SOW- Renovate RSU 1776 .pdf

DRAFT

STATEMENT OF WORK

MXDP 22-1006

RENOVATE RUNWAY CONTROL STRUCTURE B1776

LAUGHLIN AIR FORCE BASE, TEXAS

JULY 2026

PREPARED BY: 47 CES/CENMP

MXDP 22-1006 DRAFT July 2026

RENOVATE RSC B1776

1. Project Description

1.1. Purpose

1.1.1. The purpose of this project is to improve cabin conditions and extend the structural life of the Runway Control Structure Building 1776. The facility was constructed in 1989. The Concrete Masonry Unit (CMU) blocks show cracking and separation, since the construction of B1776 is not in conformance with the original design drawings. The CMU blocks also show efflorescence deposits and delaminating paint, indicating moisture. The walkway support shows signs of rotation from the CMU wall, leading to crack development in mortar joints and the CMU. The HVAC in-floor vents interfere with radio transmission during aircraft takeoff and impede chair movement, distracting the full attention of the crew. The carpet shows severe wear. The counter tops are chipped and worn. The mullions’ seals leak.

1.1.2. Within the below documents, the following shall be consistent. When “the Government” is mentioned, it is a representation of the Project Manager (PM), the Contracting Officer Representative (COR), and the Contracting Officer (CO).

When “the Contractor” is mentioned, it is a representation of the prime contractor, all sub-contractors, and all other parties working with/for the prime contractor.

1.2. Location of Project

1.2.1. B1776 is located on South Honcho Road between Laughlin’s Center and Inside runways in the Controlled Movement Area (CMA) on the airfield and, therefore;

the Contractor shall comply with all rules and regulations governing said area.

See Attachment A, Building 1776 Floor Plan for cabin layout.

1.3. This project is a Design-Build contract.

1.4. Applicable Reference Documents

1.4.1. All work on this project shall be accomplished in accordance with, but not limited to, the latest editions of all UFCs referenced at wbdg.org, standards, and codes and all specifications cited therein:

1.4.2. Attachment B, Laughlin AFB Division 01 General Specifications

1.4.3. Attachment C, Laughlin AFB Environmental Quality Construction Specifications

1.4.4. Attachment D, Laughlin Installation Facility Standards

1.4.5. UFC 1-200-01 DoD Building Code

1.4.6. UFC 1-200-02 High Performance and Sustainable Building Requirements

1.4.7. UFC 3-101-01 Architecture

1.4.8. UFC 3-110-03: Roofing

1.4.9. UFC 3-260-01 Airfield and Heliport Planning and Design

1.4.10. UFC 3-301-01 Structural Engineering

1.4.11. UFC 3-501-01 Electrical Engineering

1.4.12. UFC 3-520-01 Interior Electrical Systems

1.4.13. UFC 3-520-10 Interior Electrical Systems, with Change 1

1.4.14. UFC 3-535-01 Visual Air Navigation Facilities

1.4.15. UFC 3-575-01 Lightning and Static Electricity Protection Systems

1.4.16. UFC 4-133-01 Air Traffic Control and Air Operations Facilities

1.4.17. UFC 3-410-01 Heating, Ventilation, and Air Conditioning Systems

1.4.18. UFC 4-010-01: DoD Minimum Antiterrorism Standards for Buildings

1.4.19. UFC 4-133-01 Air Traffic Control and Air Operations Facilities

1.4.20. UFGS 04 20 00 Unit Masonry

1.4.21. UFGS 09 68 00 Carpeting

1.4.22. NFPA 70 National Electric Code

1.4.23. NFPA 101 Life Safety Code

1.4.24. FAA Advisory Circular (AC) 70/7460-1, Obstruction Marking and Lighting.

2. Scope of Work

2.1. The Contractor shall furnish all design, specifications, materials, labor, tools, equipment, transportation, and all other incidentals necessary to complete the work outlined within this Statement of Work (SOW). The Contractor shall provide all labor, equipment, design drawings, materials, transportation, and all incidentals required to renovate B1776. The Contractor shall provide an approved 100% design before any construction is to begin.

2.2. Existing Conditions

2.2.1. The Contractor shall investigate the existing condition of B1776 South Honcho Runway Control Structure and obtain all necessary information and engineering design data through on-site investigation, reconnaissance, and surveys, as required to complete the scope of work.

