Attachment 1 - Statement of Work.pdf

[DRAFT]

STATEMENT OF WORK

MXDP 25-1011 REPAIR FENCE REFUELING PARKING AREA, F2420

LAUGHLIN AIR FORCE BASE, TEXAS

2 FEBRUARY 2026

PREPARED BY: 47 CES/CENMP

MXDP 25-1011 2 Feb 26

REPAIR FENCE REFUELING PARKING AREA, F2420

1. Project Description

1.1. Purpose

1.1.1. The purpose of this project is to repair by replacing the chain link fence for the

Refueling Parking Area. Petroleum, Oils and Lubricants (POL) chain link fence. The existing fence does not meet standards for fuels management to include fence height, presence of barbed wire, and the ground to fence bottom gap exceeds spacing requirements.

1.2. Background

1.2.1. The existing fence system does not meet Force Protection Height/Barbed

Wire/Ground to fence bottom gap spacing requirements IAW DAFI 31-101, Integrated Defense, DAFI 23-201 Fuels Management, UFC 3-460-01 Design

Petroleum Facilities and UFC 4-022-03 Security Fences and Gates.

1.2.2. The total length of the new fence system is approximately 2,500 Linear Feet (LF), which includes two 20-foot automatic sliding gates, one 12-foot swing gate, two 20-foot swing gates and 5 four-foot personnel gates. All gates shall include barbed wire installation.

1.3. Location of Work

1.3.1. Perimeter fence of 55 Kansas Avenue, Laughlin AFB, Texas, Building 8.

1.4. This project is a design-build contract. The Contractor shall be responsible for a complete

100% design, ready to issue for construction (IFC), and construction of the fence.

1.5. The Contractor shall submit a Final Statement of Work (SOW) with their proposal.

2. Scope of Work

2.1. The Contractor shall provide all materials, labor, tools, equipment, transportation, and all other incidentals to complete the work outlined in this draft Statement of Work (SOW) to design and install approximately 2,500 LF of new fence, with gates, that meets all security standards for fuels management and airfield fencing requirements.

2.2. The work shall include the following:

2.2.1. Demolition of the existing POL chain link fence and fence accessories.

2.2.1.1. The Contractor shall remove fencing mesh and deliver to Government for storage on LAFB. Provide Government 24-hour notification for delivery.

2.2.2. Inspection and repair, if needed, of the motors used for the automatic sliding gates.

2.2.2.1. Sliding gates shall be commissioned to ensure automatic operation as needed for fuels management facility.

2.2.3. Removal and replacement of fence signage, electrical conduit/service, and new fence line, see Attachment B, Pre-Existing Conditions.

2.2.3.1. The Contractor shall confirm operations of electrical before and after installation.

2.2.4. Addition of personnel gate, ADA compliant sidewalk leading to the covered patio, and bollards to protect fence, see Attachment B, Pre-Existing Conditions.

2.2.5. All materials installed shall follow UFGS and Designer of Record (DOR) specifications and manufacturer installation instructions.

2.3. All work on this project shall be accomplished in accordance with, but not limited to, manufacturer inspections and the latest editions of the following and all specifications cited therein:

2.3.1. Attachment C, Laughlin AFB Division 01 General Specifications for Construction

Projects

2.3.2. Attachment D, Laughlin AFB Environmental Quality Construction Specifications

2.3.3. Attachment E, Laughlin Installation Facility Standards (IFS)

2.3.4. UFC 4-022-03 Security Fences and Gates

2.3.5. UFC 1-200-01 DoD Building Code

2.3.6. UFC 3-120-01 Design: Sign Standards

2.3.7. UFC 2-100-01 Installation Master Planning

2.3.8. UFC 3-201-01 Civil Engineering

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

2.3.10. UFC 3-460-01 Design Petroleum Facilities

2.3.11. UFC 4-022-01 Entry Control Facilities Access Control Points

2.3.12. UFC 4-022-02 Selection and Application of Vehicle Barriers

2.3.13. DAFI 31-101 Integrated Defense (CUI) (Provided by Security Forces Squadron)

2.3.14. DAFI 23-201 Fuels Management

2.4. Existing Conditions

2.4.1. The Contractor shall investigate the existing condition of the POL Fence system;

obtain all necessary information and engineering design data through on-site investigation, reconnaissance, and surveys, as required to complete the scope of work.

