20250603_SOW_EEPZ244329 CONVERT T1 HANGAR TO T7 UMT B995.pdf

DESIGN-BUILD STATEMENT OF WORK

PROJECT NUIMBER: EEPZ244329

CONVERT T1 HANGAR TO T7 UMT, B995

COLUMBUS AFB, MISSISSIPPI

03 JUNE 2025

COLUMBUS AFB, MS PROJECT NUMBER: EEPZ244329

TABLE OF CONTENTS

NOMENCLATURE

1.1 ACRONYMS & ABBREVIATIONS

1.2 BASIC TERMS

DESCRIPTION OF PROJECT

2.1 SUMMARY

2.2 BACKGROUND

2.3 SCOPE OF PROJECT

2.4 GOVERNMENT FURNISHED EQUIPMENT/MATERIALS

2.5 SALVAGE

DESIGN REQUIREMENTS

3.1 SUMMARY

3.2 NATURE/EXTENT OF DESIGN

3.3 RESPONSIBILITY

3.4 DESIGN STANDARDS

3.5 DRAWINGS

3.6 DESIGN SUBMITTALS

3.7 DESIGN REVIEWS

3.8 CONFERENCES

ADMINISTRATION OF CONSTRUCTION

4.1 PERFORMANCE CAPABILITIES

4.2 COMMENCEMENT, PROSECUTION & COMPLETION

4.3 SCHEDULING

4.4 MANAGING

4.5 MATERIAL SUBMITTALS AND SHOP DRAWINGS

4.6 WORK BY GOVERNMENT

4.7 PRE-FINAL AND FINAL INSPECTION

4.8 WARRANTY

4.9 CONTRACTOR OFFICE

4.10 CONSTRUCTION SITES

4.11 CONSTRUCTION EQUIPMENT

4.12 AVAILABILITY OF UTILITY SERVICES AT JOB SITES

4.13 TEMPORARY UTILITIES

4.14 CONSTRUCTION SECURITY

QUALITY REQUIREMENTS

5.1 QUALITY CONTROL PLAN

5.2 TESTING AND INSPECTION SERVICES

5.3 MANUFACTURERS' FIELD SERVICES

5.4 PRODUCT REQUIREMENTS

5.5 CLOSEOUT PROCEDURES

SAFETY, HEALTH AND ENVIRONMENTAL PROTECTION

6.1 SAFETY AND HEALTH

6.2 GENERAL

6.3 HAZARDOUS MATERIAL

6.4 PROJECT EXECUTION

6.5 HAZARDOUS WASTE GENERATION/DISPOSAL

6.6 RECYCLING

6.7 PROHIBITED MATERIAL/ACTIONS

6.8 SPILLS AND CLEANUP

6.9 AIR CONSIDERATIONS

6.10 AFFIRMATIVE/GREEN PROCUREMENT/BIO-BASED/ENERGY

6.11 ASBESTOS/LEAD BASED PAINT

6.12 DRINKING WATER

6.13 EMS

6.14 HISTORICAL AND CULTURAL ARTIFACTS

6.15 NATURAL RESOURCES

6.16 NOISE

6.17 PESTICIDES/FERTILIZERS

6.18 STORM WATER PROTECTION

6.19 REQUEST FOR CE SERVICE/ACTION/CLEARANCE; AF FORMS 332/813

6.20 TANKS

6.21 LIMITS AND EXCEPTIONS

6.22 LEGAL AUTHORITY

NOMENCLATURE

1.1 ACRONYMS & ABBREVIATIONS

AF Air Force AFI Air Force Instruction AFM Air Force Manual AFUE Annual Fuel Utilization Efficiency AHU Air Handling Unit ATFP Anti-terrorism/Force Protection BCE Base Civil Engineer CAD Computer Assisted (or Aided) Design CAFB Columbus Air Force Base CDs Construction Documents CEPM Civil Engineering Project Manager CES Civil Engineering Squadron cfm cubic feet per minute CFR Code of Federal Regulations CHW Chilled Water CMI 14CES Construction Manager Inspector CO Contracting Officer COR Contracting Officer Representative Comm Communications CPM Contractor’s Project Manager CSS Contractor’s Site Superintendent DP Design Professional EMCS Energy Management & Control System EMI Electromagnetic Interference EPA Environmental Protection Agency ETL Engineering Technical Letter FAR Federal Acquisition Regulation FCU Fan Coil Unit FM Factory Mutual

FOD Foreign Object Debris fps feet per second

ft. foot or feet GFCI Government Furnished Contractor Installed gpm gallons per minute Hazmat Hazardous Materials HMW Hazardous Material or Waste HTW Hazardous and Toxic Waste HVAC Heating, Ventilating and Air Conditioning NEC National Electrical Code NTP Notice to Proceed O&M Operation and Maintenance OSP Originally Specified Product PDF Portable Document Format PE Professional Engineer Ph Phase (electrical) PM Project Manager psi pounds per square inch QCP Quality Control Plan RFP Request for Proposal SOW Statement of Work TI Technical Instruction TL Technical Letter TM Technical Manual UFC Unified Facilities Criteria UPS Uninterruptible Power Supply VAV Variable Air Volume V Volts W Watts

1.2 BASIC TERMS

The following table provides many of the meanings of words or phrases commonly used in this document.

All directives, informative, etc. statements are directed to the Contractor even if the term “contractor” or the contractor name is not included (e.g. “Provide a nail.” is equivalent to “The contractor shall provide a nail.” And “remove” is equivalent to “The Contractor shall remove”). Also, the Contractor shall ably and competently execute all directives including all directly or indirectly related tasks required to safely and legally perform the directive (e.g. “remove debris from CAFB” includes “safe and legal removal, disposal and obtaining all necessary permits, etc.)

