STATEMENT OF WORK

Irrigation Line, Asphalt, and Curb & Gutter Repair with Valve Installation

PROJECT NO: HAYW262014

7 April 2026

• 144TH FIGHTER WING CALIFORNIA AIR

• NATIONAL GUARD, FRESNO

Statement of Work:

1.0 Introduction and Background

This Statement of Work (SOW) outlines the necessary repairs for two broken water lines.

Location 1 requires repair of a 3-inch irrigation line located approximately three feet deep beneath an asphalt street. A leak from this irrigation line has resulted in damage to the street surface, including approximately 150 square feet of asphalt and 15 linear feet of concrete curb and gutter. Location 1 also includes the installation of a new isolation valve for future maintenance. Location 2 requires repair of a section of the 2.5-inch PVC irrigation line. The depth of this line is approximately 3 feet deep. This document details the scope of work, materials, and standards required to complete the project. The objective is to restore the infrastructure to full functionality and to prevent future damage.

2.0 SITE OF WORK

All work will occur at the

Fresno Air National Guard Base 5323 McKinley Ave, Fresno, CA 93727

3.0 Scope of Work

The contractor shall provide all labor, materials, and equipment to perform the following tasks:

3.1 Irrigation Line Repair

• There are two Repair Locations. Location 1 is on Air Guard Road. Location 2 is on the West of the Inspection area at the West Gate Entrance to the Base.

• Excavation and Safety: The contractor will excavate the area of the broken pipe.

The trench must be of sufficient width to allow for safe working conditions. All excavation work must comply with OSHA regulations, including inspection by a competent person to assess site conditions and the need for any protective systems.

• Pipe Repair Location 1: The damaged section of the 3-inch irrigation line shall be removed and replaced. The depth of this line is approximately 4 feet deep. The replacement pipe must be of the same or superior quality to the original. Upon completion of the repair, the line will be tested to ensure there are no leaks.

• Pipe Repair Location 2 : The damaged section of the 2.5-inch PVC irrigation line shall be removed and replaced. The depth of this line is approximately 3 feet deep.

The replacement pipe must be of the same or superior quality to the original. Upon completion of the repair, the line will be tested to ensure there are no leaks.

• Backfilling: The trench will be backfilled with suitable material, free of organic matter, debris, and large rocks. The backfill will be placed in lifts not exceeding 6 inches and compacted to a density of at least 95% of the maximum density.

3.2 Asphalt Repair

• Asphalt Removal Location 1: The damaged asphalt, estimated at 150 square feet, will be saw-cut to create clean, straight edges. The repair area should be squared off. All damaged asphalt and base material will be removed and disposed of legally.

• Asphalt Removal Location 2: The damaged asphalt, estimated at 250 square feet, will be saw-cut to create clean, straight edges. The repair area should be squared off. All damaged asphalt and base material will be removed and disposed of legally.

• Subgrade and Base Preparation: The subgrade will be compacted to provide a stable foundation for the new asphalt. A new aggregate base will be installed and compacted to the proper depth and density.

• Asphalt Paving: A new asphalt surface will be installed in lifts, with each lift being compacted before the next is applied. The final asphalt surface will be smooth and flush with the surrounding, existing pavement.

3.3 Curb and Gutter Repair (Only at Location 1)

• Removal: The contractor shall saw-cut and remove approximately 15 linear feet of damaged concrete curb and gutter. All debris shall be removed and disposed of legally.

• Preparation and Forming: The subgrade will be prepared and compacted. Forms will be set to match the dimensions and profile of the existing, adjacent curb and gutter.

• Concrete Pour: New concrete will be poured, finished, and cured in accordance with relevant UFC and industry standards. Expansion joints shall be installed as required to match the existing pattern.

3.4 Isolation Valve Installation (Only on Location 1)

• Valve Installation: The contractor shall install a new 3-inch ball valve on the irrigation line.

• Location: This valve shall be located south of the newly installed curb and gutter, placing it outside of the asphalt street area for accessibility.

• Access: The valve shall be housed within a suitable valve box with a removable cover, ensuring easy access for future operation and maintenance. The top of the valve box shall be set flush with the final grade.

4.0 Materials

Item Material Specification Irrigation Pipe

3-inch diameter for Location 1 and 2.5-inch diameter for Location 2, Schedule 40 PVC pipe or equivalent.