2.2.2. The Government will furnish copies of all available records as necessary to aid in the completion of this project; however, the use of Government furnished data does not relieve the Contractor from performing thorough site investigations to obtain all the information necessary to complete renovation.

2.2.3. The Contractor shall be solely responsible for verifying and validating existing conditions and incorporating the proposed requirements in conjunction with the existing conditions.

2.2.4. Hazardous Materials: Due to the age of the building, there is a possibility of lead paint and asbestos present. During renovation of “sister” building 1700 in 2023, lead and asbestos testing were performed. Though no detectable levels of lead were detected in Building 1700, the Government can confirm the presence of lead based exterior paint for B1776. See Attachment F B1700 Hazardous Material Test Report and Attachment J LeadReport Bldg 1700_1995.

2.3. Required Structural Renovations

2.3.1. Structural Steel:

2.3.1.1. The Contractor shall inspect, re-level, re-square, re-caulk, re-tighten all structural steel (to include walkways, stair support and window frames/mullions). After aligning the exterior walkways, the Contractor shall conduct an inspection of the interior and exterior CMU walls identifying mortar joint cracking, cracks in, or damaged CMU blocks.

2.3.1.2. Steel walkways have additional vertical columns that support the outer edge of the walkways. The walkway support at the free end of the walkway shows signs of rotation from the CMU wall, leading to developing cracks in CMU units and mortar joints The Contractor shall adjust to ensure that the walkway is level.

2.3.1.3. The Contractor shall adjust the existing vertical support column at the free end of the walkway (adjacent to stairs) to bring the end channel into level.

Install two (2) new MC10 x 8.4 x 4'-0" channels, vertically aligned with the CMU bond beams and centered over the existing doorway. Secure using three (3) 1/2" x 3 3/4" HILTI KWIK Bolts TZ2 Wedge Anchors (or approved equal) at 13" O.C., per manufacturer recommendations.

2 – NEW MC10 X 8.4 X 4’-0” CENTERED OVER THE

EXISTING COORWAY W/ 3 – ½” X 3 ¾” HILTI KWIK

BOLTS TZ2 WEDGE ANCHORS OR APPROVE

EQUAL@ 13” O.C.

MORGAN, AMY G CIV USAF AETC 47 CES/CENPD

Remove the extra space.

MORGAN, AMY G CIV USAF AETC 47 CES/CENPD

Capitalize.

BETO, GEOFFREY M CIV USAF AETC 47 CES/CEIE

CEIE has records of lead-based paint sampling. The report indicated presence of lead-based paint. I suggest sampling prior to work, an XRF reading should suffice.

MORGAN, AMY G CIV USAF AETC 47 CES/CENPD

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2.3.2. Exterior and Interior CMU:

2.3.2.1. Remove Coatings: The Contractor shall remove all failing exterior/interior coatings and efflorescence. The Contractor shall utilize dry “mechanical scraping/wire-brushing first to prevent driving salts back into the concrete.

If efflorescence persists, apply a mild acid (vinegar/water) or muriatic acid wash, followed by a neutralizing baking soda solution and a Trisodium Phosphate (TSP) pressure wash.

2.3.2.2. Repair Cracks: The Contractor shall fill hairline cracks with a high-build coating and larger structural cracks with paintable masonry sealant or quick-set cement.

2.3.2.3. Sealant: The Contractor shall apply an Efflorescence Resistant Primer (e.g., Sherwin Williams Loxon Concrete & Masonry Primer-Sealer, or approved equal). The Contractor shall finish exterior and interior walls with a high-build elastomeric acrylic coating (e.g., Sherwin Williams Loxon XP, or approved equal) to provide a flexible, UV-resistant, waterproof barrier. Alternatively, an industrial interior acrylic (e.g., ProMar 200 HP Zero VOC, or approved equal) may be used for the interior.

2.3.2.4. Louvers: The Contractor shall remove the set of louvers on the west wall of the mechanical room and repair the wall with like CMU block and seal as the rest of the interior and exterior CMU block walls.

2.3.3. Roof Structure

2.3.3.1. Mullions: The Contractor shall provide all labor, equipment, design, materials, and incidentals required to renovate the roof structure and glass sealant to stop leaks. The Contractor shall remove and replace the existing fasteners and gaskets for the window mullions. The Contractor shall ensure proper adhesion of new fasteners and gaskets in accordance with manufacturer’s instruction. The Contractor shall prepare, sand, prime, and repaint the window mullions. The Contractor shall apply two coats of paint on the window mullions. The Contractor shall remove and replace all the existing glass sealant (both interior and exterior) for B1776 mullions and glass.

