Attachment 1 - Performance Work Statement.pdf

PERFORMANCE WORK STATEMENT (PWS)

FOR

REPAIR 126ARW Airfield

VDYD262002

SCOTT AIR FORCE BASE, ILLINOIS

17 April 2026

1. REQUIREMENT:

a. BACKGROUND: The existing concrete and asphalt pavements on the 126th Air

Refueling Wing (ARW) apron have reached the end of their service life and exhibit significant deterioration. This includes extensive cracking, joint sealant failure, spalling, and vegetation growth through pavement joints. These conditions create a Foreign Object Debris (FOD) hazard to aircraft engines and allow water infiltration, which can lead to accelerated pavement failure. Additionally, the airfield markings are faded and require complete replacement.

b. OBJECTIVES: The objective of this project is to perform comprehensive repairs to the concrete apron, asphalt shoulders, and airfield markings. This work will restore the structural integrity of the pavement, eliminate safety hazards, extend the service life of the facilities, and ensure compliance with all applicable Air Force and FAA standards.

c. PROJECT LOCATION: All work will be at the 126th Air Refueling Wing, Scott AFB, Illinois.

2. PROJECT ADMINISTRATION:

a. SITE VISIT: Contractor is responsible for verifying all measurements and conditions pre-bid. The Government intends to only hold one official site visit. Requests for additional site access must go through the 126th Contracting Squadron (126 CONS) point of contact (POC) listed in the Request for Proposal (RFP) letter. Any additional site access will be made available to all Contractors solicited for this project.

b. MEETINGS

i. Kick-Off Meeting/Project Schedule – Kick-off meeting to occur within one week of NTP. Overall project schedule with milestone markers and 2-week look-ahead to be completed at kick-off meeting.

ii. Contractor shall coordinate with the 126th Contracting Squadron (126 CONS) on bi-weekly meetings once the construction phase begins. This meeting shall include the review of an updated 2-week look ahead schedule. Contractor shall provide meeting minutes within 24 hours of each meeting and allow the Government up to 24 hours to accept or request changes to the minutes.

3. PROJECT SCOPE:

a. The Contractor shall provide all management, labor, materials, equipment, and transportation necessary to perform the work as described in this SOW.

b. Material samples shall be provided to ensure matching of existing finishes during the submittal phase of the project.

c. GENERAL CONDITIONS:

i. A phased approach is to be used in the construction of this project to minimize disruptions. The contractor shall submit a Phasing Plan for government approval.

The apron must remain partially operational at all times. Low profile barriers, supplied by the contractor, will be used to section off work areas.

ii. The contractor shall maintain a strict Foreign Object Debris (FOD) control plan throughout the project.

iii. During adverse weather, such as an announcement of “Lightning within 5 Nautical Miles,” the contractor will stop work and seek shelter in the main hangar following the directions of the airfield escort or contracting officer representative.

d. BASE BID CLIN001: Concrete Apron Joint Sealant, Crack Repair, & Spall Repair

i. The Contractor shall repair all concrete pavement deficiencies as identified in the Government-provided "2026 Ramp Inspection Grid".

ii. Joint Sealant Replacement – Approx. 120,000 LF:

(1) Removal: Remove all existing, failed joint sealants from the designated work areas using a plow, saw, or other approved mechanical method.

(2) Reservoir Preparation: Thoroughly clean the joint reservoir of all old sealant, incompressible material, and vegetation. The joint faces shall be prepared by sandblasting or wire brushing to expose a clean, sound concrete surface.

(3) Cleaning: Immediately prior to sealing, the joint shall be cleaned with high-pressure, oil-free compressed air to remove all dust and debris.

(4) Backer Rod Installation: Install a new, closed-cell backer rod to the proper depth to control sealant depth and prevent three-sided adhesion.

(5) Sealant Application: Apply new, jet fuel-resistant sealant in accordance with UFC 3-270-02 and manufacturer's instructions. The sealant shall be tooled to a smooth, concave finish, slightly below the pavement surface.

iii. Crack Repair (Rout and Seal) – Approx. 1,000 LF:

(1) Routing: Rout all designated cracks (identified with a 'C' on the grid map) to create a clean, uniform reservoir for the sealant. The reservoir shall be a minimum of 3/4-inch wide by 3/4-inch deep, or as approved by the Contracting Officer.