A device, equipment or system referred to in the singular (e.g. “the pump”, or “the ___ system”) includes all related devices, elements and components required to Provide (see below in this table) that device, equipment, or system.

The Term Shall Mean (*=Shall in Addition Mean) Approved (by CAFB) *without waiving or suspending the full force of Contractor obligation to fulfill the CDs Aspect Distinct feature or element of the project CAFB Government contracting Authority on Columbus Air Force Base

Construction Documents

Drawings, specifications and their references including all Design Criteria and Design & Construction Requirements for this Project.

Contractor The Design-Build entity holding a current Government contract including all personnel in direct or indirect employ of same entity servicing same contract including partners, consultants, subcontractors, suppliers, and manufacturers.

Design Professional (Abbreviated: DP) Professionals including Architects, Engineers and Landscape Architects licensed to practice in one or more states of the U.S.

Day Calendar day unless noted otherwise.

DP Licensed Design Professional fully responsible for all professional design on this project.

Engineer DP For example (e.g.) One among many possible examples Government Columbus Air Force Base Contracting Officer Including [Includes] Including, but not limited to [Includes, but is not limited to] Provide Furnish and install complete, functional, and ready for use without added government action Provision Furnishing & installation complete, functional, and ready for use without added government action Will, must, shall & similar Terms are mandatory directives whereby ‘Term’ = ‘Term + to CAFB satisfaction’ Work The whole or any part, product, system or subsystem of this project Replace Demolish and dispose of existing element. Provide new element of equal or greater value.

Review Review and, if and when acceptable to the government, approval Subcontractor Subcontractor and all personnel in Subcontractor’s direct or indirect employ on any given

Project including suppliers and manufacturers

DESCRIPTION OF PROJECT

2.1 SUMMARY

The Contractor must provide all plant, labor, equipment, transportation, and tools required to convert the existing T1 Hangar to the new T-7A Unit Maintenance Training (UMT) Facility. This work includes, but is not limited to civil, mechanical, electrical, plumbing, fire protection, communications, architecture, structural, and all other disciplines necessary to complete the conversion. Perform all work according to this Statement of Work (SOW), the Facility Sustainment, Restoration, and Modernization (FSRM) Planning Charrette Report (PCR), and all related AF requirements and other codes and references.

2.2 BACKGROUND

Building 995 will convert the existing T1 Hangar to the new T-7A UMT Facility. The UMT Facility will provide a new capability of maintenance training for the T-7A aircraft. The UMT Facility provides space to house specialized maintainer equipment and classrooms for instructors and students to receive training on T-7A aircraft systems. In addition to the user and facility requirements outlined in the document specified in Bullet 2.3.1, four (4) T-7A flight simulators of the Ground Based Training System (GBTS) will temporarily reside in the UMT Facility until their relocation elsewhere. These flight simulators and support equipment will require the necessary envelope upgrades, HVAC, and electrical power for full operation. Areas of work shall include a high bay trainer area for four (4) T-7A flight simulators and aircraft systems, a tool crib, classrooms, administrative area, break room, restrooms, specialized computer equipment rooms that support the simulators and support rooms for mechanical, fire protection, electrical, and communication. The high bay trainer area will accommodate one (1) Weapons Systems Trainer (WST), two (2) Operational Flight Trainer (OFT), and one (1) Unit Training Device (UTD).

2.3 SCOPE OF PROJECT

2.3.1 Design, furnish, and install all materials necessary to achieve user and facility requirements outlined in the document titled, Facility Sustainment, Restoration, and Modernization (FSRM) Planning Charrette Report (PCR) for Convert T1 Hangar to T7 UMT, B995 at Columbus Air Force Base (CAFB), except where specified otherwise in this SOW.

ARCHITECTURAL:

2.3.2 The floor and space plans of the UMT Facility shall comply with the floor and space plans outlined in the PCR. In addition to the PCR floor and space plans, a new non-load bearing interior wall shall be installed parallel to the existing fabric hangar doors in the high bay trainer area. The new interior wall shall be located no less than 4’-0” from the existing fabric hangar doors, see concept drawing titled, “B995 Concept Drawing.”

2.3.3 The existing fabric hangar doors in the high bay trainer area shall remain to be utilized for the maintenance and movement of the T-7A flight simulators. Demolish existing weatherstripping, and furnish and install new weatherstripping, on the existing fabric hangar doors.

2.3.4 The existing fabric hangar doors in the administration portion shall be demolish and infilled to match existing. Design, furnish, and install new interior insulation shall be installed to meet ASHRAE

90.1 requirements and so that operating environment temperatures and humidity requirements are achieved and constantly maintained.

2.3.5 The new interior partition parallel to the existing fabric hangar doors in the high bay trainer area shall be designed using metal stud framing with insulation and painted impact-resistant gypsum board.

The new interior partition shall extend from the facility floor up to the roof deck above. Design, furnish, and install new insulation to meet ASHRAE 90.1 requirements and so that operating environment temperatures and humidity requirements are achieved and constantly maintained. The new interior partition shall be designed to use wall base flexible flashing to prevent possible water shedding from the fabric hangar doors. The flexible flashing shall be installed outside the partition assembly, facing the fabric hangar doors.

