediation as required to perform the scope of work for the building. Any hazmat found during the project will be remediated by using Option 1-unit prices to adjust the contract.

1) Provide lead abatement for 608 SF of area for B18009 (interior)

2) Provide lead abatement for 1698 SF of area for B18004 (exterior + interior)

2.5 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 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 work would be performed using the Bid Option 1-unit pricing.

2.6 HAZARDOUS MATERIAL ABATEMENT: Contractor shall perform hazardous material assessment prior to start of repair work including demolition work and submit final report to the government with recommendations for abatement and remediation. Bid option applies only when Bid Option is applied where repair work will impact hazardous materials, the contractor shall abate the hazardous materials in accordance with all local and federal guidelines for safe removal and disposal prior to start of repair work. After proper abatement of the hazardous materials, patch and prepare the impacted areas to receive new finish. All other 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. Coordinate abatement work with Contracting Officer well in advance to ensure proper notification to all occupants and the Command.

Environmental Requirements: Where hazardous materials are found, abatement and remediation shall be done. All other 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. Hazardous Materials shall be used, 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.

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 Contracting Officer with regards to consultations with NFM 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.

2.7 SUBMITTALS: All projects with construction cost greater than $150,000 shall utilize the Electronic Construction and Facility Support Contract Management System (eCMS) in accordance with specification 01 31 23.13 20. In addition to the submittals required under the basic contract, submit the following:

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. Construction Plans and Specifications (Contractor will not be allowed to start construction without the Government approved plans and specifications)

2.8 SAFETY REQUIREMENTS: See contract under Task Order shall meet the requirements as outlined in the basic contract.

2.9 QUALITY CONTROL REQUIREMENTS: See contract under Task

Order shall meet the requirements as outlined in the basic contract.

2.10 PERFORMANCE PERIOD: 300 calendar days. The performance period includes all required procurement of materials, construction, testing, corrections if required, final testing, acceptance and other requirement necessary to deliver a complete and usable facility.

3. SITE ANALYSIS

3.1 EXISTING SITE CONDITIONS: The sites are located at various location inside Andersen Air Force Base.

4. BUILDING / FACILITY REQUIREMENTS

4.1 DESIGN AND CONSTRUCTION REQUIREMENTS: In addition to the codes and standards listed in Part 2 and Part 4 of the Basic Contract, 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.

a. Unified Facilities Guide Specifications (UFGS)

b. Unified Facilities Criterias (UFCs) and Facility Criterias (FCs)

c. Unified Facilities Criteria (UFC) 1-200-01, General Building Requirements

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

Building Requirements

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

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

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

h. NBG Installation Appearance Plan (IAP)

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

j. International Building Code (IBC)

k. International Mechanical Code (IMC)

l. National Electric Code (NEC)

m. Life Safety Code, NFPA 101

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

o. Explosive Safety Submission (ESS)

p. International Fire code (IFC), Latest Edition

q. International Plumbing Code (IPC), Latest Edition

r. UFC 03-100-10 Architecture

s. UFC 03-600-01 Fire Protection Engineering

t. UFC 03-601-02 Operation and Maintenance: Inspection, texting and Maintenance of Fire Protection Systems

u. UFC 4-010-01 DOD Minimum Antiterrorism Standards for Buildings

v. UFC 4-021-01Design and O&M: Mass Notification System

w. NFPA 780 Standards for the Installation Lightening Protection System

x. UFC 3-580-01 Telecommunication Interior infrastructure planning and design

y. UFC 4-010-06 Cyber security of Facility – Related Control Systems

z. ASHREA Standard and Handbook

aa. UFC 1-400-02 Design Engineering Weather Data

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.

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 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 task order 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:

Contractor shall comply with UFC 1-200-02 High Performance and Sustainable Building Requirements, UFGS Section 01 33 29.05 20 Sustainability Requirements for Design- Build, and other pertinent directives. Provide narrative describing minimum sustainable characteristics of materials and systems used in project. Provide narrative describing sustainable goals and completed sustainability checklist. Register the project with a third-party certification organization and have the sustainability submittal documentation certified to meet the requirements.

Integrate sustainable guiding principles into the design, development and construction of the project. Reduce the total cost of ownership of the facility using a whole building, life-cycle approach. Provide integrated sustainable design strategies and features to minimize the energy consumption of the facilities; conserve resources; minimize adverse effects to the environment; and improve occupant productivity, health, and comfort.

Development and implementation of a green procurement plan is required by AFI 32- 7080. Contractor shall conform to applicable procurement requirements found in Section 6002 of RCRA; 40 CFR 247; Executive Orders 13423 and 13514; and Federal Acquisition Regulation (FAR) Subparts 23.2, 23.4, and 23.7.

4.3 ENERGY CONSERVATION: Comply with the UFC 1-200-02 High Performance and Sustainable Building Requirements and ASHRAE/IESNA Standard 90.1-2013 “Energy Standard for Buildings Except Low-Rise Residential Buildings” in accordance with ECB 2014-02. Building systems replaced under this project shall comply with the current requirements for that building system even where not required by the standard.

For example, a constant volume air handing unit shall be replaced with a variable air volume air handling unit where a variable air volume air handling unit is required by the standard for a new building.

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 ACCESSIBILITY REQUIREMENTS:

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

4.6 CONTRACTOR ACCESS TO SENSITIVE AREAS: For areas

requiring contractor access to sensitive areas, 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.”

RENOVATE AIRCRAFT EQUIPMENT MX FACILITIES

B18004 AND B18009

PART 2 ATTACHMENTS

Attachment 1 – Location Map B18004

Building 18004

Note: Location Map is notional for reference only and to assist as a visual aide. The contractor shall field verify existing condition prior to start of design and construction work.

Attachment 2 – Location Map B18009

Building 18009 -

Note: Location Map is notional for reference only and to assist as a visual aide. The contractor shall field verify existing condition prior to start of design and

Attachment 3 – Floor Plan B18004 with notes

Note: Floor Plan is notional for reference only and to assist as a visual aide. The contractor shall field verify existing condition prior to start of design and