(2) Cleaning: Clean the routed reservoir using sandblasting followed by oil-free compressed air to ensure it is free of all dust, debris, and moisture.

(3) Sealant Application: Apply the specified joint sealant into the prepared reservoir, ensuring it is tooled to a smooth finish flush with the adjacent pavement.

iv. Spall and Partial Depth Repair – Approx. 500 SF:

(1) Layout and Saw Cutting: Mark the boundaries of the repair area in a rectangular shape, extending a minimum of 4 inches beyond the distressed area into sound concrete. Saw cut the perimeter of the repair area to a depth of at least 2 inches.

(2) Concrete Removal: Remove all deteriorated and unsound concrete within the saw-cut boundaries using a light-duty chipping hammer (not exceeding 15 lbs).

Do not damage the surrounding sound concrete or reinforcing steel.

(3) Surface Preparation: Sandblast the entire exposed repair area, including reinforcing steel, to remove any remaining loose material, dirt, or rust. Clean the area with oil-free compressed air.

(4) Bonding Agent: Apply an approved bonding agent to the prepared concrete surface immediately prior to patch placement.

(5) Patch Placement: Place an approved, high-strength, rapid-setting concrete patch material. Consolidate, screed, and finish the patch to be level with the surrounding pavement surface. The finish shall match the texture of the adjacent concrete.

(6) Curing: Cure the repair in accordance with the material manufacturer's recommendations. The area must reach the required compressive strength before being opened to traffic.

e. CLIN002: Asphalt Shoulder Mill and Overlay Approx. 14,500 SY:

i. Milling: Mill the existing asphalt shoulder surface to a uniform depth of 2 inches.

The milled surface shall be free of ridges and other irregularities.

ii. Surface Cleaning: Sweep and clean the milled surface with power brooms and/or oil-free compressed air to remove all loose material and dust prior to applying the tack coat.

iii. Tack Coat Application: Apply a uniform tack coat of asphalt emulsion to the cleaned, milled surface. The application rate shall be as recommended by the manufacturer and approved by the Contracting Officer.

iv. Asphalt Overlay: Place a new 2-inch lift (compacted thickness) of hot-mix asphalt (HMA). The HMA mix design must be submitted and approved prior to production and shall comply with UFC 3-270-01.

v. Compaction: Compact the new asphalt overlay to the specified density using rollers. Compaction shall be performed until all roller marks are eliminated and the required density is achieved.

f. CLIN003: Airfield Marking Removal and Replacement Approx. 35,000 LF:

i. Marking Removal: Remove 100% of all existing painted airfield markings within the project limits. Removal shall be accomplished by sandblasting, water blasting, or another approved method that completely removes the paint without causing significant damage to the pavement surface.

ii. Debris Cleanup: Immediately after removal operations, the Contractor shall thoroughly sweep and vacuum all sand, paint chips, and other debris from the pavement surface. No debris shall be permitted to migrate into apron drainage structures or active airfield areas.

iii. Surface Preparation: Ensure the pavement surface is clean, dry, and free of any contaminants before applying new markings.

iv. Layout: The Contractor shall lay out the location of all new markings for verification by the Contracting Officer and the Airfield Manager prior to painting.

v. Painting: Apply new airfield marking paint and glass beads in strict accordance with the layout shown in the "2026 Ramp Inspection Grid" and the standards of UFC 3-260-04 Chapter 6 Taxiway and Apron Markings. Application shall achieve the required mil thickness, and glass beads shall be applied at the specified rate for proper retro reflectivity.

(1) Taxiway & Taxilane Centerline Stripe - Mark the centerline of all taxiways, guidelines on runways, and taxilanes on aprons as well as parking positions and pads, with a single continuous 6-inch (152-millimeter) -wide retro-reflective yellow stripe.

(2) Taxiway and Apron Edge Stripes - When there is little contrast between the full-strength taxiway or apron boundary and the adjacent paved shoulder or other paved area, mark the edge of the usable pavement with two continuous 6-inch (152-millimeter) -wide retro-reflective yellow stripes separated by a 6-inch

(152-millimeter) -wide gap.

(3) Taxilane Edge Stripes - This marking consists of two 6-inch (152- millimeter) -wide broken stripes separated by a 6-inch (152-millimeter) -wide gap. The stripes are 15 feet (4.6 meters) long with gaps of 25 feet (7.6 meters).