2.3.6 The new interior partition parallel to the existing fabric hangar doors shall have two (2) motorized coiling/roll-up doors and two (2) standard 3’ x 7’ insulated interior personnel single doors. Dimensions of the coiling/roll-up doors shall achieve the most stringent access requirements of the T-7A flight simulators. All doors shall be insulated to meet ASHRAE 90.1 requirements and so that operating environment temperatures and humidity requirements are achieved and constantly maintained. Furnish and install all new interior door types, knock-down doorframes, thresholds, hardware, weatherstripping, and any other components required. The personnel doors shall receive hinges, handles, lockset, automatic door closers, kickplates and anything else (including the finish color) required by base standards. Locks and hinges should be mortise.

2.3.7 The coiling/roll-up doors shall be in the center of the existing fabric hangar doors. One (1) coiling/roll-up door per fabric hangar door. The interior personnel doors shall be in line with the existing exterior personnel doors. One (1) interior personnel door per exterior personnel door. See concept drawing titled, “B995 Concept Drawing” for locations.

2.3.8 Design, furnish, and install the new interior partitions of the high bay trainer area shall be designed using metal stud framing with insulation and painted impact-resistant gypsum board. The new interior partitions shall extend from the facility floor up to the roof deck above. Design, furnish, and install new insulation to meet ASHRAE 90.1 requirements and so that operating environment temperatures and humidity requirements are achieved and constantly maintained.

2.3.9 The existing exterior walls of the facility shall remain. Demolish existing interior insulation of the exterior walls. Design, furnish, and install new interior insulation to meet ASHRAE 90.1 requirements and so that operating environment temperatures and humidity requirements are achieved and constantly maintained. The new insulation shall not conceal existing and new fire protection, mechanical, and utility systems. The new insulation shall be installed using manufacturer recommended restraints, adhesives, and any other fastening/mounting components and materials to achieve uninterrupted, flat interior facing wall surfaces.

2.3.10 The existing ceiling/roof system of the facility shall remain. Demolish existing interior insulation of the ceiling/roof system. Design, furnish, and install new interior insulation to meet ASHRAE 90.1 requirements and so that operating environment temperatures and humidity requirements are achieved and constantly maintained. The new insulation shall not conceal existing and new fire protection, mechanical, and utility systems. The new insulation shall be installed using manufacturer recommended restraints, adhesives, and any other fastening/mounting components and materials to achieve uninterrupted, flat interior facing ceiling surfaces.

MECHANICAL:

2.3.11 Perform all HVAC requirements outlined in the PCR. Modify as required by this SOW for the new HVAC system and T-7A flight simulators and support equipment within the high bay trainer section to be complete and useable. Coordinate HVAC requirements in accordance with Contract Data Requirements Lists (CDRLs) #C019, #C165, and #C250.

2.3.12 Design, furnish, and install three (3) separate HVAC systems within this scope of work: 1) high bay trainer area, 2) telecommunication room and tool room, and 3) administrative areas, classrooms, support spaces, and associated circulation areas. Design, furnish, and install everything necessary for complete and functional HVAC systems including, but not limited to, condensing units, disconnects, air handling units, boilers, pumps, fans, chillers, supply and return ductwork throughout conditioned spaces (including to each simulator), aluminum diffusers and grilles, balancing dampers, insulation, piping, tamper proof TEC-300 series thermostats, thermostat locking covers, a Johnson Controls Direct Digital Control (DDC) system, and accompanying equipment/materials. Coordinate operating environment temperatures and humidity requirements in accordance with CDRLs #C019, #C165, and #C250. Provide heating and cooling load calculations at the 35% Design.

2.3.13 High Bay Trainer Area:

1) Design the high bay trainer area to be conditioned to an operating temperature between 50°F to 85°F with a constant operating temperature set point of 75°F for summer and 68°F for winter.

Users in the area are to have ±2°F adjustment through warmer cooler adjust thermostats. Design operating humidity between 20% to 80% non-condensing relative humidity (RH) with a constant operating humidity set point of 45% non-condensing RH.

2) Design, furnish, and install a HVAC system that uses chilled water, and a natural gas fired condensing boiler. The chilled water system shall have a total capacity of 6 gallons of water per ton of cooling. A chilled water buffer tank shall be installed to ensure 6 gallons of water per ton of capacity. Chillers shall be dual (non-redundant) air-cooled Daikins that use R-32 refrigerant and contain integral constant volume single pumping packages. Chillers shall be mounted on a new equipment pad outside the facility. Boiler shall have a constant volume single boiler pump and maintain summer humidity and winter heating requirements.

3) Design, furnish, and install a constant volume air handling unit (AHU) mounted on a new equipment pad outside the facility. The AHU shall have preheated coils, cooling coils, and reheat coils. The system shall be designed to handle 100% recirculated are and maintain a slightly positive pressure (0.05” w.g.) compared to the exterior.

4) Design, furnish, and install a dedicated outside air system (DOAS) mounted on a new equipment pad outside the facility. The system shall be designed to allow for centralized ventilation, humidity control, and conditioning of 100% outside air.

5) Design, furnish, and install all materials necessary to modify the existing radiant heating system so that radiant heating of the in-scope construction areas will be salvaged while radiant heating of the out-of-scope maintenance bays remain complete and useable. Contractor shall return salvaged radiant heaters to CE. Contractor shall run and test the modified radiant heating system. Modify and correct as required for a complete and useable system.

6) Furnish and install all materials necessary to patch and repair holes from existing exhaust vent systems. Contractor shall repair the building assembly to match the existing. Materials furnished and installed shall withstand environmental degradations of the project’s geographical location n including, but not limited to, stormwater intrusion, high temperatures and humidity, UV protection, among others.

