Attachment 1 - Statement of Work (18 April 2022).pdf

36TH CIVIL ENGINEER SQUADRON

RENOVATE MUNS BUILDING, B-9000

ANDERSEN AIR FORCE BASE

GUAM

DESIGN-BUILD PROJECT

PROJECT NO. AJJY 22-1051

18 APRIL 2022

FINAL DESIGN

Project Title: Renovate MUNS Building, B-9000 Work Order Number Andersen Air Force Base, Guam AJJY 22-1051

TABLE OF CONTENTS

PART 1 STATEMENT OF WORK / PROJECT PROGRAM

PART 2 ATTACHMENTS

Attachment 1 - Location Map

Attachment 2 - Drawings (For reference only)

- Concept floor plan

- Map showing locations for power and ports

- As-built drawing of existing fire alarm system

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 REQUIREMENTS…………………………………………Not Used

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

36TH CIVIL ENGINEER SQUADRON

1. PROJECT DESCRIPTION

1.1 OVERVIEW: This is a Design-Build project to renovate MUNS building, B-9000 at Andersen Air Force Base, Guam. The scope of work includes, but not limited to realigning the interior walls to fit mission requirements, constructing new SIPR room, moving old COMM cabinet with all COMM lines into a new full size COMM cabinet including providing new patch panel, providing new COMM ports and power outlets throughout the building including all cabling/wiring, providing new power panels, providing new split AC units, relocating/providing new ceiling mount LED fluorescent light fixtures, replacing complete acoustical ceiling tiles, providing new carpets and VCT tiles, relocating security cameras affected by renovation, installing/relocating new/existing doors including security doors, providing a new combined fire alarm/mass notification system, painting interior and exterior walls and applying silicone roof coating. Restore all existing fixtures, structures 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 building occupants and adjacent facilities.

Contractor shall minimize interruption for 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 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 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.

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

2.2 WORK PHASING AND RELOCATION WORK: NA

Planning & Coordination: Any outage required shall be coordinated with the user/base utility.

2.3 DEMOLITION AND REMOVAL:

a) Conduct all hazardous material testing intended for replacement/repair that are affected by the scope of work as per EM 385 -1-1 to include lead and asbestos by an approved industrial hygienist. Provide the test report for approval.

b) Remove the partition walls of the existing COMM room including the door and dispose. All exiting UT panels on the walls shall be secured and reinstalled after renovation.

c) Remove the wall at the middle of the Munitions Control room from the back wall up to the fire alarm panels as shown in the proposed floor plan and dispose.

d) Relocate the wall and the security door in between the reception and the munitions control to match the alignment of the remaining wall.

e) Remove the window of office 2 and dispose.

f) Demo two locations on the exterior wall at the back side to provide two new exterior doors as shown in the proposed floor plan.

g) Remove the complete elevated floor around the existing SIPR location to match the floor level of other areas and dispose the debris.

h) Remove the door in between the existing SIPR and the munitions control for relocating another security door at this place.

i) Relocate the existing security door between the existing SIPR and Office 5 to the location between existing SIPR and Munitions Control after adjusting the floor level of the room.

j) Remove all the walls and the wood door in between SIPR and Office 5 and dispose.

k) Remove the two walls of Office 4 for space expansion as shown in the proposed floor plan and dispose.

l) Remove the exterior door of Office 4 and dispose for closing the opening with CMU.

m) Remove the wall and door at the entrance of women’s rest room for realignment as shown in the proposed floor plan and dispose.

n) Remove the wall at the end of corridor between Office 5 and the rest rooms for a width of 3 feet for rest room access.

o) Remove all the ceiling tiles including the grids from the whole building except the rest rooms and dispose. Care shall be taken not to disturb the COMM and security cables on the ceiling.

p) Remove all the floor tiles and carpets from the whole building except the rest rooms and dispose.

q) Waterblast the roof slab for silicone roof coating and all the exterior walls for exterior wall painting. Newly covered CMU walls shall be treated before applying paints.

r) All affected areas due to the construction including roadway, compound wall, utility lines, paintings, signs, etc. shall be restored to the original conditions at no cost to Government.

s) Remove the entire obsolete existing fire alarm system and appurtenances.