(4) Visual Examples of various surfaces on the airfield that require repainting:

(a) Taxiway Centerline (1 Yellow & 2 Black Stripes)

(b) Taxiway Edge Marking ( 2 Yellow & 2 Black Stripes)

(c) Runway Holding Position (1 Yellow solid, 1 Yellow broken & 3 Black stripes)

(d) Taxilane Edge Stripes (2 Yellow & 2 Black stripes, 15’ stripes with 25’ gaps)

(e) Entry Control Points: UFC 3-260-04 Section 6-5.10

(f) Intermediate Holding Position Marking:

(g) Direction / Information Items

Example FOD Check Point:

(h) Parking Stop Bars

(i) Restricted Area Boundaries (Red, solid stripe, Warning Boxes with

Verbiage)

vi. Estimated linear feet of each type of line:

(1) Taxiway Centerline: 16,700 LF

(2) Taxiway Edge: 7,100 LF

(3) Runway Holding Position: 550 LF

(4) Taxilane Edge: 1,650 LF

(5) Entry Control Points: 150 LF

(6) Direction / Information Items:

(a) 1,280 LF

(b) 70 3’ x 4’ Rectangles

(c) 4 Arrows

(7) Parking Stop Bars: 11 2’ x 3’ rectangles

(8) Restricted Area Boundaries: 6,000 LF

(9) Dashed Lines (Misc): 200 LF

vii. All markings shall be painted with Federal Specification TT-P-1952 approved paint as directed by this scope.

(1) White – 37925

(2) Yellow – 33538

(3) Red – 31136

(4) Black – 37038

viii. RETRO‐REFLECTIVE PAVEMENT MARKINGS

(1) The white and yellow paint stripes should be reflectorized for night visibility by adding glass beads conforming to TT‐B‐1325.

(2) Post‐apply retro‐reflective media (glass beads) specified under Federal

Specification TT‐B‐1325D (or later revision) to make surface painted markings retro‐reflective. Retroreflective runway, taxiway, and apron markings are identified in UFC 3‐260‐04.

(3) Comply with the Detailed Requirements, Specifications, and Special Requirements listed in this scope of work and the attached site plan.

(4) Contractor shall have personnel experienced with and meet UFC 3‐260‐04 Standards and Specifications as they apply to this project.

g. CLIN004: POL Asphalt Road Repair – 550 SF

i. Saw cut the existing asphalt in a neat, rectangular shape. Demolish and remove all asphalt and aggregate base course within the saw-cut area. Spoils shall be legally disposed of off-site.

ii. Excavate the sub-base material to fully expose the failed culvert. Excavation must be wide enough to allow for safe working conditions. The Contractor shall implement and maintain proper trenching safety measures, including shoring or sloping of excavation walls, in strict accordance with OSHA standards.

iii. Demolish and remove the existing culvert.

iv. Prepare the trench bottom with a minimum of 6 inches of compacted granular bedding material (e.g., CA-6 aggregate or sand) to create a uniform, stable base for the new pipe.

v. Install a new culvert pipe of the same diameter and material as the existing (e.g., Reinforced Concrete Pipe - RCP, or Corrugated Metal Pipe - CMP), unless otherwise specified. The new pipe shall be set to the proper line and grade to ensure positive drainage.

vi. Ensure all pipe joints are sealed and secure per the manufacturer's specifications.

vii. Backfill around and over the new culvert using approved granular material.

Backfill shall be placed in "lifts" (layers) not to exceed 8 inches in loose thickness.

Each lift must be mechanically compacted to a minimum of 95% of its Standard Proctor Density. The Contractor must perform density testing to verify compaction and submit results to the Contracting Officer. This step is critical to prevent future settlement.

viii. Roadway Restoration:

(1) Install a new aggregate base course (e.g., 8-12 inches of CA-6) over the compacted backfill, bringing the area up to the proper elevation for asphalt placement. This base course must also be compacted to 95% Proctor Density.

(2) Place and compact a binder course of hot-mix asphalt.

(3) Place and compact the final surface course of hot-mix asphalt, ensuring it is flush and level with the existing adjacent pavement. The total asphalt depth should match the original roadway design.

(4) Seal the perimeter of the new asphalt patch with hot-applied bituminous joint sealant to prevent water infiltration.

ix. Upon completion, the Contractor shall remove all equipment and materials, clean the work site, and restore any disturbed turf or shoulder areas to their original condition or better.