2.3.14 Telecommunication Room and Tool Room:

1) Design, furnish, and install a ductless mini-split system for the telecommunication room and tool room. The system shall have multiple indoor units and a single condensing unit containing either R-32 or R-454B refrigerant. The outdoor condensing unit shall be mounted on a new equipment pad outside the facility.

2.3.15 Administrative Areas, Classrooms, Support Spaces, and Associated Circulation Areas:

1) Design, furnish, and install a HVAC system that uses either R-32 or R-454B refrigerant for the administrative areas, classrooms, support spaces, and associated circulation areas. Design these areas to be conditioned to a constant operating temperature set point of 76°F for summer and 68°F for winter. Users in the area are to have ±2°F adjustment through warmer cooler adjust thermostats. Humidity control in these areas is not required. Redundancy is not required.

Components of the system shall be located and mounted within the administrative space’s mechanical room and new equipment pads outside the facility. Contractor shall use best practices when determining the location.

2) Sustainable principals, to include life cycle cost analysis, will be integrated into the design, development, and construction of this HVAC system in accordance with UFC 1-200-02.

2.3.16 Furnish and install all materials necessary to erect new equipment pads for the units of the new HVAC systems. The equipment pads shall withstand design loads and be of appropriate dimensions.

Contractor shall locate the equipment pads and mount the units using best practices while following UFC 4-010-01 requirements.

2.3.17 The new Johnson Controls shall be connected back to the Johnson Controls located at the front end of B385 via a BACnet interface. Provide all sensors, gauges, valves, actuators, conduit, conductors, control panel(s), remote sensor(s), and everything else required for a complete DDC system. Install the main control panel within the administrative space’s mechanical room. Coordinate all set points and control with the Government and EMCS. Thermostats are to be warmer/cooler adjust types and tamper proof TEC-300 series.

2.3.18 Test, adjust, and balance the system at each unit and throughout the high bay trainer area as required and necessary. Provide a complete TAB report of the system (details including but not limited to those specified in UFC 1-200-02 and UFC 3-410-01. It is the responsibility of the Contractor to obtain this independent, third-party service.

ELECTRICAL:

2.3.19 Perform all electrical requirements outlined in the PCR. Modify as required for the new HVAC system and T-7A flight simulators and support equipment to be complete and useable. Coordinate electrical requirements in accordance with CDRLs #C019, #C165, and #C250. Design and approval required by Electrical P.E.

2.3.20 Design, furnish, and install new conduit, conductors, power switches, and associated components required to supply the new motorized coiling/roll-up doors with power. Conduit and conductors shall be installed within the new interior partition to have uninterrupted, flat wall surfaces. Contractor shall run and test the coiling/roll-up doors. Modify and correct as required for the coiling/roll-up doors to be complete and useable.

2.3.21 Contractor shall coordinate with 4-County Power Association to demolish the existing 300kVA pad-mounted transformer at the facility. The Contractor shall furnish and install new 750 kVA primary transformer, transformer pad, primary side connection to transformer, and secondary side transformer to new main distribution panel in the facility, in coordination with 4-County Power Association. The Contractor shall be responsible for completing the 4-County Power Association connection agreement.

The Contractor shall comply with specs provided by 4-County Power Association. Weekend or after-hours work will be required of the Contractor to minimize impact of electrical outage to facility occupants. Coordinate this with the Government and facility occupants ahead of time to ensure minimal disruptions to essential daily functions and Contractor access to worksite on weekends or after-hours.

2.3.22 Perform all interior electrical demolition as outlined in the PCR.

2.3.23 Perform all interior electrical work as outlined in the PCR.

2.3.24 Ground-Fault-Circuit-Interrupter (GFCI) receptacles must be provided adjacent to exterior mechanical equipment, in restrooms, in storage rooms, and in areas as required by the NEC and UFC 3- 520-01.

2.3.25 Combination Uninterruptible Power Supplies (UPS) and Power Distribution Units (PDU) will be furnished and installed by Boeing. The combination UPS and PDU systems will be sized by Boeing to provide uninterruptable power for the flight simulators and support equipment.

2.3.26 The Contractor shall furnish and install a 277/480V primary, 120/208 secondary, 3Ø, 30 kVA step down transformer at each future UPS/PDU location. The Contractor shall furnish and install the breaker, conduit, and conductor for each transformer from the new MDP.

2.3.27 Design, furnish, and install a 120/208V, 3Ø, 200A disconnect switch adjacent to each combination UPS/PDU. Final electrical connections from each disconnect switch to each UPS/PDU will be by Boeing.

2.3.28 The Contractor shall furnish and install a new equipment ground at each combination UPS/PDU location. The equipment ground shall be bonded to the facility at the MDP ground bar. The equipment ground shall achieve a resistivity between 5 and 10 ohms.

2.3.29 Design, furnish, and install special-purpose, NEMA-type receptacles in the high bay trainer area for the flight simulators and support equipment provided by Boeing.

2.3.30 All lighting will remain in place unless the illumination requirements are not in accordance with UFC 3-530-01 - Interior and Exterior Lighting Systems and Controls and Boeing CDRL #C019.

Illumination requirements from the CDRL will take priority over the requirements provided in UFC 3- 530-01. Illumination levels must be field surveyed prior to construction. Photometric analysis shall be provided at the 35% Design.

TELECOMMUNICATIONS:

2.3.31 NIPRnet communications design must be in accordance with UFC 3-580-01. Design, furnish, and install pathways consisting of basket tray, conduit, and boxes. Conductors, terminations, and testing of the NIPRnet system shall be performed by Base Communications. The NIPRnet system shall continue to be distributed from its origination in the building.