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 BOS 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:

Common for all items: 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.

a) Provide a complete design for realigning the rooms of B-9000 as per the attached concept floor plan and the power & data location map. Provide necessary architectural, structural, mechanical, electrical, COMM and fire protection designs to meet all the necessary requirements.

b) Provide new gypsum board wall to separate office 1 & 2 through the middle of the room as shown in the concept floor plan with all finishes to match other walls and provide a new hardcore door and jamb with all hardware including door closure.

c) Close the window opening in office 1 with reinforced CMU wall and provide plaster finish to match the existing walls.

d) Provide a new security exterior steel door at the munitions control, near office 1, with panic hardware and all security accessories. Relocate the two existing security cameras in the munitions control area to fit the renovations.

e) Provide complete finishes to the relocated wall between the reception and the munitions control. Provide new security door jamb and install the relocated door with all security accessories. Relocate all the existing security camera and accessories on the relocated wall and door.

f) Provide a new reception area of about 17’-0” x 10’-0” as shown in the concept floor plan with new gypsum board wall. Provide a ½” thick glass panel of size 4’-0” x 3’-0” at the middle of the long wall. Provide 2 EA recessed security extended deal trays below the glass panel for gate pass dealings. Provide 1 EA stainless steel speak through grill of about 4 inch diameter on the glass panel.

g) Provide a new SIPR room, 12’-0” wide, as shown in the concept floor plan meeting necessary sound attenuation insulations on all four walls. Provide new gypsum board walls all around the four walls with all finishes. Provide a new hard core door with all hardware including door closure to meet SIPR room requirements including demo of the existing wall to fit the door.

h) Provide necessary wall finishes including new gypsum board walls as required on both sides of the demolished elevated floor between munitions control and office 5.

i) Provide a new security door jamb for the security door to be relocated from the existing office 5 entrance to the door in between munitions control and office 5, refer the concept floor plan.

Install the door with all security accessories.

j) Provide new gypsum board walls and 1 EA interior wood door with all door hardware including door closure for both offices #3 and office #4 with about 8’-0” x 10’-0” room size.

Make sure to leave a 3’-0” clear width for the corridor in between both offices 3 & 4 as shown in the concept floor plan for rest room access.

k) Close the exterior door opening in office 4 with reinforced CMU wall and provide plaster finish to match the existing walls.

l) Provide new gypsum board wall in between office 4 and the women’s rest room as shown in the concept floor plan. Provide 1 EA new interior door with all hardware for the realigned women’s rest room wall.

m) Provide 1 EA steel exterior door with all hardware including panic hardware for the back wall of office 5 as shown in the concept floor plan.

n) Provide necessary complete finishes for all the disturbed walls due to the renovation to match existing including plastering and painting. Provide new door jambs to match the new doors with all finishes.

o) Provide new 2’-0” x 2’-0’ acoustical ceiling tiles including new grids all over the complete facility excluding the rest rooms. Replace the ceiling tiles and grid in the rest room areas with new wherever the walls are realigned as required.

p) Provide new carpets for the SIPR room and munitions control room including cove base all around.

q) Provide new VCT tiles 12”x12” size including cove base all around for office 1, office 2, reception, office 5, office 3 and office 4 including all the corridors.

r) Provide 60 mil thick silicone roof coating for the entire roof of the building including minor crack repairs on the roof. Provide stainless steel flashing all around the edges with raised flashings above door openings.

s) Provide complete interior and exterior wall painting to include all the new and existing walls.

Provide painting for all the new and existing wood and steel doors. Doors with other finishes shall be given same finishes to match existing.

t) Provide additional new energy efficient split AC units with a minimum of 25 seer including all electrical connections, disconnects and accessories for office 2, munitions control, reception, SIPR room, office 5, office 3 and office 4. The capacity for each AC unit shall be assessed considering the existing conditions.

u) Replace the exhaust fans in men’s and women’s rest rooms with heavy duty exhaust fans.

v) Relocate all the existing LED fluorescent light fixtures to suit the new realignment satisfying necessary luminous requirements. Provide additional LED fluorescent light fixtures to meet the requirements including all the wiring. Provide necessary switches to fit the new alignment.

w) Provide new duplex power outlets and four pair data/voice COMM outlets on all the walls as shown in the map for “power and ports”. Provide a new power panel to meet all the power requirements as per design. Provide a new full size COMM cabinet with all accessories including new patch panel and switch as required for supporting all the COMM outlets including the existing outlets. Move all the COMM cables from the existing cabinet to the new cabinet and remove the old cabinet. Provide complete electrical wiring and COMM cabling for a complete usable product for all power and COMM outlets. Terminate the COMM cables of the outlets at the patch panel and conduct all necessary tests for government approval.

