Attachment 1 - Statement of Work (28 JAN 2022).pdf

Renovate MSG HQ and Install LPS1 Grounding AJJY 22-1059, Andersen Air Force Base (AAFB), Guam

36TH CIVIL ENGINEER SQUADRON

Renovate MSG HQ and Install LPS1 Grounding

B23028 Andersen Air Force Base (AAFB), Guam

DESIGN-BUILD PROJECT

PROJECT NO.: AJJY 22- 1059

28 JAN 2022

…. SAFETY FIRST ….

TABLE OF CONTENTS

PART 1 STATEMENT OF WORK / PROJECT PROGRAM

PART 2 ATTACHMENTS

Attachment 1: Site Plan

Attachment 2: Floor Plan B23028

Attachment 3: Photos

PART 1

STATEMENT OF WORK / PROJECT PROGRAM

Table of Contents

CHAPTERS

1. PROJECT DESCRIPTION

2. PROJECT OBJECTIVES

3. SITE ANALYSIS (Not used)

4. BUILDING/FACILITY REQUIREMENTS

1. PROJECT DESCRIPTION

1.1 OVERVIEW:

1.2 This is a “Design-Build” project to replace the old and worn-out carpet and wall paneling at MSG Main Lobby area and Offices. The work also includes the installation of lightning protection and grounding systems to protect the communication equipment from sudden surge of voltage from lightning.

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 and adjacent facilities. 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 B23028 Andersen Air Force Base (AAFB). Refer to attached site map.

2. PROJECT OBJECTIVES

2.1 SCOPE OF WORK:

The contractor shall provide all design, labor, materials, equipment, permit & clearances, architectural & engineering services, transportation, supervision, and other miscellaneous incidental work required to complete the work as described above. Project work scope will include:

1. To replace carpets at Offices and Hallways.

2. Relocate dark bronze anodized aluminum single door with threshold.

3. Adjust ceiling tiles and metal studs/runners for the door relocation.

4. Prepare painted low wall panels to match varnished the adjacent wood wall panel coverings.

5. Replace office door at Hallway with the squadron etched emblem at door glass.

6. Provide Lightning Protection and grounding system at the roof antenna including down conductors, air terminals, ground rods or helical ground and anodes.

2.2 WORK PHASING AND RELOCATION WORK: The work shall be phased as the current building occupants are to remain in the building and will require minimal impact to their operations.

2.3 DEMOLITION AND REMOVAL:

a. The contractor will be responsible with coordination work with the facility manager to minimize the impact on the operation of the facility. Make sure the demolished material are properly disposed of.

b. Conduct hazardous materials testing on all affected areas mentioned in scope of work as per EM 385-1-1 to include lead and asbestos by an approved industrial hygienist and provide the report for approval and remediation.

c. Dispose lead and asbestos as required from the report to complete the project.

2.4 REPAIR AND CONSTRUCTION WORK:

The work includes the following items:

1. To replace carpets at Offices and Hallways.

2. Relocate dark bronze anodized aluminum single door with threshold.

3. Adjust ceiling tiles and metal studs/runners for the door relocation.

4. Prepare painted low wall panels to match varnished the adjacent wood wall panel coverings.

5. Replace office door at Hallway with the squadron etched emblem at door glass.

1. 6. Provide Lightning Protection and grounding system at the roof antenna including down conductors, air terminals, ground rods or helical ground and anodes. See Attached Site Plan:

Notes:

a. Contractor shall be responsible for all costs associated with final layout, selection and installation of all equipment, cables and appurtenances.

Contractor shall ensure that all equipment, cables and appurtenances provided can fit into the allocated spaces and shall have enough space and clearance required by the manufacturer for proper operation and maintenance, and to meet code requirements.

b. 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 adequate design, and satisfactory construction of the project. The contractor shall visit the project site; consult AFC drawing archives to collect all available data on the existing infrastructure and to verify actual existing conditions.

2. This facility shall remain operational throughout the construction of the project and the contractor shall schedule their construction activities closely with the facility manager or their designated representative/s.

3. Pre-Final Inspection: The contractor shall conduct a pre-final walk through inspection with base personnel and publish the pre-final inspection findings in a pre-final inspection report. Contractor shall coordinate with government personnel no less than 14 calendar days prior to scheduled pre-final inspection. Submit pre final DD1354 to go with the pre final inspection. This should be handed in to Project Manager (PM) prior to start of pre final inspections.

4. Final Inspection: The contractor shall conduct a final inspection with base personnel and publish the findings in a final inspection report in accordance with the format specified at the pre-construction conference. The inspection shall concentrate on the items identified at the pre-final inspection and recorded in the pre-final report. A final inspection will not be performed until the punch list has been resolved. The final inspection report shall certify that all items of the design have been implemented and that the construction is complete. Contractor shall coordinate with government personnel no less than 14 calendar days prior to scheduled final inspection. At the final inspection, the contractor shall present a completed DD Form 1354, Transfer and Acceptance of Real Property to the Base Civil Engineer (BCE) or other appropriate organization for signature and acceptance.