2.3.32 The flight simulator system network shall originate in the telecommunication room within the high bay trainer area. Design, furnish, and install pathways consisting of ladder style cable tray with 6” rung spacing, conduit and boxes. Cabling, termination, and testing for the T-7A flight simulators network shall be performed by Boeing.

2.3.33 CDRLs #C019, #C165, and #C250 must be followed as to where the telecommunication room’s cabling pathways will be required. The cabling will require conduit from the ladder style cable tray to the drop locations boxes.

2.4 GOVERNMENT FURNISHED EQUIPMENT/MATERIALS

The Government will not furnish any equipment or materials for this project.

2.5 SALVAGE

Contractor shall return salvaged existing radiant heaters to CE.

DESIGN REQUIREMENTS

3.1 SUMMARY

Design will consist of all site investigations and design work associated with preparing complete contract documents for this project as described in this SOW. The design documents must be developed from the functional and technical data contained in this SOW and include construction drawings, schedules, and design analysis. The Contractor will also be required to submit design documents for review as described in Paragraph 3.6 as well as final contract documents. The Contractor will be required to attend review and conference meetings as needed and requested by the Government.

3.2 NATURE/EXTENT OF DESIGN

3.2.1 This project requires the services of licensed Design Professionals. The project requires structural design and details for the construction of interior partitions and infill of existing fabric hangar doors.

Mechanical design and details are required for this project with new units, pumps, piping, valves, coils, etc. being installed. Electrical design and details including variable frequency drives, power, conduit, circuit breakers, wiring, etc. are required. Professionally sealed drawings are required.

Design/shop/coordination drawings, materials and equipment submittals, and final as-built record drawings are required for this project. Contractor must maintain accurate redline As-Builts throughout construction and must submit final As-Built drawings (with any of the redline changes updated on the drawings) upon project completion (see paragraph 4.7.2 for more information).

3.2.2 The services of a Qualified Fire Protection Engineer (QFPE), as defined in UFC 3-600-01, are required for this project and all applicable design documents and shop drawings must be stamped by the QFPE. Provide a Life Safety Plan for this facility to ensure means of egress are sufficient for occupant load. The QFPE must be involved in every aspect of the design, construction, and testing/commissioning as it relates to fire protection and life safety. This includes, but is not limited to, building code analysis, life safety code analysis, design of automatic fire alarm, detection and suppression systems, water supply analysis, a multidiscipline review of the entire project, construction inspections, and witnessing of fire protection acceptance testing/commissioning.

3.2.3 Provide psychrometric/load design analysis of all newly installed and renovated HVAC systems detailing the systems’ compliance with all applicable codes and standards. See UFC 3-401-01 and UFC 3-410-01 for details on the required HVAC design analysis. Psychrometric/load design analysis is to be provided to the Government at the 35% design.

3.2.4 Provide a complete sequence of operations for HVAC systems including, but not limited to, start up, occupied operation (heating and cooling), unoccupied operation (heating and cooling), nighttime setback, pump operation, boiler operation, and chiller operation.

3.2.5 Provide a complete testing, adjusting, and balancing of the HVAC system that is being worked on under this contract. Provide commissioning of the HVAC system as detailed in UFC 3-410-01 and UFC 1-200-02. It is the responsibility of the Contractor to obtain this independent service as a part of their contract.

3.2.6 Provide photometric analysis of all renovated lighting systems detailing compliance with all applicable codes and standards. See UFC 3-530-01 for details on the required photometric analysis.

Photometric analysis is to be provided at the 35% design.

3.3 RESPONSIBILITY

3.3.1 Contractor must perform all services, including travel, required to prepare and to furnish complete design documents consisting of drawings, analysis, and addenda as required, for the construction of the project in accordance with this SOW.

3.3.2 Record drawings (attached) are provided to the Contractor as a courtesy at the discretion of the Government, but their accuracy is not guaranteed. The Contractor is responsible for doing his own field investigations of the utilities, existing conditions, and other items in the area and base his design accordingly.

3.3.3 The Government may provide conceptual drawings to the Contractor, but their accuracy is not guaranteed. The Contractor must do his own field investigations of the utilities, existing conditions, and other items in the area and base his design accordingly.

3.3.4 Although the sizing and specification of major equipment is suggested by this SOW, the Contractor is responsible for all remaining design and coordination to provide an acceptable final product that meets intent of this SOW. Contractor is responsible for ensuring constructability and code compliance.

3.3.5 The Contractor must immediately notify the contracting officer and secure any documents found with “Classified”, “Controlled Unclassified Information” (CUI) or personal information. The Contracting Officer will direct disposition of these documents.

3.4 DESIGN STANDARDS

All design and construction must be accomplished in accordance with applicable UFC’s, ETL’s, (UFC’s and ETL’s may be found on-line at www.wbdg.org.) local and national codes, Columbus AFB Installation Facility Standards (IFS) and all Appendices (Special Construction, Mechanical, and Electrical) and other guidance as modified by this SOW. The IFS document may be found at the following location:

http://www.wbdg.org/ffc/af-afcec/installation-facilities-standards-ifs/columbus-afb-ifs. The list of documents includes, but is not limited to, the latest editions of the following

• UFC 1-200-01 DoD Building Code (General Building Requirements)

• UFC 1-200-02 High Performance and Sustainable Building Requirements

• UFC 3-401-01 Mechanical Engineering

• UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems

• UFC 3-410-02 Direct Digital Control for HVAC and Other Building Control Systems