2.3.3.2. Flashing: The metal flashing for the upper-level windows shows signs of deteriorating caulking. The Contractor shall clean, prep and recoat all corroding metal. The Contractor shall re-caulk.

2.3.4. Mechanical Room Flooring

2.3.4.1. The Contractor shall clean the current vinyl tile flooring. The Contractor shall protect the Government equipment that cannot be removed from the mechanical room.

2.3.4.2. The Contractor shall install a two-layer epoxy coating over cleaned flooring.

2.3.4.3. The Contractor shall silicon seal around the HVAC auxiliary drain pan and server rack.

2.4. Required Cabin Interior Renovations

2.4.1. Carpet Replacement: The Contractor shall provide all labor, equipment, design, materials, and incidentals required to remove and replace the existing carpet in the B1776 cabin. The Contractor shall remove and properly dispose of the existing cabin carpet. The Contractor shall ensure all preparation work and installation of new carpet is in accordance with UFGS 09 68 00 Carpeting. The Contractor shall ensure new carpet is static dissipative and color matches or is equivalent to existing carpet. The Contractor shall submit product specifications of said carpet and all other materials required to install said carpet to CO for approval prior to purchase and installation. The Contractor shall submit three (3) samples for the Government to select.

2.4.2. HVAC Ductwork: Current ductwork is poorly designed to maintain proper temperature regulation in the equipment room and cabin and interferes with pilot communications. The Contractor shall provide all labor, equipment, design, materials, and incidentals required to replace the existing HVAC ductwork and vents in the B1776 mechanical room and cabin. The Contractor shall remove provide new ducts to supply air from the corners of the cabin or though the dead space between the wall and cabinets instead of through the existing vents. The Contractor shall ensure the installation of the equipment and ductwork is in accordance with UFC 4-133-01 Air Traffic Control and Air Operations Facilities Section 3-4.3. The Contractor shall remove the existing vents, patch, and seal the floor penetrations in the B1776 cabin. The Contractor shall re-route any existing conduit or conductors in the equipment room to install the new ductwork as needed. The Contractor shall ensure the ductwork and vents provide supply and return air circulation to the equipment room and cabin and provide temperature regulation for proper equipment storage and working conditions in accordance with UFC 3-410-01 Heating, Ventilating, and Air Conditioning. The Contractor shall also remove and replace the existing thermostats for the existing HVAC

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system with new electronic and programmable thermostats compatible with the existing HVAC system. Contractor shall outline existing HVAC system, ductwork, and vents, as well as any replacement to be performed of the ductwork and vents in the 100% design drawings.

2.4.3. Electrical: The Contractor shall remove and replace cabin interior lighting, including task lighting. The Contractor shall ensure the new light fixtures are in compliance with UFC 4-133-01 Air Traffic Control and Air Operations Facilities Section 4-1.7.5.1. The Contractor shall either install four (4) new additional duplex receptacles or replace the existing duplex receptables with quadruplex receptacles in the cabin area. The Contractor is responsible for connecting the new outlets to the spares in the panel board located in the B1776 RSU equipment room or provide any other means to ensure these newly installed outlets are operable. The Contractor shall ensure all electrical work performed is in accordance with UFC 3-520-01 Interior Electrical Systems. The Contractor shall outline existing electrical components, electrical components to be removed, and new electrical components to be installed in the 100% design drawings.

2.4.3.1. Lightning Protection System (LPS) will be removed to perform window and mullion restoration. The Contractor shall re-install the LPS after restoration of mullions, with third party certification, as required per UFC 3-575-01 Lightning and Static Electricity Protection Systems, section 3-1.2 Certification of Lightning Protection Systems.

2.4.4. Cabinet: The Contractor shall provide all labor, equipment, design, materials, and incidentals required to remove and replace the existing cabinets and countertops in the B1776 cabin. The Contractor shall remove and properly dispose of the existing cabinets in the B1776 cabin. The Contractor shall design and install new cabinets and countertops as outlined in the Cabin Layout (Attachment A). The Contractor shall conduct site visits, take any measurements necessary, and communicate with the Government as needed to ensure this is accomplished.

