1 - PWS - RENOVATE Pump House - Bldg 5027.pdf

PERFORMANCE WORK STATEMENT (PWS)

FOR

RENOVATE, Pump House – Bldg 5027

VDYD 252005

SCOTT AIR FORCE BASE, ILLINOIS

31 July 2025

1. REQUIREMENT:

a. BACKGROUND: The 126ARW Maintenance hangar requires a pump house with a dedicated reservoir to provide adequate pressure for fire suppression in the existing hangar. This pump house along with its mechanical equipment and infrastructure, needs repair to maintain its fire suppression capabilities. To determine what repair is needed and the proper operation of the pump house, a study was performed by Hurst-Rosche (A- E) and a report was provided on 11 June 2025. This report outlines the current state of the pump house and the A-E’s recommendation for improvements to the pump house.

This SOW aligns with those recommendations.

b. OBJECTIVES: The objective of this project is to repair the pump house and its mechanical equipment and infrastructure according to the investigative site report completed by the A-E, dated 11 June 2025.

c. PROJECT LOCATION: All work will be on the 126th Air Refueling Wing campus located specifically at Building 5027, the MX Hangar fire suppression pump house.

2. PROJECT ADMINISTRATION:

a. SITE VISIT:

i. The 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. The 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:

BASE BID (CLIN 001): All work listed below is derived from the Pump House study completed by Hurst-Rosche, dated 11 June 2025. The SOW items provided in the study as Part 3: SOW (pages 14-17). All work shall encompass the items listed in Part 3 to include the reference sheets G-101 and G-102. The contractor shall ensure all work is completed in accordance with the items below. In addition, the contractor shall review the Hurst-Rosche study and ensure all suggested work is provided in their bid. This statement has been added in case the government missed something from the report and did not put it in the requirements below. All work will be conducted at Bldg 5027 and surrounding areas. These areas are in a controlled zone on the 126ARW airfield. A 126ARW escort will be required for the contractor to work in this space.

Item #1: Replace Fire Alarm:

The fire alarm system in the pump house must be replaced in its entirety. The new fire alarm system must provide monitoring to all fire suppression fire alarm, fire pump and water storage tank equipment as required by NFPA 13, NFPA 20, NFPA 22 NFPA 72, and UFC 3-600-01.

The existing system did not provide monitoring for the fire water storage tank, fire pump, sprinkler system or fire pump fuel tanks. There are elements such as tamper switches, flow switches and fire pump system monitor points that are missing. The Monaco radio transmitted system must be expanded to handle all required signals to be transmitted to the supervising station, therefore additional zone cards must be provided. The Monaco radio system and fire alarm control panel must be in an environmentally controlled enclosure. The Monaco system must be reconfigured to transmit all signals that are required by UFC 3-600-01. The existing Monaco radio antenna wiring must be replaced and re-installed to comply with manufacture requirements.

Minimum fire alarm points to be monitored:

Component Applicable Code

FACU

Signal

Unique Signal to

Base Manual Pull Station NFPA 72 Alarm Yes Smoke Detector NFPA 72 Alarm Yes Heat Detector NFPA 72 Alarm Yes Waterflow Switch NFPA 13 Alarm Yes Fire Pump Running NFPA 20 Alarm Yes Valve Tamper NFPA 13 Supervisory No Diesel Fire Pump Off Auto NFPA 20 Supervisory No Water Storage Tank Low Temperature NFPA 22 Supervisory No Water Storage Tank Low Water Level NFPA 22 Supervisory Yes Water Storage Tank High Water Level NFPA 22 Supervisory Yes Fire Pump Low Fuel NFPA 20 Supervisory No Fire Pump Engine Supervisory NFPA 20 Supervisory No AC Power Fail NFPA 72 Trouble No Low Battery NFPA 72 Trouble No Open Circuit NFPA 72 Trouble No Ground Fault NFPA 72 Trouble No Fire Pump Trouble NFPA 20 Trouble No General Trouble NFPA 72 Trouble No