The patch panel and the switch shall be connected by the contractor.

x) Relocate all the other UT panels around the existing COMM room to the nearest walls and conduct tests for proper operation for approval.

y) Provide a new, combined fire alarm/mass notification system. Conduct all necessary tests for approval.

z) Provide additional fire extinguishers with cabinets to meet requirements as per design.

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

bb) Provide emergency lights as per design to meet requirements.

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.

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. 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.

2.8 HAZARDOUS MATERIAL ABATEMENT: Where hazardous materials are found, abatement and remediation shall be done as part of the Bid Options. Abate 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 Contracting Officer well in advance to ensure proper notification to all occupants and the Command.

Environmental Requirements: 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 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.

2.10 SUBMITTALS:

a. RFP BID OPTION ITEMS:

1. Bid Option: Hazardous materials abatement:

Provide costs 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 the Option 1 unit prices to adjust the contract.

a) Provide asbestos abatement for 100 SF of area

b) Provide lead abatement for 500 SF of area

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. 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: Not required

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.

Design Drawings: Prepare using AutoCAD 2012 formatted for ANSI D (22” x 34”) sheets. The Ready for Construction submission shall be stamped and signed by the Designer of Record (DOR).

Submit all CAD files for the final drawings on CD-ROM or DVD disks in AutoCAD 2012 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 Design Analyses and 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, specifications, and other documents. The electronic signatures shall be printable and viewable in Adobe Acrobat Reader with no additional software.

Provide the following submittal packages:

a. 35% Design Documents Submittal: Submit three (3) hard copies and three (3) electronic PDF format copies on CD-ROMs of the following: 11” x 17” half-scale drawing sets, Construction Schedule and Basis of Design. Specification can be submitted with 60% design. Allow 14 calendar days for Government review.

b. 60% Design Documents Submittal: Submit two (2) hard copies and three (3) electronic PDF format copies on three (3) CD-ROMs of the following: 11” x 17” half-scale drawing sets, completed specifications with cleared Section and Bracket Verification reports, Construction Schedule, Basis of Design, annotated review comments, and submittal register. Allow 14 calendar days for Government review.

c. 100% (Pre-final) Design Documents Submittal: Submit two (2) hard copies and three (3) electronic PDF format copies on three (3) CD-ROMs of the following: 11” x 17” half-scale drawing sets, completed specifications with cleared Section and Bracket Verification reports, Construction Schedule, Basis of Design, annotated review comments, and submittal register. Fire protection shop drawing level designs with manufacturer’s catalog data, specifications and calculations must be provided by the Pre-final design submittal. Allow 14 calendar days for Government review.

d. “Ready for Construction” (RFC) Documents: The RFC documents include all documents required for the Final Design Documents. Submit electronic PDF format copies on three (3) CD- ROMs of the following: Sealed and Signed 11” x 17” half-scale Drawings, Sealed and Signed Specifications, Construction Schedule, Sealed and Signed Basis of Design, annotated Review Comments, and submittal register.

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 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.

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

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 in accordance with specification 01 78 24.00 20.

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

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

2.13 PERFORMANCE PERIOD: 420 calendar days.

3. SITE ANALYSIS

3.1 EXISTING SITE CONDITIONS: The site is located on AAFB

3.2 SITE DEVELOPMENT: NA

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 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 CME or ET. The Government will coordinate with State Historic and Preservation Officer (SHPO) for direction and guidance.

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 (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 (UFCs) and Facility Criteria (FCs)

c. Unified Facilities Criteria (UFC) 1-200-01, DoD Building Code (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. NAVFAC Humid Area Design Criteria, 01 March 2005

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

(eOMSI)

r. 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.

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: 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.

Comply with Guiding Principles Validation section of UFGS Section 01 33 29.05 20 Sustainability Requirements for Design-Build.

Comply with UFC 1-200-02 High Performance and Sustainable Building Requirements. Additional specific sustainability requirements are found in this document.

Comply with UFGS Section 01 33 29.05 20 Sustainability Requirements for Design-Build, and other pertinent directives. Additional specific sustainability requirements are found in this document. 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.

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.

In addition, for new buildings and major renovations, design the building to achieve at least a 30% energy consumption reduction from ASHRAE 90.1-2013 baseline in accordance with the requirements included in UFC 1-200-02 High Performance and Sustainable Building Requirements.

4.4 BUILDING COMMISSIONING: NA

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): NA

4.8 CONTRACTOR ACCESS TO SENSITIVE AREAS: For projects requiring contractor access to sensitive areas, federally controlled facilities, the contractor shall coordinate access requirements with the customer security manager. 734 AMS is a controlled area.