2.4.5. Air Circulation: The Contractor shall ensure new cabinets/countertops and

HVAC duct replacement maintain proper air supply and return in the cabin. The Contractor shall ensure new cabinets/countertops are designed and compatible with the work outlined in Section 2.4.4 and Section 2.4.2.

2.4.6. Window Shades: The existing cabinets/countertops contain a means of operating the existing window shades in the cabin. The Contractor shall remove and replace said existing window shades and ensure new cabinets/countertops contain a means of manual operation for the newly installed window shades. The requirements for window shades can be found in UFC 4-133-01 Air Traffic Control and Air Operations Facilities.

MORGAN, AMY G CIV USAF AETC 47 CES/CENPD

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MORGAN, AMY G CIV USAF AETC 47 CES/CENPD

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MORGAN, AMY G CIV USAF AETC 47 CES/CENPD

Continue the underline and add a colon.

Use a comma instead of semi-colon.

2.4.7. Flare Ports: There are two flare port launchers located in B1776. The existing cabinets have cutouts to access and operate these flare port launchers. The Contractor shall ensure the new cabinets/countertops maintain access to operate these flare port launchers. The Contractor shall provide a means of protection for these flare port launchers during construction. The Contractor shall repair or replace these flare port launchers if damaged because of construction at no additional cost to the Government.

2.4.7.1. Radar, Airfield and Weather Systems (RAWS): The Contractor shall ensure new cabinets/countertops contain cutouts and cable routing that are compatible with the existing equipment in the building’s cabin. Said equipment includes three ATC Switch Interfaces, one multi-channel radio, two computer stations, and one work phone. The Contractor shall ensure there is enough cabinet/countertop space and holes drilled to provide a means of storing and securing the two modules that connect this equipment. The Contractor shall reinstall any grounding bars located under or inside the cabinets after the cabinets are reinstalled.

2.4.7.2. Obstruction Light: There are two poles on the catwalk for the building.

One holds an antenna for radio communication and the other pole is for an obstruction light. The Contractor shall provide a temporary obstruction light during construction according to FAA Advisory Circular (AC) 70/7460-1, Obstruction Marking and Lighting. The Contractor shall provide and install a permanent obstruction light. Any damage to the existing pole, and any other components to this assembly shall be replaced by the Contractor at no additional cost to the Government.

2.4.8. Communications: The Contractor shall provide all labor, equipment, design, materials, and incidentals required to remove and replace the existing data port outlets and cables in the B1776 cabin. The Contractor shall install three (3) dual port outlets. The Contractor shall provide the cables to connect the new data port outlets and terminate to the back patch panel located in the cabin. The Contractor shall provide the cables to connect from the back patch panel in the cabin and terminate it to the back patch panel in the first-floor switch box. The Contractor shall ensure all cables are installed, terminated, tested, and labeled. The Contractor shall ensure any newly installed cable is CAT6 with the T-568B wiring standard. The Contractor shall conduct the site visits necessary to ensure they provide the correct required materials and labor to ensure the newly installed data port outlets are operable upon completion of construction. There are two analog ports in the B1776 cabin. The Contractor shall remove and replace said analog outlets as needed to accommodate all the renovations in the cabin. The

Contractor shall ensure analog outlets that are removed and replaced are operable upon completion of construction. The Contractor shall outline existing data port outlets and cables to be removed and new data port outlets and cables to be installed in the 100% design drawings.

2.5. Special Conditions

2.5.1. Work Clearance Request AF 103: The Contractor shall submit an AF Form 103, Work Clearance Request 30 business days prior to any on-site construction work to Reference Attachment B, Laughlin AFB Division 01 General Specifications, section 2.

2.5.2. FAA Determination: The Contractor shall submit a FAA determination request to be obtained from the FAA. The Contractor shall be responsible for submitting this determination request at https://oeaaa.faa.gov/oeaaa/oe3a/main/#/home.

Information required shall be equipment to be used on site, height of equipment on site, dates the equipment shall be on site, and exact coordinates. The Contractor shall submit the final determination FAA Form 7460-1 to the CO. The determination request shall be processed 60 calendar days prior to the construction start date.

2.5.3. Controlled Movement Area (CMA): The construction at B1776 will take place within the Controlled Movement Area of the airfield. The airfield area and movement within it shall be done in accordance with Attachment B, Laughlin AFB Division 01 General Specifications, section 14 Work in Controlled Area.