• UFC 3-410-04 Industrial Ventilation

• UFC 3-501-01 Electrical Engineering

• UFC 3-520-01 Interior Electrical Systems

• UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings

• NFPA 101

• NFPA 72

• NEC 70

• ACGIH: Industrial Ventilation Manual

• Columbus AFB IFS

• CAFB Base Standards

• CDRL #C019 - Advance Pilot Training Program T-7A Columbus Air Force Base (AFB) Trainer

Facilities Report (TFR) Facilities Design Criteria (FDC) for Ground Based Training System (GBTS)

• CDRL #C165 – Advanced Pilot Training Program T-7A Training Equipment Summary

• CDRL #C250 - Advance Pilot Training Program T-7A Columbus Air Force Base (AFB) Equipment

Facility Requirements (EFR) Plan Facilities Design Criteria (FDC) For Aircraft & Ground Based Training System (GBTS)

The Contractor must submit a written request for approval of any deviations from the Government's established standards. No deviations from the Government's established standards will be permitted unless the Contracting Officer has issued prior written approval of such deviation.

http://www.wbdg.org/ffc/af-afcec/installation-facilities-standards-ifs/columbus-afb-ifs

3.5 DRAWINGS

Drawings under this Contract must be well prepared, complete, and accomplished in accordance with the best professional practice to show clearly and concisely the type and extent of work to be performed.

3.5.1 Drawings must be drawn to appropriate scales and dimensioned completely and accurately.

Lettering must be large enough to ensure legible half-size reduction and each dimensioned drawing must have a graphic scale. Use of fractions less than 1/8-inch for building dimensions must be avoided. Use standard building material indications and symbols for architectural items and for mechanical, electrical and plumbing equipment.

3.5.2 The Contractor will use paper sheets, 24" x 36". Each sheet will be numbered consecutively beginning with "1 of (x) Sheets" and continue to the last sheet. Number individual drawing sheets as follows:

Drawing Sheet Subject Notation Additional Sheets

Cover (Title Sheet, Map and Index)

T1 and following

Civil/Site Work C1 and following Demolition D1 and following Landscaping L1 and following Architectural A1 and following Structural S1 and following Plumbing P1 and following Mechanical M1 and following Electrical E1 and following

Note: All sheet subjects above may not be necessary for this project

3.5.3 Drawings must be prepared electronically in both AutoCAD (Release 2020) and PDF formats.

3.6 DESIGN SUBMITTALS

3.6.1 DELIVERY: Deliver two (2) hard copies of each submittal and one (1) digital copy via DoD SAFE containing each drawing sheet in PDF file format directly to the CO, along with AF Form 3000. For uploading to DoD SAFE, the Contractor must request an upload link from the CO and then upload the files using the details in the subsequent email from DoD SAFE. For the final design submittal (As-Builts in most cases), the contractor is to provide, in addition to the hard copies and digital copies via DoD SAFE, containing the PDF file as well as the associated CAD files in AutoCAD (Release 2020) .dwg file format. Hard copy submittals must be delivered to:

14th Contracting Squadron 495 Harpe Blvd, Suite 293 Columbus, MS 39710

3.6.2 SUBMITALS AT INTERMEDIATE STAGES OF DESIGN COMPLETION: To facilitate review and feedback throughout the design process, designs are submitted at various stages of completion as follows:

1) 35% DESIGN SUBMITTAL: Contractor must submit 35% design documents within 21 days after Notice to Proceed (NTP). The 35% design must include complete and thorough detailing to leave no question as to how demolition and construction is intended. All design documents must be clearly annotated (in both title block and revision block of drawings) with “35% REVIEW SET” and the date.

2) 65% DESIGN SUBMITTAL: Contractor must submit 65% design documents within 21 days after receipt of the “Approved” 35% design. The 65% design must include complete and thorough detailing to leave no question as to how demolition and construction is intended. All design documents must be clearly annotated (in both title block and revision block of drawings) with “65% REVIEW SET” and the date.

3) 95% DESIGN SUBMITTAL: Contractor must submit 95% design documents within 21 days after receipt of the “Approved” 65% design. The 95% design (essentially complete design and drawings, pending review and acceptance by Government as the 100% APPROVED CONSTRUCTION SET) must include complete and thorough detailing to leave no question as to how assembly is intended. All design documents must be clearly annotated (in both title block and revision block of drawings) with “95% REVIEW SET” and the date.

4) 100% DESIGN/APPROVED CONSTRUCTION SET: Contractor must submit the 100% DESIGN APPROVED CONSTRUCTION SET within 14 days after Contractor receipt of the “Approved” 95% design. The construction set must incorporate and/or address any Government comments on the 95% design and should leave no question to how demolition and construction will be done. If professionally stamped and sealed drawings are required for this project (paragraph 3.2), the approved construction set must include all stamped drawings. All final design documents must be clearly annotated (in both title block and revision block of drawings) with “APPROVED CONSTRUCTION SET” and the date.

5) For each holiday or extraordinary event in a submittal period, increase the required days for submittal by one day for each day in the event. Deliver no submittals within (before or after): one week of Thanksgiving; two weeks of Christmas; or one week of New Year’s Day. Extraordinary Events include: unscheduled holidays for base personnel; base-wide training exercises; etc. The Government may prohibit work during such events.

3.6.3 PARTIAL SUBMISSIONS: Partial submissions normally will not be accepted. However, under some circumstances, to expedite project execution, the Government may accept design/shop drawings or material submittals for major elements or long-lead-time equipment for review and approvals prior to 95% design submittal. Government approval of such items does not relieve the Contractor of his responsibility to ensure a complete, constructible, code-compliant design.