2.4.1.1. The Contractor shall develop an agenda for the on-site investigation. The agenda shall be provided to the Government 14 calendar days prior to the beginning of NTP #2.

2.4.1.2. The Government shall 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 investigation to obtain all the information necessary to provide complete and fully functioning systems.

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

2.4.2. The Contractor shall submit a proposal and SOW on the demolition and repair work to be done on the existing fence system. There shall be minimal disturbance of the current fence system during the site investigations.

2.5. Design Requirements

2.5.1. The Contractor shall provide a demolition plan. It shall include, but is not limited to, the following items:

2.5.1.1. Chain link fence meshing and gates.

2.5.1.2. Fence posts, tension bands, barbed wire arms.

2.5.1.3. Tension wires and barbed wire.

2.5.1.4. Electrical conduit, service and grounding.

2.5.1.5. The Contractor shall demolish in phases to always maintain security requirements.

2.5.2. The Contractor shall complete a 100% design for a chain link fence that meets standards per UFC 4-022-03 Security Fences and Gates. All designs and drawings shall be prepared by a registered professional engineer and architect of the required disciplines.

2.5.2.1. Chain link mesh shall be a minimum of eight feet tall, nine gauge, and two-inch by two-inch diamond pattern with twisted ends.

2.5.2.2. Support arms and barbed wire shall be installed around the entire perimeter of the POL Fueling area and be installed per UFC 4-022-03 Security Fences and

Gates.

2.5.3. The Contractor shall design and install new vehicle and personnel gates in locations and in dimensions referenced in Attachment B, Pre-Existing Conditions.

2.5.4. The fence shall be galvanized, a natural color, referenced in Attachment E, Laughlin

AFB Installation Facility Standards (IFS).

2.5.5. The Contractor shall install the fence posts with a finish flush to existing ground in concrete.

2.5.6. The Contractor shall provide Concrete Mix Design Data, Concrete Mix Design Test

Report, Concrete Compressive Strength Test Report, Concrete Slump Test Report, Concrete Water Test Report, Testing Laboratory Accreditation per concrete truck, and state registered Master Electrician license for electrician.

2.5.7. The Contractor shall provide a plan to relocate the fence line, including safety bollards, to allow sufficient and compliant space between the back portion of the fence and Building 33, specified in Attachment B, Pre-Existing Conditions.

2.5.8. The Contractor shall maintain swales to ensure proper drainage where applicable.

2.5.8.1. The maximum height from the bottom of the fence to ground shall not exceed two inches for the entire perimeter of the fence. Solution shall be presented by Contractor in the SOW and during design where applicable to adhere to clearance requirements.

2.5.9. The Contractor shall provide a phasing plan to ensure that continuous force protection measures for fencing are followed at the POL facility during construction.

2.6. Construction Requirements

2.6.1. The Contractor shall take photographs of the site prior to the start of construction.

2.6.2. The Contractor shall submit a request for a laydown yard as specified in Attachment

D, Laughlin AFB Environmental Quality Construction Specifications Section 3.3.1 and follow procedures for maintaining it within Attachment C, Laughlin Air Force

Base Division 01 General Specifications for Construction Projects, Section 12.3.

2.6.3. The Contractor shall perform the construction in accordance with the approved

100% design documents. Installation shall be in accordance with all the manufacturers’ recommendations and any subsequently referenced specifications therein.

