5 - MXDP 26-1002 SOW.docx

MXDP 26-1002 OCTOBER 2026

Repair Outside Runway 13L Sections R05C1/2

STATEMENT OF WORK

MXDP 26-1002 REPAIR OUTSIDE RUNWAY 13L SECTIONS R05C1/2

LAUGHLIN AIR FORCE BASE, TEXAS

OCTOBER 2026

PREPARED BY: 47 CES/CENMP

1. Project Description

1.1. Purpose: The purpose of this project is to provide all labor, equipment, and materials to repair sections R05C1 & 2 of the Outside Runway 13L/31R by milling and overlaying 8.25 inches of hot mix asphalt. The work also includes repainting any required paint markings.

1.2. Location of Project

1.2.1. The two sections are located on the Outside Runway at the intersection 13L and Taxiway Bravo on the airfield at Laughlin Air Force Base. See Attachment A, Asphalt Repair Sections Map.

1.3. This project is a Design Build contract.

1.4. Within this document, the following shall be consistent:

1.4.1. When “the Government” is mentioned, it is a representation of the Project Manager (PM), the Contracting Officer (CO), and the Contract Specialist (CS).

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

2. Scope of Work

2.1. The Contractor shall furnish all materials, labor, tools, equipment, transportation, and all other incidentals necessary to complete the work outlined within this Statement of Work (SOW) to mill and overlay 8.25 inches of existing asphalt pavement.

2.2. Sections R05C1 and 2 have a combined area of 66,135 ft².

2.3. Applicable Reference Documents

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

2.3.2. UFC guidance is available for reference at wbdg.org.

2.3.3. Attachment B, Laughlin AFB Division 01 General Specifications

2.3.4. Attachment C, Laughlin AFB Environmental Quality Construction Specifications

2.3.5. Attachment D, Laughlin Installation Facility Standards

2.3.6. UFC 1-200-01 DoD Building Code

2.3.7. UFC 3-201-01 Civil Engineering

2.3.8. UFC 3-250-03 Standard Practices for Flexible Pavements

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

2.3.10. UFC 3-260-02 Pavement Designs for Airfields

2.3.11. UFC 3-260-04 Airfield and Heliport Markings

2.3.12. UFGS 31 00 00 Earthwork

2.3.13. UFGS 32 01 13.62 Bituminous Surface Treatment [And] [Sand Seal]

2.3.14. UFGS 32 01 16.71 Cold Milling Asphalt Paving

2.3.15. UFGS 32 01 17.61 Sealing Of Cracks In Bituminous Pavements

2.3.16. UFGS 32 01 18.71 Grooving of Airfield Pavement

2.3.17. UFGS 32 11 20 [Base Course for Rigid] [ and] [Subbase][Select-Material] [For Flexible Paving]

2.3.18. UFGS 32 11 23 [Aggregate Base Courses] [and][or] [Graded Crushed Aggregate Base Course] for Flexible Paving

2.3.19. UFGS 32 12 13 Bituminous Tack [and] [Prime] Coats

2.3.20. UFGS 32 12 15.13 Asphalt Paving for Airfields

2.3.21. UFGS 32 17 23.19 Airfield Pavement Markings

2.3.22. UFGS 32 92 19 Seeding

2.4. Existing Conditions

2.4.1. The Contractor shall investigate the existing condition of Runway 13L and obtain all necessary information and engineering design data through on-site investigation, reconnaissance, and surveys, as required to complete the scope of work.

2.4.2. GOVERNMENT FURNISHED DATA: The Government will furnish the 100% final design for MXDP 14-1024 Repair Outside Runway, completed in 2017. This design has expired, but provides final analysis, UFGS specifications and drawings for the entire 13L/31R Outside Runway, including Sections R05C1/2. Refer to Attachment B, Laughlin Air Force Base Division 01 General Specifications Section 5. Prior to the Government providing the data, the Contractor must provide proof of OPSEC.

2.4.2.1. 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 provide complete product.

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

2.4.3. Asphalt pavement work shall be done when the temperature is above 50 degrees Fahrenheit.

2.4.4. The runway was constructed in 1954, with last mill and overlay occurring in 2005.

2.5. Requirements

2.5.1. The Contractor shall complete a 100% design for a fully functional UFGS compliance runway. The design shall include, but is not limited to, the following:

2.5.1.1. Repaint Runway Sections R05C1 and 2, including lead-in lines.

2.5.1.2. UFGS compliant job mix for runways.

2.5.1.3. Remove and replace, in lifts, surface layer with hot mix asphalt.

2.5.1.4. Designs shall include construction site plan and haul route.

2.5.1.5. Designs shall include proposed laydown area and any temporary milling stockpile location, subject to Government approval.