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 3-301-01 Structural Engineering for seismic rehabilitation requirements

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 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.

2.8 HAZARDOUS MATERIAL ABATEMENT:

Where hazardous containing materials are found to be present on the building, the contractor shall notify the Contracting Officer prior to proceeding. If abatement of the hazardous materials are required, abatement and remediation shall be 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 Contracting Officer well in advance to ensure proper notification to all occupants and the Command.

Contractor (KTR) shall ensure that all required permits are obtained before construction begins. KTR 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 regard 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.

2.9 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. Construction Documents (Contractor will not be allowed to start construction without the Government approved documents below)

Design Drawings: Prepared using AutoCAD 2010 formatted for ANSI D (22” x 34”) sheets and shall include the standard 36 CES Marianas title block on each sheet.

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

Submit all CAD files for the final drawings on CD-ROM or DVD disks in AutoCAD 2010 format. Drawing files must be full files, uncompressed and unzipped.

Basis of Design: Each submission shall include a basis of design with all proposed materials including calculations to substantiate the design meets the RFP and all applicable codes.

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.

Contractor shall submit the number of copies as requested as defined under each required submission identified below. The basis of design, design drawings and specifications shall be included on a CD-ROM in addition to the required hard copy for each submission. Each submission shall be submitted to the Contracting Officer or their representative for Government review and RFP concurrence.

The Contractor shall submit a copy of the Governments 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.

Electronically seal and sign all Acrobat PDF drawings and other documents in accordance with 36 CES Design Procedures. The electronic signatures shall be printable and viewable in Adobe Acrobat Reader with no additional software.

Provide the following submittal packages:

a. 60% Design Submittal: 45 calendar days following the date of delivery order.

Submit two (2) hard copies of the following items: 11” x 17” half-scale drawing sets, edited specifications, preliminary construction schedule and basis of design; and electronic pdf copies on two (2) CD-ROMs. Allow 14 calendar days for Government review.

b. 100% design submittal: 30 calendar days following receipt of Government review comments on the 60% design submittal. Submit two (2) hard copies of the following items:

11” x 17” half-scale drawing sets, completed specifications with cleared Section and Bracket Verification reports, preliminary construction schedule, basis of design, annotated review comments, and submittal register; and electronic pdf copies on two (2) CD-ROMs. Allow 14 calendar days for Government review.

c. “Ready for Construction” (RFC) documents: 14 calendar days following receipt of Government review comments on the 100% design and notice to proceed with Ready for Construction documents. The RFC documents include all documents required for the 100% submission finalized. Submit two (2) copies of the following items:

signed and sealed 11” x 17” half-scale drawing sets, signed and sealed specifications, preliminary construction schedule, basis of design, annotated review comments, and submittal register; and electronic pdf copies on two (2) CD-ROMs.

The following requirements apply to the CD ROM.

1. Provide native and pdf files for all documents included on the CD ROM.

2. A .pdf file(s) of the final documents shall be provided in the following formats: The entire document shall be provided as one 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.

d. 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.]

e. Closeout Submittal Requirements:

1. Submit Record Drawings to the Contracting Officer or their representative in ANSI D (22” x 34”) size sheets and two 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.

GIS Requirements: Site Map record drawings must be in standard coordinates system, in both Guam Geodetic Network and Universal Transverse Mercator (UTM) Zone 55 North, WGS84. All new and existing utilities, driveways, concrete curb, sidewalks, roads, paved and unpaved surfaces, buildings, structures, poles, signs, and primary features including supporting facilities of the project within the project’s limit must be accurately noted, both in AutoCAD and GIS format.

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

2.10 SAFETY REQUIREMENTS:

2.11.1 SITE SAFETY AND HEALTH OFFICER (SSHO) QUALIFICATIONS: The Site Safety and Health Officer for this Task Order shall meet the requirements of Level 2.

2.11 QUALITY CONTROL REQUIREMENTS:

2.12.1 QUALITY CONTROL (QC) MANAGER QUALIFICATIONS:

Submit resume and certification of all personnel who will be assigned to this project. QC Managers must have minimum of Level 2

2.12 PERFORMANCE PERIOD: 240 calendar days.

3. SITE ANALYSIS

3.1 EXISTING SITE CONDITIONS:

The site is located on Building B23028, Andersen Air Force Base, Guam.

3.2 SITE DEVELOPMENT: N/A

3.3 EXPLOSIVE SAFETY SUBMISSION (ESS) REQUIREMENTS:

If any portion of the referenced scope of work requires ground intrusion activities or excavation work, the contractor will be required to adhere to Joint Region Marianas' (JRM) Explosive Safety Submission (ESS), current amendment series. 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 supercedes 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.

Historical Artifacts

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 State Historic and Preservation Officer (SHPO) for direction and guidance.

Contractor shall also inform the PM, and Contracting Officer

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 Award Date. In case of conflict between codes, standards, regulation, and specifications, the most stringent requirements shall apply.