2.6.4. The Contractor is responsible for coordinating with the users of the facility to disconnect and reconnect any utilities or services that may be affected during construction. The Contractor shall notify the Government at least 15 business days prior to disconnecting any utilities and services. The Contractor shall minimize these interruptions as much as possible.

2.6.4.1. The Contractor shall ensure there is always proper lighting for the fuels parking area.

2.6.5. The Contractor shall remove, store and replace the fence signage to its original location after the completion of the fence, refer to Attachment B, Pre-Existing

Conditions.

2.6.6. The Contractor shall remove any signs and objects and turn into Fuels Management listed in Attachment B, Pre-Existing Conditions.

2.6.7. An AF103, Work Clearance Request must be submitted to Base CE customer service 30 business days before digging or construction of any kind.

2.6.8. The Contractor shall provide temporary fencing during phasing to ensure all security requirements are met at all times for open/incomplete portion, if any, of the fence of the project during construction until the new fence has been completed.

2.6.9. The Contractor shall clean the area of work after each day of work and ensure the area is free from any foreign object debris (FOD).

2.6.10. The Contractor shall clean the site and restore it to its original condition or better when construction of the fence is complete.

2.6.11. The Contractor may propose any methods they consider appropriate, with

Government approval, to expedite the construction period of performance (PoP).

3. Submittals

3.1. The Contractor shall provide the following design submittals:

3.1.1. The Contractor shall submit design packages in accordance with schedule in Table

1 as described within this draft SOW.

3.1.2. Pre-Final Design (95%) – The Contractor shall submit a Pre-Final Design (95%) package including:

3.1.2.1. Summary of Site Investigation: one digital copy (PDF)

3.1.2.2. Contractor Work Proposal: one digital copy (PDF)

3.1.2.3. Design Analysis: one digital copy (PDF)

3.1.2.4. Drawings: One digital copy (one PDF)

3.1.2.5. Draft Specifications: One digital copy (PDF)

3.1.2.6. Draft Construction Cost Estimate, Class 1: one digital copy

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

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

3.1.2.9. Draft Statement of Work: 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 DWG format).

3.1.3.3. Specifications: One paper copy and one digital copy (PDF)

3.1.3.4. Construction Cost Estimate, Class 1: one digital copy

3.1.3.5. Construction Schedule: one digital copy (PDF)

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

3.1.3.7. Statement of Work: one digital copy (PDF)

3.1.4. The Contractor shall provide a construction schedule for the 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 provide a construction cost estimate at the 95%, and 100% design deliverables. Cost estimates shall detail individual construction components with RSMeans reference for every line item. Performing the estimate in e4Clicks is preferred but not required. If e4Clicks is used, the export file shall also be submitted.

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

3.1.7. The Contractor shall provide a Statement of Work (SOW) for Construction at 95% and 100% design submittal for Government review and approval. The SOW shall include at a minimum:

3.1.7.1. Description of work to be accomplished, including the Construction requirements outlined within this draft SOW.

3.1.7.2. Where phasing is appropriate, each phase and duration shall be clearly defined in the scope of work and specifications. Phase plan will include information required in UFC 4-022-03 Security Fences and Gates.

3.1.7.3. Requirements for component/system testing.

3.1.7.4. Requirements for system commissioning.

3.1.8. Requirements for Operations and Maintenance (O&M) training and warranty.

3.1.8.1. The new fence shall have a product warranty that has no dollar limit, from the single source manufacturer. The Contractor shall provide a 1-year workmanship warranty that covers all work performed by the Contractor and all requirements mentioned in this draft SOW.

3.1.9. The Contractor shall update the Attachment F, Schedule of Submittals.

3.1.9.1. The Contractor shall ensure that no construction work begins, or material/equipment is acquired until submittals for that work or item have been approved.

3.2. The Contractor shall provide the Government with as-built drawings upon completion of construction. One 24x36 inch paper copy (D size) and two digital copies (one PDF and one CAD format).

