Exhibit E Revised SOW.docx

Statement of Work Repair Apron Joint Sealant 126th Air Refueling Wing Scott AFB, Illinois, 62225 6 July 2021

1.0. Background:

The 126 ARW requires a safe and serviceable parking apron in support of the aircraft assigned to Scott Air Force Base – Air National Guard. This requires the apron concrete to meet Unified Facilities Criteria (UFC) specifications for the Airfield Pavement Condition Survey Procedures. The existing concrete is approximately 15-1/2” thick on the Apron and Taxiway areas. The concrete was poured in 20ft x 20ft sections with construction joints to allow for expansion and contraction. The concrete joint sealant requires replacement.

2.0. DEFINITIONS:

As used throughout this contract, the following terms shall have the meaning set forth below:

2.1. Contractor: The term Contractor as used herein refers to both the prime Contractor and any subcontractors. The Contractor shall ensure that his subcontractors comply with this Statement of Work and all other terms and conditions of this contract.

2.2. Government: Illinois ANG or tenant organization, represented primarily by the CO and COR.

2.3. Contracting Officer (KO): Government representative designated to administer the contract. Only the Contracting Officer has the authority to change the terms of this Contract.

2.4. Contracting Officer Representative (COR): Government representative designated by the Contracting Officer to be responsible for surveillance of Contractor performance.

3.0. SCOPE OF WORK:

The work specified consists of furnishing all labor, equipment, tools, materials, travel, licenses, and permits required to complete the project. Contractor shall bid the project in two sections, Base and Option. The base bid will be to complete the following for Zone 1 and Zone 2. The option will be to complete the following for Zone 3. The work shall be completed in compliance with Section 32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS and updated to all other codes, instructions and regulations.

BASE BID:

3.1. Airfield Repairs

Remove and replace concrete joint sealant and all associated work, 90,000 LF as shown on the drawings. The contractor shall use a cold-applied silicone/polyurethane based material that has jet-fuel resistance to form a complete, uniform separation between the pavements. All of Zone 1 and all of Zone 2.

3.2. The contractor is responsible for verifying scope of work and visible site conditions prior to bid. All measurements shall be field verified by the Contractor. A site visit will be arranged if requested.

3.3. If the apron marking paint at any joints is damaged, the Contractor shall remove paint, seal joint, and repaint pursuant to UFC 3-260-04 and USAF AFI 31-101.

3.4. All work required for a complete and usable final product is included in the scope of work even if not specifically called out. Contractor shall submit a Request for Information if there is any uncertainty in the scope of work.

OPTION:

3.5. Airfield Repairs

Remove and replace concrete joint sealant and all associated work, 30,000 LF as shown on the drawings. The contractor shall use a cold-applied silicone/polyurethane based material that has jet-fuel resistance to form a complete, uniform separation between the pavements. All of Zone 3.

3.6. The contractor is responsible for verifying scope of work and visible site conditions prior to bid. All measurements shall be field verified by the Contractor. A site visit will be arranged if requested.

3.7. If the apron marking paint at any joints is damaged, the Contractor shall remove paint, seal joint, and repaint pursuant to UFC 3-260-04 and USAF AFI 31-101.

3.8. All work required for a complete and usable final product is included in the scope of work even if not specifically called out. Contractor shall submit a Request for Information if there is any uncertainty in the scope of work.

4.0. OTHER DELIVERABLES:

4.1. Contractor shall maintain red-line drawings of all field changes throughout construction and provide As-Built drawings of final installation prior to final acceptance by the Government.

4.2. At the conclusion of the project the Contractor will be responsible to compile and furnish to the KO, DD Form 1354, "TRANSFER AND ACCEPTANCE OF MILITARY REAL PROPERTY”, indicating all costs and quantity data of materials and systems furnished and installed.

4.3. At the pre-construction conference, Contractor shall provide a submittal list and schedule for Government approval of major materials and equipment in accordance with FAR 52.236-15 Schedules for Construction Contracts and 52.236-5 Material and Workmanship.

5.0. PERIOD OF PERFORMANCE:

The period of performance, once on-site work commences, shall be a total of 150 days.

6.0. MATERIALS:

All materials shall be new and installed per manufacturer’s recommendations. Construction materials must meet all required NFPA and UL requirements and match existing facility architectural appearance.

7.0. MATERIAL SUBMITTALS:

The Contractor shall submit to the Contracting Officer (KO) for approval all items listed below within 10 calendar days of the notice to proceed - or - provide a copy of the AF Form 66 indicating when each material submittal shall be submitted for approval. Ensure that any disapproved material submittal will not impact the approved project execution schedule, as disapproved submittals shall not be considered grounds for a time extension. Allow for a minimum of 5 calendar days for the Government’s processing of material submittals. The Contractor shall not order, deliver or install any materials without KO’s material approval or remove any materials on site, which have not been properly approved.

Product Data: Provide manufacturer's literature and data indicating rated capacities, weights, accessories, electrical nameplate data, and wiring diagrams.

Manufacturer's Instructions: Indicate rigging, assembly, and installation instructions.

Operation and Maintenance Data: Include manufacturer's descriptive literature, operating instructions, maintenance and repair data, and parts listing.