5. ROOM REQUIREMENTS

“Not used”.

6. ENGINEERING SYSTEMS REQUIREMENTS (ESR)

A10 Foundations; NA A20 Basement Construction; NA B10 Superstructure; NA B20 Exterior Enclosure;

B30 Roofing;

C10 Interior Construction;

C20 Stairs; NA C30 Interior Finishes;

D10 Conveying Systems; NA D20 Plumbing; NA

D30 HVAC;

D40 Fire Protection Systems;

D50 Electrical Power and Lighting;

E10 Equipment; NA E20 Furnishings; NA F10 Special Construction; NA F20 Selective Building Demo G10 Site Preparations; NA G20 Site Improvements; NA G30 Site Mechanical Utilities; NA G40 Site Electrical Utilities; NA

B20 EXTERIOR ENCLOSURE

B2010 EXTERIOR WALLS

The primary exterior material of the building shall be concrete masonry to match existing adjacent structures.

Insulation

Provide continuous insulation to exceed requirements of UFC 3-101-01 Architecture and ASHRAE

90.1 per the project's energy savings requirements as required.

B2030 EXTERIOR DOORS

Provide solid door assemblies as required. Exterior doors and frames shall be non-corroding prefinished aluminum as per ACBDS.

Door hardware finish shall be chrome-plated brass or bronze, or stainless steel. The locks shall be Best with interchangeable cores as per AAFB requirements.

Exterior Door Hardware Provide hardware keying compatible with the existing base-wide keying system. Replacement interchangeable cores shall be compatible with the Best Lock system.

B30 ROOFING

Provide a complete new insulated roof system design and construction services for the entire facility roof system, and including all necessary ancillary and incidental work necessary for a complete, new, watertight roof system installation.

B3010 ROOF COVERINGS

Remove all the existing roofing and flashing down to the deck. Properly dispose of the demolished materials in a landfill.

For reroofing Low Slope Roofing (less than 3 in 12) construction the roof system shall be elastomeric fluid-applied silicone with non-woven polyester full fabric reinforcement, 60 mils DFT new application, 45 mils DFT application on existing coating.

Re-roof systems over existing construction may slope a minimum of 1/4 inch per foot when slope must be accomplished with a tapered insulation system.

Provide all new insulation, roof membrane, membrane flashing, sheet metal flashing materials, and accessories and incidental work necessary for a complete, new, watertight modified bitumen roof system installation.

For replacement of existing roof top insulation roofing system above roof deck shall be minimum R-20 over environmentally controlled interiors absent of interior insulation.

B3020 PERFORMANCE REQUIREMENTS

The installed roof system shall be watertight; free of defects in materials and workmanship; free of damage, including blisters, delamination, cuts, scratches, abrasions, and patchwork; provide for positive drainage of the roof surface area; and suitable for the climatic and service conditions of the installation.

The roof system shall provide Class A or Class B fire resistance, as tested by standard ASTM, FM, or UL procedures.

B3040 ROOF WARRANTY

Provide a manufacturer no-dollar-limit 10-year water tightness warranty for the total roof system, including flashings.

Manufacturer’s warranty shall provide for full removal and replacement of failed, defective, and damaged roof system materials or installation workmanship in the event of water intrusion into or through the roof system, and repair of defects such as blistering, delamination, open seams, cracking, splitting, and excessive weathering. Warranty for corrective action shall not be limited in dollar value.

Provide minimum two-year contractor warranty against defects in installation workmanship.

Contractor warranty shall provide for full removal and replacement of failed or defective workmanship and damaged materials, including sheet metal flashings.

B3050 ROOF SPECIFICATION AND DETAILING

All work, materials, installation and details shall be in accordance with all applicable Unified Facilities Guide Specification (UFGS) materials and installation requirements. UFGS’s are referenced in PTS B30 and are available at www.ccb.org. Provide for complete rough carpentry, roof insulation, roof covering, sheet metal flashing, and other components necessary to complete the installation.

Utilize the applicable UFGS for development of the roof membrane specification. Edit for application to the specific project and compliance with the RFP. Provide complete rough carpentry, roof insulation, and sheet metal flashing specification sections coordinated and compatible with the membrane specification.

All details shall be in accordance with recommendations and guidelines of the National Roofing Contractors Association (NRCA) Roofing and Waterproofing Manual and Construction Details and as required by the RFP.

The roof system shall comply with the applicable requirements of the International Building Code.