Item #2: Pipe Replacement Ultrasonic thickness tests were performed on the pipes exhibiting signs of failure, those identified by SAFB maintenance staff, & other suspect locations; to evaluate the existing piping thickness and determine degradation and predicted life expectancy. The threshold for pipe replacement for an additional five years of useful life is a pipe wall thickness loss greater than 40%. Please refer to the attached Scope of Work Sheet for reference and location (G-

102) for pipe replacement. All pipe thickness information and testing results are shown on the attached Sheet G-101.

Below images are for reference only. Attachments are full-size. These sheets can be found in the report provided as well.

Item #3: Flow Meter Replace the existing flow meter with a new flow meter. The flow meter piping shall be reconfigured to allow water to flow through the flow meter while discharging back into the tank or the test header.

Item #4: Replace Butterfly Valve(s) Replace existing damaged/corroded 10” butterfly valve on FP-2. Replace existing 8” “normally open” with “normally closed” butterfly valve on fire pump circulation line back into tank. Please refer to Sheet G-102 for location of butterfly valve replacement.

Item #5: Fire Pump Relief Valves The contractor shall modify the existing main fire pump relief valves (FP-1, FP-2 and FP-3) to comply with the requirements of NFPA 20 as they are currently relieving at a pressure less than churn pressure. It is believed that the fire pump main relief valves have been modified to act as a circulation relief valve which is not the intent of the main relief valve. The relief valve shall be set at a total of 121 percent of the net rated shutoff (churn) pressure plus the maximum static suction pressure. This set point shall be 144 psi, based on the information shown below, which is an excerpt from the Pump House study, page 15.

Item #6: Water Tank Level Gauge The contractor shall provide an exterior water-level indicator as required by UFC 3-600-01 in the location shown on Sheet G-102.

Item #7: Reconfigure Jockey Pump The jockey pump has been subject to airlock, while gauges indicate proper operation. The existing jockey pump supply must be reconfigured to take suction from domestic lead-in (downstream of backflow prior to tank fill valve) in lieu of taking suction from the fire water storage tank. The contractor should consider whether it is more economical to relocate the jockey pump closer to the domestic water supply connection or if it is better to utilize the existing location with additional piping. This should be validated and verified during the site visit by the contractor.

Item #8: Altitude Valve The contractor shall replace the existing float control valve with a new float control/altitude valve.

Item #9: Replace Fire Pump Test Header Valves The contractor shall replace all six (6) – 2.5” valves on the test header with new valves.

Item #10: Replace FDC Cap The contractor shall replace the existing damaged FDC cap.

Item #11: Fire Pump Gauges The contractor shall replace all fire pump gauges with oil-filled gauges, and they must have a minimum 3.5-inch dial.

Item #12: Fire Pump Room Sprinkler System The contractor shall replace all six (6) – 2.5” valves on the test header with new valves.

Item #13: Leaking/Degraded Piping The contractor shall drain the existing water tank. During the duration that the water tank is drained, additional fire watches (or Wing/CC accepted risk) are recommended as fire protection services would be offline for the existing buildings serviced by the pump house.

The grout/concrete around the four pipe penetrations indicated on Sheet G-102 should be removed and replaced with a waterproof grout/concrete that resists the hydraulic pressure difference between the tank and the pump house. Adequate cure times and ensuring the use of a properly selected product is the key to longevity of these penetrations. The walls on both sides of these penetrations (pump house and tank) side should have any rust, calcium and debris cleaned from the walls and a concrete sealer should be reapplied.

Alternatively, the use of a product like “Flexicraft Pipe Seal” or “West Atlantic WA-GP-SR” pipe sleave seal could be considered as well as concrete/grout; sleaves are only suitable for operating pressure differences up to around 36 psi.

Below are images of the pipe penetrations and the respective grout/concrete that need to be repaired.