2.5.3.1. The Contractor and all Subcontractors shall comply with all Controlled Area procedures at all times. These procedures shall be briefed during the pre-construction meeting. The Contractor shall ensure all vehicles used for airfield driving display their company logo on both sides of each vehicle or fill out a Privately Owned Vehicle (POV) Pass to the CO for processing. The Contractor shall have a radio to maintain contact with the Air Traffic Control Tower (ATCT) while driving in the Controlled Movement Area while the airfield is open. The Government shall provide radios for ATCT communications. It is the responsibility of the Contractor to ensure every driver has radio contact with the ATCT or escort every driver who does not have a means of radio contact. The Contractor shall notify Airfield Management when they enter and leave the airfield while the airfield is open by calling 830- 298-5308 or 830-298-5309. The Contractor shall notify 47th Security Forces when they enter and leave the airfield while the airfield is closed by calling 830-298-5100. The Contractor shall coordinate with the https://oeaaa.faa.gov/oeaaa/oe3a/main/#/home

"47th"

Government two weeks prior to construction start date to receive training.

2.5.3.2. Contractor personnel shall be required to attend an Airfield Driving

Training Class, refer to Attachment B, Laughlin AFB Division 01 General Specifications for further information. This includes about two hours of briefing, two familiarization drives, and some administration work to be handed a license. The Contractor shall coordinate with the Government two weeks prior to construction start date to receive training. Failure to abide by Airfield Driving Training may lead to revocation of AF IMT 483 Licenses, suspension of airfield access, and re-training.

2.5.4. Airfield entry: The Contractor shall use Entry Control Point (ECP) 5, which is the closest airfield entry to B1776.

2.5.5. Free Zone: During the project, a Free Zone shall be created to allow for the Contractor freedom of movement within the construction area only. The Government shall work with the Contractor to establish said area. If a Free Zone can be established, the Contractor shall “activate “ their Free Zone by calling Base Ops at (830) 298-5309. By “activation” of the Free Zone, the Government means whenever the Contractor is entering and leaving the work zone for the day.

2.5.6. Water Source: There is no water available within the Controlled Movement Area (CMA). With prior coordination with the Contracting Officer, the Contractor will be given access to water hydrants to obtain water for construction activities.

Contractor shall use the overhead spigot located by Entry Control Point (ECP) 5 as a water source for this project. The Contractor shall ensure an adequate air gap is implemented. The Contractor shall ensure there is enough clearance below/around the overhead spigot for the truck they are bringing.

2.5.6.1. The Government shall provide Fire Hydrants’ locations upon award. To use the fire hydrant the Contractor will need a 4" 5 Storz quick connect cap and hydrant wrench to use the two (2) 2 ½" diameter side discharge fire hose connections – fire threads are different from normal pipe threads (NPT). A backflow preventer shall be procured and installed by the Contractor for the times of use. The Contractor shall be responsible for equipment, third party backflow testing agency, and coordination with the Government for supervision/witnessing of backflow test. Hose must be compatible with quick connection on hydrants. The Contractor shall notify the CO seven (7) business days prior to when they plan to use Fire Hydrants for the proper coordination to happen. Backflow device and location shall be submitted on the AF 3000 and approved by the Government prior to installation.

2.5.7. Site Requirements:

2.5.7.1. Working Hours: Due to the mission impact of this construction project, the Contractor shall perform work as necessary to ensure all construction is executed and completed within the Period of Performance (PoP) outlined in Section 6.0 of this SOW. Normal duty hours consist of 0730 – 1630 Monday through Friday. The Contractor shall outline work outside of these hours in the Progress Schedule and Progress Report (Attachment I). The Contractor shall also notify and coordinate with the CO if they choose to work outside of normal duty hours.

2.5.7.2. Worksite Cleaning and Standards:

2.5.7.2. Due to the location of the project, the Contractor shall be responsible for submitting a Foreign Object Detection (FOD) Plan. This plan shall show how they are planning to clean the site, ensuring dust/debris are kept to a minimum. The Contractor shall submit this plan to the CO for approval.

2.5.7.2. The Contractor shall be responsible for maintaining the cleanliness of their site. There shall not be any trash/rubbish strewn about on the grounds. The Contractor shall designate trash disposal areas and use enclosed dumpsters with a cover that is secured and able to withstand high winds.

2.5.7.2. The Contractor shall provide the offsite disposal location in writing. If said location is not an already approved disposal site, the Contractor shall receive approval from the city and/or county. The Contractor shall submit documents to the CO for approval before site may be used. The Contractor shall also submit the weight disposal tickets from construction debris to the CO.