Isolation Valve

Only for Location 1, 3-inch, full-port ball valve, rated for underground burial and water service.

Valve Box Standard irrigation valve box with cover, appropriately sized for the valve.

Backfill Granular material, free of organic material, debris, and rocks larger than 2 inches.

Asphalt Hot mix asphalt (HMA) appropriate for the existing road conditions and traffic load.

Concrete 3000 PSI (or as specified by relevant UFCs) air-entrained concrete.

5.0 Standards and Compliance

All work performed under this SOW must comply with the most recent versions of the following standards:

• Air National Guard Engineering Technical Letters (ANGETL):

o ANGETL 24-02: Air National Guard Design Objectives and Procedures.

o ANGETL 24-01-07: Airfield and Vehicle Pavement Design Guidance.

• Unified Facilities Criteria (UFC):

o UFC 1-200-01: General Building Requirements.

o UFC 3-201-01: Civil Engineering.

o UFC 3-250-01: Pavement Design for Roads and Parking Areas.

o UFC 3-270-01: Asphalt and Concrete Pavement Maintenance and Repair.

• Occupational Safety and Health Administration (OSHA):

o 29 CFR 1926.651: Specific Excavation Requirements.

o 29 CFR 1926.652: Requirements for Protective Systems.

• All other relevant state and local building codes.

6.0 Safety

The contractor is responsible for developing and implementing a site-specific safety plan.

A competent person, as defined by OSHA, must be on-site during all excavation activities to monitor conditions and ensure compliance with all safety regulations.

7.0 Period of Performance

The work outlined in this SOW shall be completed within [Number] days of the contract award.

8.0 Acceptance Criteria

The project will be considered complete when:

• The irrigation line is repaired and passes a pressure test with no leaks.

• The asphalt is repaired, with a smooth and level surface, and shows no signs of settling or cracking.

• The new curb and gutter section is properly cured and matches the existing profile.

• The new isolation valve is installed correctly, is easily accessible through its valve box, and functions properly.

• The work site is cleaned of all debris and equipment.

• All work is certified to be in compliance with the standards listed in Section 5.0.

9.0 Schedule

The contractor shall perform construction between the hours of 0700-1630 from Monday through Friday, except on recognized US holidays or when the Government facility/installation is closed due to local or national emergencies, administrative closings, or similar Government-directed facility/installation closings. Additionally, no performance shall be during a base scheduled day off (SDO) unless allowed by the Contracting Officer Representative (COR). The 144 FW base participates in a 5-4-9 compressed work schedule with a scheduled day off (SDO) every two weeks. A list of SDOs will be provided upon contract award.

10. Security

Base Access. Base security requires all personnel entering the installation be cleared for access. Contractor personnel that have infractions against public safety will be denied access. The contractor will provide first name, last name, date of birth and DBIDS code for all personnel accessing the base. The contractor shall submit this information using the Wing Form and DBIDS Pre-Enrollment application no later than five working days prior to the date of required access. Foreign national reviews require approx. 45 working days for review through another agency and access will not be provided until review is completed.

All contractor personnel must maintain a valid driver’s license, vehicle registration/proof of insurance (if applicable) at all times while on base. A Real ID is the preferred identification for base vetting purposes. In lieu of a Real ID, Original Social Security Card and Original Birth Certificate or a valid U.S. Passport will suffice. The primary method of Antiterrorism Awareness Level I Training and OPSEC training will be by instructor.

DBIDS Pre-enrollment: https://dbids-global-enroll.dmdc.mil/preenrollui/#!/

10.1 Access and General Protection/Security Policy and Procedures. This standard language is for contractor employees with an area of performance within Government controlled installation, facility, or area. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy.

Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

10.2 For Contractors that do not require CAC, but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center https://dbids-global-enroll.dmdc.mil/preenrollui/#!/

Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 10- 245, AFI 31-101 and AFMAN 31-113), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

10.3 Antiterrorism Awareness Level I Training (AT Level I). This standard language is for contractor employees with an area of performance within a US Government controlled installation, facility or area. All contractor employees, to include subcontractor employees, requiring access to US Government installations, facilities and controlled access areas shall complete AT Level I training within 45 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. AT Level I may be accomplished by a Level I qualified instructor.