3.6.4 CONSTRUCTION PRIOR TO 100% DESIGN: Construction may not commence until Government approves the 100% design. Exception: To expedite contract completion, Contractor may petition CO for an Interim Notice to Proceed with specific elements of construction. Government review does not constitute approval or acceptance of any variations from this SOW, the Contractor’s Proposal, or the Contract unless authorized in writing by the CO. The Interim Notice to Proceed, if exercised, will in no way mitigate the responsibility of the Contractor to provide a complete, constructible, code-compliant design.

All drawings, specifications, design analyses and other project materials become the property of the Government.

3.7 DESIGN REVIEWS

3.7.1 DESIGN PHASE REVIEWS: Government review of each XX% design submittal (where XX = 95 or 100 as required per 3.6.2) will require up to fourteen (14) days after Government receipt. The Government will determine the sufficiency of each XX% design submittal as follows:

1) Approved as Submitted. If design is sufficient to proceed without correction to the next phase submittal, one (1) copy of AF FORM 3000 marked "Approved" will be returned to the Contractor.

Contractor must advance to the next stage design submittal.

2) Approved - Except as Noted. Design submittals that have only minor errors or deficiencies will be marked in red to indicate necessary corrections. Marked materials, along with one (1) copy of AF FORM 3000 indicating "Approved - Except as Noted" will be returned to the Contractor.

Contractor must revise the design documents, making the necessary corrections, and advance to the next stage design submittal.

3) Disapproved. Design submittals that are incomplete or require more than minor corrections will be marked in red to indicate necessary corrections. Marked materials, along with one (1) copy of AF FORM 3000 marked “Disapproved” will be returned to the Contractor. Contractor must revise the design documents, making the necessary corrections, and re-submit as the current stage “XX% Design – 2nd (or subsequent) Submittal”.

4) Disapproved – Major Deficiency. Examples include, but are not limited to, design submittals that fall significantly short of indicated level of completion, grossly deviate from or misinterpret the SOW, or contain errors of a nature or quantity that indicate failure of Contractor to review submittals for completeness, correctness, and coordination between trades. For such submittals, the Government will not complete a comprehensive review or provide an exhaustive list of needed corrections. Rather, one (1) copy of AF FORM 3000 marked “Disapproved – Major Deficiency” along with general reason(s) for disapproval will be returned to the contractor. The CO will issue a written warning to the Contractor that any subsequent grossly incorrect/incomplete submittals constitute evidence of inability to complete the project and may result in declaring the Contractor “In Default.” Contractor must correct deficiencies and resubmit as current stage “XX% Design – 2nd (or subsequent) Submittal”.

3.7.2 100% DESIGN REVIEW: The Government will have fourteen (14) days to verify that all review comments have been addressed and no unapproved changes have been made. Upon Government approval of the 100% design documents, the Contractor may begin construction.

3.7.3 IMPACT OF REVIEW ON PERIOD OF PERFORMANCE: Contract completion time includes time for Government review of drawings, specifications, and material submittals. Unless otherwise noted, the Government will use no more than 14 calendar days for review of each design submittal and each subsequent re-submittal of “Disapproved” submittals (paragraph 3.7.1, c or d). There will be no increase in the period of performance for review of re-submittals.

3.7.4 RESPONSE TO REVIEW COMMENTS: The Contractor is required to respond to all review comments and submit their annotated comments as a design analysis appendix in the subsequent design submittal. All comments must either be accepted and incorporated into the next design submittal or satisfactorily rebutted.

3.7.5 DESIGN ACCOUNTABILITY: The Contractor is solely responsible for accurately designing and constructing everything necessary to provide a fully functional product. Government approval of any design or design-related submittal does not waive or remove full liability from the Contractor to provide a design, facility, or final product that meets the intent of this SOW, performs as intended, and adheres to all applicable codes and standards.

3.8 CONFERENCES

3.8.1 PRECONSTRUCTION CONFERENCE: A Preconstruction Conference (Pre-Con) will be held at the Contracting Office as indicated.

3.8.2 COORDINATION/REVIEW CONFERENCES: Coordination/review conferences may be held from time to time as required. The Contractor may request such conferences when it is deemed necessary by both parties to clarify the work or expedite the preparation of plans, specifications or construction.

3.8.3 REVIEW/CONFERENCE MINUTES: The Contractor will be responsible for making memoranda of record of any conversations and minutes of any meeting with Government personnel concerning this project and forward one copy of these memoranda/minutes to each party concerned and one copy to the Contracting Officer within seven (7) days. The final version of the meeting minutes will be approved and filed at the CO’s discretion. Each copy will be numbered consecutively and chronologically.

3.8.4 MEETING LOCATIONS: Meetings will be held in person at Columbus Air Force Base.

Contractor transportation costs for attending all conferences/reviews and meetings must be included in the Contractor’s Proposal. There will be no teleconferences unless permitted otherwise by the Contracting Officer.

End of Design Requirements

ADMINISTRATION OF CONSTRUCTION

4.1 PERFORMANCE CAPABILITIES

4.1.1 One week prior to the start of work under this contract, Contractor must submit in writing to the CO for review and possible approval the names and credentials of Contractor Project Manager, Contractor Site Superintendent, and Quality Control Manager. Subsequent proposed changes of approved personnel must be submitted in writing to and receive prior approval from the CO before working on the project. Each of these personnel may upon CO approval hold additional onsite duties which must not diminish their required performance. Contractor must demonstrate to the Government’s satisfaction that proposed personnel exceed education, technical and experience levels of personnel described in this Contract including the following:

1) Contractor Project Manager (CPM) - Provide management of the prime contract to include subcontract purchasing and administration, review of material submittals and shop drawings. CPM must have full authority to develop cost proposals, negotiate with Government and subcontractors, sign awards and modifications, supervise project superintendents, attend weekly CO/CE/PM Contractor status meetings as well as pre-performance site visits, pre-final and final inspections.