2.5.7.2. The Contractor shall be responsible for maintaining awareness of incoming inclement weather. To assist, the Government may send out notifications as well, but these notifications do not alleviate the Contractor from their responsibility.

2.5.7.2. Upon completion of the project, the Contractor shall be responsible for restoring the surrounding area to its original state or better. Any grass that has been disturbed shall be restored. The Contractor shall remove and properly dispose of any debris within the construction site. All leftover material that has not been used shall be removed. The Contractor shall remove all equipment from the site and take down any fencing and/or barricades that have been placed to cordon off the site. All cleaning shall be done before the Government accepts the completed product.

2.5.7.2. The Contractor shall reference Attachment B, Laughlin AFB Division 01 Specifications, for additional information on worksite cleaning procedures and standards.

2.5.7.2. The Contractor shall include within the design specifications all the Laughlin AFB specific guidance. See Attachment B, Laughlin AFB Division 01 General Specifications, Attachment C, LAFB Environmental Quality Construction Specification, and Attachment D, Laughlin Installation Facility Standards.

2.5.7.3. Laydown Yard: The Contractor shall submit a request for a laydown area to the CO for approval. Said laydown area shall be clearly visible with construction fencing. Every effort shall be made by the Contractor to preserve the grass/grounds throughout the duration of the usage of the laydown area. The Contractor shall use the laydown yard for storage as much as possible. If the Contractor wishes to leave certain equipment and/or materials on the airfield at the end of each workday, the Contractor shall identify these materials and equipment in the Temporary Construction Waiver (TCW) and obtain approval from the CO. The Contractor shall submit a Traffic Control Plan showing the planned traffic routes from Laughlin AFB Entry Control Point to laydown yard and laydown yard to construction site to the CO for approval.

3. Submittals

3.1. Design: The Contractor shall submit the following design submittals:

3.1.1. Intermediate Design (65%) The Intermediate Design package shall include all comments/corrections from the 35% design review. The Contractor shall submit an Intermediate Design (65% Design) package including:

3.1.1.1. Design Analysis: one digital copy (PDF)

3.1.1.2. Drawings: and one digital copy (PDF)

3.1.1.3. Draft Specifications: one digital copy (PDF)

3.1.1.4. Draft Construction Schedule: one digital copy (PDF)

3.1.1.5. Draft Structural Analysis Report: one copy (PDF)

3.1.1.6. Design Calculations: one digital copy (PDF)

3.1.2. Pre-Final Design (95%) - The Pre-final design package shall include all comments/corrections from the 65% design review. The Contractor shall submit a Pre-Final Design (95%) package including:

3.1.2.1. Design Analysis: one digital copy (PDF)

3.1.2.2. Drawings: and one digital copy (PDF)

3.1.2.3. Draft Specifications: one digital copy (PDF)

3.1.2.4. Draft Construction Schedule: one digital copy (PDF)

3.1.2.5. Draft Structural Analysis Report: one copy (PDF)

3.1.2.6. Design Calculations: one digital copy (PDF)

3.1.3. Final Design (100%) - The Final design package shall include all comments/corrections from the 95% design review. The Contractor shall submit a Final Design (100%) package including:

3.1.3.1. Design Analysis: one digital copy (PDF)

3.1.3.2. Drawings: one 24x36 inch paper copy (D size) and two digital copies (one PDF and one CAD format)

3.1.3.3. Specifications: one digital copy (PDF)

3.1.3.4. Construction Schedule: one digital copy (PDF)

3.1.3.5. Submittal Register: two digital copies (one PDF and one Microsoft Excel)

3.1.3.6. Design Calculations: one digital copy (PDF)

3.1.3.7.The Contractor shall provide a submittal registry at 95% and 100% design submittal for Government review and approval that covers all work performed by the Contractor and all requirements mentioned within this

SOW.

3.2. The Contractor shall submit design packages in accordance with schedule in Table 1 within this SOW.

3.3. The Contractor shall submit all submittals to the Government for review and approval, see Attachment F, Schedule of Submittals.

3.4. For submittal requirements the Contractor shall refer Attachment B, Laughlin AFB Division 01 General Specifications, section 11.