1. DELIVERABLES: Contractor shall provide all material submittals to the contracting office for review using the Air Force Form 3000 (AF3000).

2. SCHEDULE:

a. Performance period: The period of performance (PoP) for this project shall be proposed by the contractor and negotiated with the government from the date that Notice to Proceed (NTP) is issued. All work must be scheduled to be complete within this timeframe. Any modifications or extensions must be requested through the 126th Civil Engineer Squadron (126 CES) and the Contracting Officer for review and discussion. Contractor must provide construction milestones to 126 CES and the Contracting Officer.

b. Prior to beginning construction, Contractor shall provide to the CO and 126 CES construction milestones in sufficient detail to accurately identify all phases/disciplines of work to be performed.

c. Contractor shall provide general construction schedule, showing, at a minimum, the critical path items.

d. Contractor will be required to provide 2-week look ahead at each meeting described above.

e. Construction may be authorized by the Contracting Officer upon acceptance and approval of the schedule and equipment/material submittal approvals.

3. SPECIFICATIONS:

a. All work performed shall comply with all applicable UFC, NFPA, NEC and other local and federal regulations and code. This includes but is not limited to:

i. UFC 3-260-01: Airfield and Heliport Planning and Design

ii. UFC 3-260-02: Pavement Design for Airfields

iii. UFC 3-260-04: Airfield and Heliport Marking

iv. UFC 3-270-01: Asphalt Concrete Pavement

v. UFC 3-270-02: Concrete Pavement for Airfields and Other Heavy-Duty Pavements

vi. UFC 3-535-01: Visual Air Navigation Facilities

vii. FAA AC 150/5340-1: Standards for Airport Markings

viii. Scott Air Force Base Architectural Compatibility Guidelines

4. GENERAL CONDITIONS:

a. An alternate method can be proposed for any of the above tasks and will be reviewed.

Any alternate methods or deviations from the requested work shall be called out or highlighted in the Contractor’s proposal in a manner that is clearly identifiable. Any approved alternate methods will result in a SOW modification prior to the commencement of work. The Government will assume any additional design or construction costs associated with the approved alternatives but will not assume any costs associated with the Contractor processing this required modification.

b. A phased approach is to be used in the construction of these projects to minimize disruptions.

c. Contractor must ensure that all accesses to the building be left clear of construction materials when not on the worksite. Ensure material/tools/equipment do not hamper operations during operating hours.

d. Contractor shall supply any dumpsters required to properly dispose of any construction materials.

e. Contractor shall coordinate with CE for enter/exit points to access job site, for this facility. Contractor to coordinate with CE for location of dumpster.

f. Contractor shall site verify all dimensions and/or existing site conditions prior to the commencement of work. Commencement of work shall begin within ten (10) calendar days upon the receipt of the NTP issued by the Contracting Officer.

g. Contractor shall be completed within the agreed upon PoP as stated within the contract issued by the Contracting Officer.

h. Contractor shall be required to apply for and submit to the Contracting Officer an AF Form 103, Work Clearance Request, for all work to be accomplished under this delivery order five (5) days prior to the commencement of work. The AF Form 103 can be obtained from and approved by 126CES.

i. Contractor shall brief all Sub-Contractors on all safety and fire prevention regulations, emphasizing the requirement to obtain a daily AF Form 592, Welding, Cutting, and Brazing Permit, when welding, cutting, or brazing operations are to occur under this delivery order. The AF Form 592 can be obtained from and approved by 126CES.

j. Contractor shall complete and submit the appropriate DD Form 1354, Transfer and Acceptance of DoD Real Property to the 126CES for records. The DD Form 1354 can be obtained from 126 CES.

k. Contractor shall provide an inventory, utilizing Microsoft Excel, of all removed systems to ASTM-E1557-09 Uniformat II, Level 4 system detail. Detail data includes Facility Number, ID Number (if available); Equipment Type; Equipment Make;

Serial Number; Model; Capacity; Manufacturer; and Location. Contractor shall provide the government two copies of CD/DVD media with an electronic copy of the removed systems inventory as part of the final close out document package.

l. Contractor shall provide an inventory, utilizing Microsoft Excel, of newly installed systems to ASTM-E1557-09 Uniformat II, Level 4 system detail. Since section detail data can be recorded for equipment and non-equipment section types, some of the data elements may not apply to component-sections. The Contractor must provide section detail data for those data elements that do apply (see Attachment 4).