Contractor (KTR) 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 Facility Guide Specifications (UFGS)

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

c. Unified Facilities Criteria (UFC) 1-200-02 (2013), High Performance and Sustainable

Building Requirements

d. Unified Facilities Criteria (UFC) 1-200-01 (2013), General Building Requirements

e. Unified Facilities Criteria (UFC) 1-300-02 (2014), Unified Facilities Guide

Specifications (UFGS) Format Standard

f. UFC 1-300-08 (2009, with Change 2) Criteria for Transfer and Acceptance of DOD

Real Property

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

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

i. International Building Code (IBC)

j. National Electric Code (NEC)

k. Life Safety Code, NFPA 101

l. Munitions Response Explosive Safety Submission (MRESS), Guam Construction

Support, Amendment 7

m. UFGS 01 78 24.00 20, Part 2, Facility Electronic Operation and Maintenance Support Information (eOMSI)

n. IEEE 142, IEEE Recommended Practice for Grounding of Industrial and Commercial Power Systems

o. UFC 3-501-01, Electrical Engineering.

p. UFC 3-520-01, Interior Electrical Systems.

q. UFC 3-550-01, Exterior Electrical Power Distribution.

r. UL 467, Grounding and Bonding Equipment

s. NFPA 70B, Recommended Practice for Electrical Equipment Maintenance.

t. UL 467, Grounding and Bonding Equipment.

u. International Fire Code (IFC), Latest Edition.

v. NFPA 72, National Alarm Code, Latest Edition

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, nor shall the Contractor 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 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: Not used

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: Not Required.

4.5 ACCESSIBILITY REQUIREMENTS:

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

4.6 CYBERSECURITY

Design, acquire and execute all control systems in accordance with UFGS 25 05 11 Cybersecurity of Facility-Related Control Systems, and as required by individual Facilities Engineering Command (FEC) or Installation implementation policy. Comply with UFGS 25 05 11

– Cybersecurity of Facility-Related Control Systems and complete Cybersecurity Hygiene Checklist

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

Provide AMI meters and network interface that is compatible with the existing AMI system and consistent with the network architecture. AMI electric meters shall have integrated Ethernet interfaces with Modbus/TCP and mastering capability and be capable of storing 15-minute interval data for voltage and current (each phase), power, reactive power, power factor, harmonics, alarms, and any integrated water meter data for at least 60 days. Program and configure new equipment to communicate automatically with the system, or coordinate with the government to perform programming tasks if allowed for in this SOW.

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

D50 ELECTRICAL

The electrical design shall comply with the design criteria specified in UFC 3-501- 01, Electrical Engineering, and its referenced documents.

D5010 ELECTRICAL SERVICE & DISTRIBUTION

Provide an insulated equipment grounding conductor in new raceways for systems operating at greater than 50 volts.

D5020 LIGHTING & BRANCH WIRING

All conductors shall be copper.

G10 SITE PREPARATION: Not used

G1010 SITE CLEARING: Not used

G40 SITE ELECTRICAL UTILITIES

G4010 ELECTRICAL DISTRIBUTION

The electrical design shall comply with the design criteria specified in UFC 3-501-01 Electrical Engineering.

Underground Electric Conductors

All conductors shall be copper.

D5090 OTHER ELECTRICAL SERVICES

Provide surge Protection System at the main service entrance circuit breaker of building 23028.

-- End of Section –

Part 2 Attachments

Attachment 1: Site Plan Attachment 2: Floor Plan B23028

Attachment 3: Photos

Attachment 1:

Site Plan

1. COMPONENT FY 2022 MILITARY CONSTRUCTION PROJECT DATA 2. DATE

AIR FORCE 27-Jan-2022

3. INSTALLATION AND LOCATION

ANDERSEN AIR FORCE BASE, GUAM (PACAF)

4. PROJECT TITLE

Renovate MSG HQ and Install LPS/Grounding

5. PROJECT NUMBER

AJJY 22- 1059

BCE COORDINATION SITING APPROVED/DISAPPROVED

BASE CIVIL ENGINEER SIGNATURE DATE INSTALLATION COMMANDER SIGNATURE DATE

JONATHAN C. OSTIL, GS-14, DAF

Deputy Base Civil Engineer

JEREMY T. SLOANE

Brigadier General, USAF Commander, 36th Wing

25001

23008

23028

23007

NORTH

Project Location

MSG HQ

B23028

SITE PLAN

Attachment 2:

Floor Plan B23028

CARPET REPLACEMENT

1915 SQ FT CARPET RAPLACEMENT

1508014658C Area Measurement

1,916 SQ FT

1893.18 sq ft�

1508014658C Callout Remove & Replace Existing Carpet (Typ.)

1508014658C Callout Relocate Existing Aluminum door

1512527910C Polygon

1508014658C Callout New Location of Existing Aluminum door

CARPET REPLACEMENT

1915 SQ FT CARPET RAPLACEMENT

1508014658C Area Measurement

1,916 SQ FT

1893.18 sq ft�

1508014658C Callout 1,915 SQ FT Carpet replacement

Attachment 3:

Photos