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 A-E shall serve as the “Designer of Record” and, as such, will ensure that all completed designs are prepared by registered professionals.

The A-E is accountable for all aspects of the completed design drawings.

5. Meetings

5.1. Refer to Attachment C, 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

Kick-Off Meeting.

5.3. The Contractor shall submit AF 103 within seven calendar days of NTP #1 and allow 49 calendar days to process from NTP #1.

5.4. The Contractor shall provide their On-site investigations agenda 14 calendar days prior to

NTP #2.

5.5. The on-site investigation shall be held within seven calendar days of NTP #2. The

Government will host the Contractor for the on-site investigation. The purpose of this meeting shall be to discuss the design intent. The On-site Investigation Trip Report shall be submitted within 14 days after NTP #2.

5.6. The design review meetings will take place after the 95% and 100% design deliverables.

The meetings will address all design review comments provided by the Government. The design review meeting shall take place within seven calendar days of receipt of

Government comments. The 95% design review meeting will take place at Laughlin AFB.

5.7. 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.

5.8. 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 meeting attendee list.

6. Schedule

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

6.1.1. NTP #1 shall be for processing AF Form 103 and On-Site Investigation Agenda submittal.

6.1.2. NTP #2 shall be for design submittals.

6.1.3. NTP #3 shall be for pre-construction submittals.

6.1.3.1. The Contractor shall have all material available on site prior to start of NTP

#4.

6.1.4. NTP #4 shall be for construction.

6.2. Period of Performance (PoP)

6.2.1. The PoP for NTP #1 is 49 calendar days.

6.2.2. The PoP for NTP #2 is 119 calendar days.

6.2.3. The PoP for NTP #3 is 35 calendar days.

REPAIR FENCE REFUELING PARKING AREA, F2420 [DRAFT]

6.2.4. The PoP for NTP #4 is 98 calendar days

6.2.5. The total PoP is 301 calendar days.

6.3. The Contractor shall not begin work on the design submittal until the previous design submittal is approved by the Government. The Contractor is required to attend a Kick-Off meeting where the first NTP will be given, prior to the start of construction.

6.3.1. The Government shall require up to 21 calendar days for review of each design submittal. The Government shall provide review comments to the Contractor, and a design review meeting shall take place after the 95% design submittal.

6.4. Table 1. Design Submittal Schedule

Design Submittal Delivery Dates (calendar)

AF Form 103 Submit within 7 calendar days after NTP #1.

Government review and completion of AF Form

Submit completed AF Form 103 within 49 calendar days after NTP #1

On-site Investigation

Agenda

Submit 14 calendar days prior to NTP #2.

On-site Investigation Shall be held within 7 calendar days after NTP #2

On-site Investigation Trip

Report

Submit 14 calendar days after NTP #2

95% Pre-Final Design 42 calendar days after NTP #2

95% Design Government

Review

21 calendar days after 95% design submittal

95% Design Comment

Review Meeting

Within 7 calendar days of receipt of

Government comments

100% Final Design 35 calendar days after Government approved

95% design submittal

REPAIR FENCE REFUELING PARKING AREA, F2420 [DRAFT]

100% Design Government

Review

14 days after 100% design submittal

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

7. Training

7.1. Attachment C, Laughlin Air Force Base Division 01 General Specifications for

Construction Projects, section 2.4 for all required training the Contractor will need to complete.

7.2. Attachment C, Laughlin Air Force Base Division 01 General Specifications for

Construction Projects, section 6.2.2 Airfield Driving Training.

8. Attachments

A. As-Builts (upon request)

B. Pre-Existing Conditions

C. Laughlin Air Force Base Division 01 General Specifications for Construction

Projects

D. Laughlin AFB Environmental Quality Construction Specifications

E. Laughlin AFB Installation Facility Standards (IFS)

F. Schedule of Submittals

G. Progress Schedule Form and Contract Progress Report