i. Section detail data includes Facility Number; Level 2 Group Element (System) Description; Level 3 Individual Element (Component) Description; Level 4 Sub-Element (Section) Description; Sub-Element Description; Equipment Type; Equipment Make; Serial Number; Model; Capacity; Manufacturer;

Warranty Company; Warranty Expiration Date; Location; Date Manufactured; Control Type/Make and Year Installed.

ii. Contractor shall provide the government two copies of CD/DVD media with an electronic copy of the installed systems inventory as part of the final close out document package.

m. Contractor shall provide an electronic draft copy of the installed systems inventory for review and issuance of the applicable inventory ID Number and bar-code labels at least 30 days prior to O&M handover walk-through (conducted prior to contract close out).

n. Contractor shall, during construction, keep an accurate electronic record of as-built conditions, all variations from the contract drawings (that have been approved by the contracting officer or COR in writing in advance of any such variations - including those made because of the selection of optional materials), shall be clearly indicated.

These variations shall be shown in the same general detail utilized in the initial contract drawings. The as-built drawings shall be maintained in a current condition during construction. The as-built drawings shall be furnished to the Contracting Officer and 126 CES not later than ten workdays after the final inspection date. As part of the as-built drawings a separate set of plans shall be marked-up showing areas found/known to contain asbestos.

o. Contractor shall install bar-code labels on all newly installed systems, as required.

Bar-code labels must match applicable component-sections standardized on the Base.

p. All documents related to the disposal of hazardous material must be supplied to 375 CONS and 126 CES. The Contractor must obtain the proper documents from 126 CES to ensure all materials leaving Scott Air Force Base can be tracked and accounted for, in accordance with all governing laws.

q. Under the 1992 Clean Air Act, all products used in executing this project must not be related to the Class I Ozone Depleting Chemicals (ODCs) identified in Air Force Policy. The following products are considered Class I ODCs: CFC-11, CFC-12, CFC- 113, CFC-114, CFC-115, Halon 1211, Halon 1301, Halon 2402, CFC-13, CFC-111, CFC-112, CFC-211, CFC-212, CFC-213, CFC-214, CFC-215, CFC-216, CFC-217, Carbon tetrachloride, and Methyl Chloroform.

r. Respondents are encouraged to prioritize the utilization of utility company energy savings incentives as a key funding mechanism for the implementation of proposed projects. These incentives should be thoroughly explored and integrated into the proposed plan to maximize cost-effectiveness and ensure alignment with energy savings measures. Demonstrating a proactive approach to leveraging these incentives will be viewed favorably during the evaluation process.

s. The awardee of this solicitation will need to determine if any components of this project are eligible for the local utility companies' energy efficiency rebate/incentive program. The awardee will be responsible for preparing and submitting the application to the utilities program. New Construction/Custom applications require a preapproval from the local utility's energy efficiency program prior to placing an order for material with a vendor. The awardee is responsible for the general rules and requirements of the local utility's EE application.

5. FIELD CONDITIONS:

The Contractor shall be responsible for all field measurements to accomplish work.

Quantity and sizes of materials shall be determined from site visits and drawings. The Contractor shall carefully examine the entire site and building and shall make all necessary investigations to become thoroughly aware of the existing conditions and all difficulties involved in the completion of the work in accordance with the contract documents.

6. ACCOMPLISHMENT OF WORK:

The work areas of the existing building will be in occupied and unoccupied areas. The Contractor must ensure that all access to the existing building always remains clear for occupants and emergency access during the construction period. All temporary closures, barriers, and protective procedures shall be coordinated with the Contracting Officer. All work shall be accomplished during the standard 8-hour day, 5-day week, Monday through Friday, between the hours of 7:30 A.M. and 4:30 P.M. local time, excluding Federal Legal holidays and nonwork days resulting from holidays occurring on weekends.

However, power outages shall be accomplished on weekends or 126ARW down days (calendar provided). The 126ARW has a compressed schedule and does have roughly two down days per month, typically on Fridays. Please reference the 126ARW calendar to coordinate the construction schedule to not work on scheduled down days unless required.

7. WORK CONDITIONS:

The Contractor shall coordinate work with the Contracting Officer, in conjunction with the User and 126 CES. The Contractor shall notify the Contracting Officer or the 126 CES inspection representative the day before he/she moves onto the work site to commence work.