8.0. GENERAL CONDITIONS:

1.1. All design and construction shall be accomplished in accordance with applicable UFC’s, ETL’s, local, state and national Codes, base standards and all other applicable laws, codes and guidance. Applicable construction code requirements are outlined by UFC 1-200-01 and modified for ANG projects by ANG ETLs, ANGIs, or other requirements, specifically ANG ETLs 15-01 and 12-05. In addition, the Contractor shall follow the following:

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

1.1.2. UFC 3-250-08FA Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements

1.1.3. UFC 3-260-04

1.1.4. Air Force Instruction (AFI) 31-101

1.1.5. All other AFIs, ANG ETL, ANGIs and all other codes and regulations as applicable.

1.2. Contractor shall field verify all site conditions, quantities, measurements, and project requirements.

1.3. Contractor shall protect and barricade all work areas at all times to protect workers and the public from injury.

1.4. Contractor shall protect all structures, utilities, vegetation, sidewalks and vehicles from damage at all times. Replace all damaged materials with new materials to the satisfaction of the Government, at no additional cost to the Government.

9.0. DIFFERING SITE CONDITIONS:

Bring any unforeseen project conditions to the attention of the KO immediately. Differing site conditions, which may alter the scope of work, shall be approved by the KO prior to such work being performed.

10.0. GOVERNMENT WORKING HOURS:

Work hours shall be Monday thru Friday 0700-1630, with the exception of Federal holidays and Government flex schedule. Contractor must have prior approval in writing to work outside these guidelines.

11.0. UTILITIES:

The Government shall provide at no cost to the Contractor reasonable amounts of water and electricity to support the contract. Hook up will be to existing outlets and will be the Contractor’s responsibility. The Contractor shall provide portable toilets for jobsite workers.

12.0. DISPOSAL OF MATERIALS AND CLEANUP:

The Contractor shall not use any Government disposal bins, dumpsters or trash receptacles for any reason at any time. The Contractor shall provide appropriate disposal bins/trash receptacles. Approval of disposal bins/trash receptacles location(s) shall be coordinated through the COR. The Contractor shall not allow debris to leave the work area due to potential damage to aircraft engines. Contractor shall coordinate with the Base Environmental Management Office (EMO) prior to disposing any materials off base. All debris or trash shall be disposed of off base. All demolition debris shall be disposed of at a permitted landfill, with landfill authorization, unless other arrangements have been coordinated through the EMO. Provide proof of landfill disposal from the landfill that accepts the materials. This may be accomplished by providing the COR with landfill receipts, waste manifests, or weight tickets from the landfill that accepts the construction debris. Contractor shall clean up after each work period and dispose of all debris at the close of each day.

13.0. MATERIAL & EQUIPMENT ACCOUNTABILITY:

Notify the COR prior to delivery of any material or equipment to the site. The Contractor shall ensure someone is available to receive delivered materials and able to store them safely in an area to be coordinated with the COR. Any materials delivered without prior coordination and without having someone to take receipt, shall not be accepted and turned away.

14.0. SECURITY:

The contractor and all associated sub‐contractors employees 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.

All deliveries shall be coordinated with the COR to arrange for their entrance onto Base property.

AT Level 1 Awareness Training (AT): All contractor employees, to include subcontractor employees, requiring access to Government Installations, Facilities, and Controlled Access areas shall complete AT Level 1 awareness training within 10 calendar days after contract start date. Certificates of completion for each affected contractor employee and subcontractor employee will be maintained by the COR or Antiterrorism Representative. AT Level 1 Awareness Training is available at the following website: http://jko.jten.mil/

15.0. ESCORTS:

A security briefing will be conducted prior to the start of the contract. All Contractor personnel shall have a minimum of one (1) form of photo identification with them at all times.

16.0. SCHEDULING:

16.1.1. Zone 1

16.1.2. Zone 2

16.1.3. Zone 3 (option)

16.2. The Airfield will be occupied during this project.

16.3. Pre-construction Conference: Prior to commencing work, the Contractor shall meet in conference with the CO to discuss, schedule, performance and base requirements.

16.4. Project Schedule: The Contractor is responsible for providing a project schedule at the pre-construction conference.

17.0. AIRFIELD/SECURE AREAS:

17.1. The work will be done on or near an active airfield and special considerations apply for vehicle traffic control and work in the vicinity of the airfield. The airfield is a controlled area; contractor shall comply with base procedures.

17.1.1. Keep area clean and contained as much as possible during performance of work. In the event debris or FOD (Foreign Object Debris) goes over the red line coordinate with Airfield Management and COR for cleanup.

17.1.2. Vehicle operators must be trained and certified on flight line driving procedures prior to entering the airfield.

17.1.3. Vehicles must be permitted through Airfield management and display the proper passes or signage to enter the airfield. The length of permit validity will be determined by Airfield management with each request for permitting.

17.1.4. Disruptions to airfield activities must be scheduled with the Government in advance.

17.1.5. As necessary, coordinate with the Government and provide any assistance needed to prepare an Airfield Waiver. Work may not start on the airfield until the waivers are approved, if they become necessary. Waiver information shall be supplied a minimum of 30 days before desired start date.

17.1.6. At the end of each working day and/or when notified of plane movement, area must be inspected and passed off and approved by Airfield Management.

18.0. ATTACHMENTS

18.1. Attachment 1: Airfield Drawing Set

19.0. REFERENCE DOCUMENTS

19.1. Section 32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS.

19.2. UFC 1-200-01 DoD Building Code

19.3. ANG ETL 15-01: ANG Design Policy

19.4. ANG ETL 12-05: Design and Construction Handbook

19.5. ANG ETL 11-12: Compliance with Handicapped Accessibility

19.6. ANGH 32-1084 ANG Standard Facility Requirements

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

19.8. UFC 3-250-08FA Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements

19.9. UFC 3-260-04 Airfield and Heliport Marking

19.10. Air Force Instruction (AFI) 31-101

19.11. Documents available at: Construction Criteria Base https://www.wbdg.org/ccb/ccb.php