4. Designer of Record

4.1. The term “Designer of Record” in the context of this project shall mean the principal professional Architect or Engineer. The Contractor shall serve as the “Designer of Record” and, as such, will ensure that all completed designs are prepared by registered professionals. The Contractor is accountable for all aspects of the completed design drawings.

5. Meetings

5.1. Refer to Attachment B, Laughlin Air Force Base Division 01 General Specifications for Construction Projects, section 6.2 for all meetings the Contractor is expected to participate in throughout the duration of the project. Additional meetings may be held as required.

5.2. The Kickoff Meeting shall be held prior to issuing NTP 1. The Government will host a Kickoff Meeting. At the Kickoff meeting, the Contractor shall provide their on-site investigation agenda.

5.3. The on-site investigation shall be held within 7 calendar days of NTP 1. The Government will host the Contractor firm for the On-site investigation. The purpose of this meeting shall be to discuss the design intent. The Trip Report shall be submitted within the first 14 calendar days after NTP 1.

5.4. The design review meetings will take place after the 35%, 65%, 95% and 100% design deliverables. The meeting will address all design review comments provided by the Government. The design review meeting shall take place within 7 calendar days of receipt of Government comments. The 35% design review meeting will take place at Laughlin AFB. The 65%, 95% and 100% review meetings will take place via teleconference.

5.5. Partnering meetings shall be held monthly. The CO will host the meetings via teleconference. The purpose is to provide progress updates between the Government and the Contractor.

5.6. The Contractor is responsible for providing meeting minutes after each meeting to the Government no later than three days after each meeting. Meeting minutes shall include the attendee list.

6. Schedule

6.1. This project shall have three Notices to Proceed (NTP):

6.1.1. NTP 1 will be for design submittals and shall last for 217 calendar days.

6.1.2. NTP 2 will be for material submittals and shall last for 90 calendar days.

6.1.3. NTP 3 will be for construction. and shall last for 45 calendar days.

6.1.3.1. The Contractor shall not begin work on a design submittal until the previous design submittal is approved by the Government.

6.1.3.2. The Government will require up to 21 calendar days for review of each design submittal. The Government will provide review comments to the Contractor and a design review will take place after each design submittal.

6.1.4. The total Period of Performance (PoP) is 352 calendar days.

6.1.5. Depending on time of award and surrounding holidays, PoP may be adjusted by

CO.

6.2. Table 1. Design Submittal Schedule

Design Submittal Delivery Dates (calendar) 65% Intermediate Design Submit 56 days after NTP 1

65% Design Government Review

21 days after 65% design submittal

65% Design Comment Review Meeting

Within 7 days of receipt of Government comments

95% Pre-Final Design

49 days after Government approved 65% design submittal

95% Design Government Review

21 days after 95% design submittal

95% Design Comment Review Meeting

Within 7 days of receipt of Government comments

100% Final Design 35 calendar days after Government approved 95% design submittal

100% Design Government Review

21 days after 95% design submittal

7. Training

7.1. Attachment B, Laughlin Air Force Base Division 01 General Specifications for Construction Projects, section 2.4. specifies all required training the Contractor will need to complete.

7.2. Attachment C, Laughlin AFB EQ Contractor Tech Specs FY26EQ, Appendix B Environmental Management System (EMS) General Awareness, contains training slides all contractors must take.

8. Warranty

8.1. The Contractor shall complete all inspection and acceptance requirements prior to final inspection.

8.2. The Contractor shall prepare and submit an approved draft of DD 1354, Transfer and Acceptance of DoD Real Property prior to pre-final inspection.

8.3. The Contractor shall incorporate the Government’s comments from the approved draft DD

1354, Transfer and Acceptance of DoW Real Property and submit a finalized version at the final inspection.

8.4. The warranty shall be issued in accordance with FAR 52.246-21. The Contractor is required to provide workmanship and manufacturer’s warranties.

8.5. All warranties shall guarantee work for a period of not less than one year or as offered by the standard manufacturer warranty; whichever is longer.

I. Attachments:

A. Cabin Floor Plan (CUI)

B. Laughlin AFB Division 01 General Specifications

C. Laughlin AFB EQ Contractor Tech Specs FY26

D. Laughlin Installation Facility Standards

E. Laughlin AFB Short-Term Contractor Hazmat Usage Log

F. B1700 Hazardous Material Test Report

G. Schedule of Submittals

H. Progress Schedule Form and Contract Progress Report

I. Buildings 1700/1776 As-Builts – available by request only

J. Lead Report Building 1700_1995