2.5.2. All design and drawings shall be prepared by a registered professional engineer of the required disciplines.

2.5.3. All drawings shall be submitted in PDF and CAD format. The CAD drawings shall be compatible with the Autodesk AutoCAD version 2020. The Contractor shall also submit the associated plot styles for the CAD drawings.

2.5.4. MILL and OVERLAY HOT MIX ASPHALT: Work includes cold milling asphalt pavement, cleaning loose debris from the existing pavement, tack coating, and placing a base and wearing course. Work shall comply with UFGS 32 12 15.13. including, but not limited to job mix design and laboratory and field testing.

2.5.5. SPREAD MILLINGS: The Contractor shall spread and compact the millings on the gravel areas of Laughlin’s designated laydown yards behind Building 100. Excess millings shall be disposed off-base.

2.5.6. PLACE AIRFIELD REFLECTIVE STRIPING: Work includes laying out and placing the specified yellow, red, or white paint with reflective beads Type III on new airfield pavements.

2.5.7. GROOVING AIRFIELD ASPHALT SURFACES: Work shall include a test section to ensure proper blade spacing is used for the specific aggregate prior to work. (reference UFC 3-260-01, UFC 3-260-02, UFGS 32 01 18.71). Work also includes the removal and disposal of slurry from grooving operations in accordance with local environmental regulations. On site dumping is not permitted.

2.5.8. HOT MIX ASPHALT LAB TESTING: The Contractor shall conduct all appropriate asphalt testing required to provide a complete quality product. These tests include but are not limited to Marshall stability, specific gravity, swell, extraction and mix design. The Contractor shall provide all test reports for conducted tests.

2.5.9. HOT MIX ASPHALT FIELD TESTING: The Contractor shall conduct all appropriate asphalt testing required to provide a complete quality product. These tests include but are not limited to in-place density, surface smoothness, subplot sampling for air voids, theoretical max density, and proctor testing.

2.6. Additional Requirements

2.6.1. 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.

2.6.2. AIRFIELD and AIRFIELD CONTROLLED MOVEMENT AREA (CMA) RESTRICTIONS

2.6.2.1. FREE ZONE: During the project, a Free Zone shall attempt to be created to allow 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 is established, the Contractor shall “activate” their Free Zone by calling Base Ops at (830)298-5308. By “activation” of the Free Zone, the Government means whenever the Contractor is entering and leaving the work zone for the day.

2.6.2.2. AIRFIELD CONTROLLED MOVEMENT AREA (CMA): The construction will take place within a controlled area, 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.

2.6.2.3. AIRFIELD DRIVING: In addition, personnel shall be required to attend an Airfield Driving Training Class. Refer to Attachment B, Laughlin AFB Division 01 General Specifications for further information. 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, or re-training.

2.6.2.4. FAA DETERMINATION: The Contractor will obtain an FAA Determination (FAA 7460-1) via https://oeaaa.faa.gov/oeaaa/external/portal.jsp Contractor shall follow any and all requirements dictated by the FAA or Laughlin AFB Airfield Operations personnel in response to the FAA Form 7460-1 submittal.

2.6.2.5. LOW PROFILE BARRICADES: The Contractor shall provide lighted low-profile barricades to outline their construction site within the airfield in accordance with Figure 8-4 in UFC 3-260-04 Airfield and Heliport Marking.

2.6.2.6. SPECIFIED HAUL ROUTE: The haul proposed haul route in the 100% drawings in Government Furnished data from MXDP 14-1024 must be revised. Use ECP #1.

2.6.2.7. HAUL ROUTE HYDROSEEDING: Haul route shall be strictly followed with hydroseeding with water required upon final site clean-up. The perimeter road of the airfield is not made for heavy trucks, any damage to it should be repaired. Any damage to the vegetation from the construction or driving to the construction needs to be brought back as good or better than it was (to include reseeding and watering seeds). A sweeper will be needed to follow trucks.

2.6.2.8. WATER: There is no water on the airfield. To use a 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. Back flow device and location shall be submitted on AF 3000 and approved by the Government prior to installation.

2.6.3. CONSTRUCTION SITE PLAN:

2.6.3.1. DUST CONTROL: Due to the proximity of the site to active runways and taxiways, dust control must be used to reduce dust and debris that would interfere with flying operations.

2.6.3.2. FOD PLAN: Due to the proximity of the site to active runways and taxiways, Foreign Object Debris (FOD) plan must be used to reduce dust and debris that would interfere with flying operations.