The Contractor shall again provide notification the day he moves back to the work site after an interruption of work of two or more days in duration. The Contractor shall also provide an original work schedule and updates if required. This schedule shall describe major work items and projected completion dates.

8. PROTECTION OF BUILDING PROPERTY:

The Contractor shall protect from damage all building property located in or adjacent to the building and shall repair, replace, or otherwise be held liable for all such damage. Building properties include but are not limited to, furniture, vehicles, or items of supplies. Exercise control measures of all dust and toxic fumes associated with construction operations, to prevent hazards or illness to base and Contractor personnel.

9. CLEANUP:

The Contractor shall cleanup each work site at the end of each workday to the satisfaction of the Contracting Officer. Upon completion of the work, all construction equipment and debris shall be removed from the site and the area shall be left in a neat and completely acceptable condition as required by the General Provisions. Contractor must always recycle materials, such as, but not limited to cardboard and paper. The Contractor will use whatever means necessary to store all recyclable materials and is responsible for turning in recyclable materials to the Base Recycling Center.

10. PATCHING AND REPAIRING:

After the work has been completed, holes, cuts, and damages made in the finished surfaces of the work site and adjacent areas shall be properly repaired and restored to match the existing finishes. Any abrasion or disfigurement of the finish work or any portion of the building where any such abrasion or disfigurement is caused by the activities of the Contractor shall be repaired and neatly refinished to match the adjacent work to the satisfaction of the Contracting Officer. Contractor shall maintain integrity of all fire walls/barriers.

11. PRODUCTS:

All products shall conform to their respective manufacturing and performance publications.

All materials and equipment used in the work area shall be the products of manufacturers regularly engaged in the manufacture of construction products.

12. SUBMITTALS:

The Contractor shall submit for approval all items as required by other parts of these specifications. The Contracting Officer may request submittals in addition to those required by the other parts of this Statement of Work when deemed necessary to adequately describe the work. Submittals shall be made to the Contracting Officer in five (5) copies using AF Form 3000, Material Approval Submittal. In general, submittals shall be provided a minimum of thirty (30) calendar days in advance of scheduled installation to allow satisfactory time for Government review. Additionally, unless stated otherwise submissions on test results and other submissions of a similar nature shall be made within fourteen (14) calendar days after the work or test is performed. Each submittal shall be complete and in sufficient detail for ready determination of compliance with contract requirements.

Submittals shall include such items as Contractor’s or manufacturer’s shop drawings, descriptive literature, catalog cuts, samples, certifications, installation procedures and recommendations, templates, and other descriptive literature as may be required by the Contracting Officer. Catalog cuts and other descriptive data which may have more than one model or type shall be clearly marked to show the model, type, size, and all optional or accessory equipment the Contractor proposes to install. Submittals on component items forming a system or interrelated items shall be submitted at one time as a single submittal to demonstrate that the items have been properly coordinated and will function as a unit.

Approval of submittals will not relieve the Contractor of compliance with the project drawings and specifications. Submittal items that are disapproved will be promptly corrected and resubmitted by the Contractor. No materials shall be installed until submittals are approved by the Contracting Officer. All submittals involving color selections, patterns, and other decorative architectural features shall be submitted at the same time for both interior and exterior materials.

13. SPECIFICATIONS:

Work shall be performed in strict accordance with these contract general specifications, as well as all applicable local, state, and national Building and Life Safety Codes, American Society for Testing and Materials (ASTM) specifications. Safety plans and procedures issues must adhere to all applicable Occupational Safety and Health Act (OSHA) regulations.

14. PROJECT POINTS OF CONTACT:

The project points of contact for this project are:

Contracting Specialist/Officer MSgt Benjamin James 126th Contracting Office P: 618-222-5112 Email: benjamin.james.1@us.af.mil

Project Manager Capt Brett Luithly 126th Civil Engineer Squadron P: 618-229-9302 Cell: 260-615-5492 Email: brett.luithly@us.af.mil mailto:benjamin.james.1@us.af.mil mailto:brett.luithly@us.af.mil

Construction Inspector/Manager Mr. Larry Fuller 126th Civil Engineer Squadron P: 618-222-4889 Cell: 217-313-1023 Email: larry.fuller@us.af.mil

Real Property Manager Mr. Eric Bennett 126th Civil Engineer Squadron P: 618-222-4890 Email: eric.bennett.11@us.af.mil mailto:larry.fuller@us.af.mil mailto:eric.bennett.11@us.af.mil