Refer to UFC 3-110-03, Roofing, and UFC 3-100-10, Architecture for additional technical requirements for the roof system to be installed.

B3070 QUALITY CONTROL PROGRAM

Contractor shall establish a quality control program to assure adherence to the RFP design and construction requirements and to report on the installation quality. Contractor shall conduct acceptance testing of the roofing systems with government representative and provide roofing system certificates attesting that the roofing system installed meets the RFP requirements.

C10 INTERIOR CONSTRUCTION

C1010 PARTITIONS

Fixed Partitions

Provide fixed interior partitions, except where demountable or retractable partitions are specifically required. Sound-rated partition assemblies shall have a minimum Sound Transmission Coefficient (STC) of 36 in accordance with ASTM E 90 or ASTM E 413 for frequency data.

Interior fixed partitions shall metal studs with gypsum board on each side.

C1020 INTERIOR DOORS

Provide wood interior doors except where metal doors are required for durability or to meet fire ratings. Interior doors not required to be metal shall be wood to match the appearance of the existing doors.

Interior Door Hardware Provide the services of a Certified Door Hardware Consultant to prepare the door hardware schedule.

Provide hardware keying compatible with the existing base-wide keying system. Replacement interchangeable cores shall be compatible with the Best Lock system as per AAFB requirements.

C30 INTERIOR FINISHES

C3010 WALL FINISHES

All interior concrete masonry partitions shall be painted to match existing.

Unless noted otherwise, all interior gypsum board wall partitions shall be painted gypsum board.

All interior wall finishes shall be as indicated in the Room Finish Schedule.

C3020 FLOOR FINISHES

Primary floor finish shall be vinyl composition tile, except areas shown for carpeting.

Floor finishes and wall base shall be as indicated in the Room Finish Schedule.

C3030 CEILING FINISHES

Primary ceiling finish shall be 12 inch by 12 inch by 5/8 inch minimum thickness suspended acoustical panel ceiling system. Acoustical ceiling panels shall have a regular edge.

Ceiling finishes shall be as indicated in the Room Finish Schedule.

C3040 INTERIOR COATINGS AND SPECIAL FINISHES

Paint new and previously painted interior surfaces including walls, doors, trim, ceilings as well as all interior exposed metal items, to include interior grilles, registers, diffusers, access panels, and panel boxes.

All finish coatings shall be as indicated in the Room Finish Schedule.

D30 HVAC

HVAC SYSTEM REQUIREMENTS

Provide energy efficient split units with a minimum 25 seer with all accessories for a complete useable product.

D40 FIRE PROTECTION SYSTEMS

Refer to Part 4 Section D40 for performance requirements of the building elements included in the fire protection systems. Design and construction must comply with all requirements in UFC 1-200-01, UFC 3-600-01 and UFC 4-021-01 where applicable. Refer to Whole Building Design Guide website (https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc) for the latest UFC copies.

SYSTEM DESCRIPTION

Provide a new, combined fire alarm/mass notification system in the facility.

GENERAL SYSTEM REQUIREMENTS

Provide working space around all equipment. Provide concrete pads under all equipment. Provide all required fittings, connections and accessories required for a complete and usable system. All equipment shall be installed per the criteria of PTS section D40 and the manufacturer’s recommendations. Where the word "should" is used in the manufacturer's recommendations, substitute the word "shall". All manufacturer’s recommendations shall be mandatory requirements.

The advisory provisions of all codes, requirements, and standards shall be mandatory; substitute words such as “shall”, “must”, or “required” for words such as “should”, “may”, or “recommended,” wherever they appear. The results of these wording substitutions incorporate these code and standard statements as requirements. Reference to the “authority having jurisdiction” shall be interpreted to mean “Contracting Officer”. Comply with the required and advisory portions of the current edition of the standard at the time of contract award.

All Design Documents, (i.e. Basis of Design, Building Code/Life Safety Analysis, plans, specifications, and calculations) developed for Section D40 shall be prepared by, or under the supervision of the design/build contractor's Qualified Fire Protection Engineer, the Fire Protection Designer of Record (QFPE). The QFPE must have no business relationships (owner, partner, operating officer, distributor, salesman, or technical representative) with any fire protection equipment device manufacturers, suppliers, or installers for any such equipment provided as part of the project. The QFPE shall be an integral part in every aspect of the design as it relates to fire protection, which includes, but is not limited to, building code analysis, life safety code analysis, design of automatic detection and suppression systems, water supply analysis (including witnessing hydrant flow tests), and a multi-discipline review of the entire project. This review shall be a part of the Contractor’s design quality control program, included in the design quality control plan, and shall be documented and submitted with the design development submittals.