2.6.3.3. STORM WATER CONSTRUCTION PERMIT (SWPP): The Contractor shall prepare and implement a SWPP. Refer to Attachment C Laughlin AFB Environmental Quality Construction Specifications.

2.6.3.4. USE OF RADIOACTIVE DEVICES ON GOVERNMENT PROPERTIES: The Contractor shall notify the CO prior to any material/equipment containing radioactive substances are brought on base. The CO will provide the necessary requirements for the application. The application shall be submitted at least 45 calendar days before bringing the equipment onto the installation.

2.6.3.5. DISPOSAL: The Contractor shall complete all demolition and disposal in accordance with the Attachment C, Laughlin AFB Environmental Quality Construction Specifications. Disposal of material on Laughlin Air Force Base is prohibited.

2.6.3.6. WORKING HOURS: All work shall be performed under extended hours with three (3) eight-hour (8) shifts Monday through Sunday. Work shall potentially be performed during federal holidays.

2.6.3.7. DAILY CLEAN UP: Work includes a mechanical sweeper on site to sweep the construction area to mitigate Foreign Object and Debris (FOD) in addition to regular cleaning to maintain site cleanliness. Sweeper machines with metal brushes will not be allowed on the airfield.

3. Submittals

3.1. The Contractor shall submit the following design submittals:

3.1.1. Intermediate Design (65%) - The Contractor shall submit an Intermediate Design (65% Design) package including:

3.1.1.1. Drawings: one digital copy (PDF)

3.1.1.2. Draft Specifications: one digital copy (PDF)

3.1.1.3. Draft Construction Schedule: 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. Drawings: one digital copy (PDF)

3.1.2.2. Specifications: one digital copy (PDF)

3.1.2.3. Construction Schedule: one digital copy (PDF)

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

3.1.2.5. Draft DD Form 1354, Transfer and Acceptance of Real Property: 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. Drawings: two digital copies (one PDF and one CAD format)

3.1.3.2. Specifications: one digital copy (PDF)

3.1.3.3. Construction Schedule: one digital copy (PDF)

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

3.1.3.5. Draft DD Form 1354, Transfer and Acceptance of Real Property: one digital copy (PDF).

3.1.4. The Contractor shall provide a construction schedule for the 65%, 95%, and 100% design deliverables.

3.1.4.1. The schedule shall represent the construction phasing plan on how the work will be sequenced and accomplished based on the design.

3.1.5. The Contractor shall submit Final DD Form 1354, Transfer and Acceptance of Real Property at final inspection for Government review and approval. Attachment B, Laughlin Air Force Base Division 01 General Specifications Section 13.3.

3.1.6. The Contractor shall provide a submittal registry at 95% and 100% design submittal for Government review and approval.

3.1.7. WARRANTY: The Contractor shall provide a 12- month workmanship warranty from the day of acceptance, that covers all work performed by the Contractor and all requirements mentioned in this SOW.

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

3.3. AS-BUILTS: The Contractor shall provide the Government with as-built drawings. One 24 inch × 36 inch paper copies (D size) and two digital copies (one PDF and one CAD format).

3.4. The Contractor shall submit all submittals to the Government for review and approval, see Attachment F, Schedule of Submittals. The Government shall have up to 21 calendar days to review and return.

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

4. Licensing

4.1. The term “Designer of Record” in the context of this project shall mean the principal professional Architect or Engineer. The Contractor shall be responsible for the services provided by 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 issuance of NTP, unless instructed by the CO. The Government will host the Kickoff Meeting.

5.3. The on-site investigation shall be held within 7 calendar days of NTP. The Trip Report shall be submitted within the first 14 calendar days after NTP.

5.4. The design review meetings will take place after the 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 65%, 95% and 100% review meetings will take place via teleconference.

5.5. Partnering meetings shall be held weekly during active construction. The CO can order any additional team meetings. 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 one Notice to Proceed (NTP):

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

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

6.1.3. The Contractor shall not begin construction until all material submittals have been approved, and all materials required to complete the project are obtained and on site.

6.2. Period of Performance (PoP)

6.2.1. The total Pop is 363 calendar days. The PoP may be adjusted by CO for unforeseen delays.

6.3. Table 1. Design Submittal Schedule

7. Training

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

8. Attachments:

A. Asphalt Repair Sections Map B. Laughlin AFB Division 01 General Specifications C. Laughlin AFB Environmental Quality Construction Specifications D. Laughlin Installation Facility Standards E. Schedule of Submittals F. Progress Schedule Form and Contract Progress Report G. Airfield Pavement Condition Index Survey report.