The CPM must have a minimum of 5 years previous experience as primary contract manager or equivalent experience as a primary estimator and negotiator with a contracting firm engaged in similar multi-discipline commercial construction projects. CPM must also have not less than 5 years’ experience managing subcontractors.

2) Contractor Site Superintendent (CSS) - Provide on-site construction superintendent(s) to oversee all work under this contract. Site supervision must be daily (constant throughout each day) and includes submission of detailed weekly progress reports, scheduling and coordination of subcontractors and material suppliers, and attendance at all construction progress meetings, CO site visits, and pre-final and final inspections. Superintendents must have a minimum of 5 years previous experience as a project superintendent (exclusive of time employed as a tradesman or working foreman) for a general contracting firm overseeing one or more multi-discipline commercial construction projects. The superintendent must be available within 15 minutes during all normal working hours, except for such incidental errands as required by his duties. The superintendent must be responsible for the proper coordination and timeliness of the work, and for the proper workmanship of all trades; therefore, his absence from the project site without a suitable substitute Contractor representative must be considered as damaging to the Government.

3) Quality Control Manager (QCM) - Provide quality control management for the project. QCM must continually (constant throughout each day) ensure full compliance with all safety requirements, verification that work and materials in place and stored on site are in accordance with the approved construction documents, shop drawings and material submittals. QCM must submit daily status reports recording activities at each project site, prepare and coordinate material submittal sheets and shop drawing submittals, schedule and coordinate testing procedures, prepare quality control reports for construction progress and other required meetings, and attend all pre-final and final inspections. QCM must have a minimum of five years’ experience in Quality Control Management of multidiscipline construction projects.

4.1.2 Contractor must have additional personnel including management, technical, service, labor or subcontractor, available as necessary to fulfill all construction contract requirements. The Government may restrict employment under this contract of any personnel identified as a potential threat to the health, safety, security, well-being, or operational mission of CAFB and its population.

4.1.3 Contractor must be available by telephone 24-hours a day, 7-days a week and upon 15 minutes’ notice during normal duty hours and 30 minutes’ notice during non-duty hours must meet the CO at a CO designated location.

4.2 COMMENCEMENT, PROSECUTION & COMPLETION

4.2.1 Contractor must start design and various construction phases at times specified by CO issued Notice(s) to Proceed (NTP), prosecute the work, and complete the entire work within the Period of Performance.

4.2.2 Contractor must provide a Submittal Log (Schedule of Material Submittals), Progress Schedules, Progress reports and Status Reports.

1) Submittal Log: See Material Submittals and Shop Drawings below.

2) Progress Schedule: (AF Form 3064) Submit the progress schedule to the CO within 10 days after contract award, unless otherwise specified by the CO. Subdivide total schedule into individual work items. Show completed work percentages at the end of each two-week reporting period. Progress schedule should only be resubmitted during the project duration if there’s an issue with Period of Performance or if deemed necessary by the CO as described in 4.2.2.3.

3) Progress Reports: (AF Form 3065) Submit Project Progress reports to the CO minimum twice per month on the first working day of each month and again on the 15th. Describe the percentage of work completed during the report period. If behind schedule, report in writing what actions will be taken to regain the schedule. If the CO agrees to add days to the contract performance period, Contractor must provide an amended schedule.

4) Status Reports: Submit to the CO daily reports of the work status. In each report, list the tasks accomplished for that day, any deliveries received, equipment currently on-site, weather conditions for that day, and number of personnel working on each area listed by trade. Photos may be included.

4.2.3 Period of Performance: Is the period between the issuance of the NTP and the time all construction is complete, including all punch list items, and final inspection is approved by the Government. The total Period of Performance for this project is 365 days, not to exceed a completion date of December 2026.

4.2.4 Contract Completion: At contract conclusion, vacate all work areas, including: Contractor offices, storage and staging areas, and individual work sites. Restore these areas to their condition prior to Contractor occupancy not more than 14 days from the earlier of: approved final inspection or CO notification.

4.2.5 Coordination and Project Conditions: Schedule and manage submittals, materials, products, equipment, manpower, etc. to control all parts of the work efficiently and orderly. Verify compatibility of existing building utilities with new operating equipment. Coordinate required space, supports, and mechanical and electrical work shown (even if via diagrams) on Drawings. Follow routing shown for pipes, ducts, and conduit; place runs parallel with building lines. Use space efficiently to maximize maintenance and for repair accessibility for other systems. Conceal wiring behind finish surfaces and locate fixtures and outlets with finish elements. Coordinate pre-Substantial Completion clean-up in separate building areas.

After CAFB occupancy, coordinate site access to correct defective (or non-compliant with CDs) to minimize disruption of Government activities.

4.2.6 Cutting and Patching: Only employ skilled and experienced workers to cut and patch. Report in writing to the CO wherever cutting and patching might degrade: safety; appearance, structure, weatherproofing, O&M, or separate Contractor or government construction. Prevent damage to existing or new construction and provide proper surfaces to receive patching and finishing. Match new finishes to existing adjacent surfaces unless noted otherwise. Maintain integrity of existing walls, ceilings, or floors;

completely seal voids. Refinish entire assemblies and continuous surfaces to nearest intersection.