The QFPE’s roles and responsibilities as it pertains to project milestones shall be clearly defined in the prime contractor’s Design Quality Control Plan (DQCP), subject to government approval prior to the PAK meeting.

The awarded Contractor must have a firm contractual agreement with a QFPE in accordance with UFC 3-600-01. Provide a copy of this contractual agreement at the project kick-off meeting. The QFPE must provide a copy of the QC Plan to the Government FPE at project kick-off meeting. The QFPE must have no business relationships (owner, partner, operating officer, distributor, salesman, or technical representative) with any fire protection equipment device manufacturers, suppliers, or installers for any such equipment provided as part of the project.

All design submittals shall meet the requirements of FC 1-300-09N, including drawings, specifications, and calculations. Provide three (3) submittals meeting the corresponding requirements as defined in FC 1-300-09N: Design Development (65%), Pre-Final (100%), and Final. With each submittal, the contractor shall provide a copy of all comments, responses to comments, and indicate the location of any changes made in the submittal. Include internal QFPE comments and responses to comments. In addition, the final submittal must address all internal QFPE comments and re-reviewed by QFPE prior to government submission or it may be rejected.

Fire protection shop drawing level designs with manufacturer’s catalog data, specifications and calculations must be provided by the Pre-final (100%) design submittal. Earlier design submittals must provide fire sprinkler and fire alarm drawings required by Facilities Criteria FC 1-300-09N.

The QFPE shall be present, at minimum, for the Post Award Kickoff (PAK) meeting. The QFPE shall be present onsite, at minimum, for initial field investigation, hydrant flow tests, firestopping inspection, 100% pre-final testing, and final acceptance testing with the Government FPE. Additional site visits by the QFPE may be necessary to ensure that all fire protection and life safety systems are being constructed and installed in accordance with the design documents, approved construction submittals, and manufacturer’s requirements. Final acceptance testing shall be scheduled, at minimum, two weeks after 100% pre-final testing. The QFPE must submit all field investigation reports summarizing findings.

Installation drawings, shop drawings or working plans, calculations, other required pre-construction documentation and as-built drawings shall be prepared by, or under the direct supervision of a NICET engineering technician as specified below. NICET engineering technicians shall hold a current certification as an engineering technician in the field of Fire Protection Engineering Technology with minimum Level III certification in the appropriate subfield.

The QFPE shall coordinate, collect, verify, and provide, record drawings and documentation of successful inspection and testing required by NFPA codes and standards. With the request for final acceptance testing with the Government FPE, the QFPE shall submit a signed letter summarizing specifically what work was performed under this contract, including what items were interfaced (or not) that may have already existed, and that all contract requirements have been satisfactorily accomplished by the prime contractor. Provide a clear system narrative and complete equipment inventory list suitable for directly modifying the base fire protection systems maintenance contract.

Provide training for the active systems consisting of two (2) four (4)-hour sessions to accommodate all shifts of the base fire department and maintenance shops and allow for rescheduling for unforeseen fire department responses. The on-site training shall cover maintenance requirements of UFC 3-601-02 specific for this facility and all items contained in the approved Operating and Maintenance Instruction. A training syllabus shall be submitted for government approval.

D4010 FIRE ALARM AND DETECTION SYSTEMS

Provide an integrated fire alarm (FA) and mass notification (MNS) system capable of notifying building occupants in the facilities. Demolish the existing fire alarm system (to include fire alarm rough-in conduits, boxes, and wirings) after the new fire alarm system is accepted by the Government FPE, or provide mitigation measures approved by the AAFB Fire Department. Patch, paint, and otherwise repair all damaged or discolored surfaces to match the existing architectural finish. Provide a complete, electrically supervised, addressable intelligent, manual and automatic, annunciated fire alarm and detection system throughout the facility. This integrated system shall be capable of notifying building occupants by means of tones, strobes, textual messages, pre-recorded and live voice announcements.

The fire reporting portion of the system shall be compatible with the existing base fire reporting system.

The fire alarm control panel shall be sized to accommodate all individually identified sensors for this project and have an additional 25% spare individually identified sensor capacity. The FACP shall have a walk test feature. When using this feature, operation of initiating devices shall result in limited system outputs, so that the notification appliances operate for only a few seconds and the event is indicated on the system history, but no other outputs occur. The fire alarm control panel and supplemental control panels shall be located in a year-round conditioned space within the building.

Exposed conduit shall…