Item #14: Pipe Flange Damage To fully repair the issue of the existing pipe flange damage, the entire 8” water domestic service entry pipe will need to be excavated and removed. This will include concrete floor removal of an area approximately 36” x 36” square around the water service entrance pipe, the 8” piping from the exterior into the building, below the slab up to approximately 3-4 ft above finished floor.

This will also include removal and replacement of the flow switch valve as shown at the first flange. During this time of repair/replacement, it is recommended that a new water service tap be temporarily provided to maintain makeup water for the fire suppression system. In addition to that, during the outages when the permanent repair is being performed and, in any scenario where the water feed is out of service, additional fire watches (or Wing/CC assumed risk) should be performed. The existing water service is between the pump building and the Maintenance hangar. The approximate length of exterior piping to refeed this service is 10 feet below grade, approximately 5’ of interior piping with a new 90-degree elbow, new piping thrust restraints, new flow switch valve and replacement of concrete of approximately 9 square feet.

Images below show the entry pipe thrust restraint bolts have eroded significantly. On the “back side” of this flange, the entry pipe flange has a crack at the valve connection.

Item #15: Battery Rack Damage Each diesel motor and respective pump has a battery rank installed on the floor. Each diesel motor requires four (4) Caterpillar 153-5720 batteries. Each battery is 8.75” tall x 10.75” wide x 19.25” long. The existing battery rack for the South battery assembly is approximately 9” tall x 24.5” wide x 22.5” deep. It appears that water has eroded the battery racks (especially the North battery rack) to the point where the legs underneath have disintegrated. It is recommended to fabricate and replace the battery racks with something of a similar nature. It is recommended to fabricate these out of angle iron steel to hold the batteries, paint the racks with 3 coats of epoxy paint and elevate them slightly off the finished floor using either lumber or rubber isolation pads to keep the racks out of contact with any water that may enter the space.

Item #16: Fill System The tank fill system must have its backflow preventer and fill valve location switched. This orientation will ensure the backflow will be under constant pressure allowing testing and reduce surges from the fill valve opening.

Item #17: Replace Rosemount Eagle Eye Flow Meter The existing flow meter is to be replaced with a new venturi-type flow meter. The flow meter piping must be reconfigured to allow the discharge of water from the test header when water flows through the flow meter.

Figure 1: Eagle Eye Flow Meter (Existing)

4. PERMITS/APPROVALS/GUIDANCE:

i. Conduct site inspection to verify site conditions. Contractor to coordinate all utility locates and permits (Hot work, dig, etc.) as needed.

(1) Coordinate with the 375th and 126th CES for any shutdowns of building fire suppression systems. All major fire suppression work may require a Fire Protection Engineer (FPE) to provide drawings. At a minimum, approval must be given from the 375th Base Fire Chief and Base Civil Engineer prior to commencing work as required by UFC 3-600-01 Section 1-6.

(2) This work shall comply with United Facilities Criteria (UFC) 3-600-01, National Fire Protection Association (NFPA) standards (NFPA24, NFPA13), and applicable Air Force Instructions (AFI). UFC 3-600-01 supersedes NFPA and other industry standards, except where not specifically addressed by the

UFC.

(3) The objective is to ensure the fire suppression system remains fully operational and compliant during the repair work as much as possible. If a fire watch or proposed risk is required, it should be coordinated at least seven (7) days in advance with the COR.

(4) The pump house (Bldg 5027) has an age that is undetermined as the building existed before the 126ARW relocated to Scott AFB. The existing hangar was constructed in 1955, so it is safe to assume that the pump house was built around that timeframe. At this time, there are no known issues of asbestos or lead paint in the facility.

(5) Submit an impairment plan to the Base Fire Department 48 hours in advance and recommend temporary fire protection measures (e.g., fire watch) of required.

5. CONTRACTOR RESPONSIBILITIES:

A. Construction Conditions: Building 5027 is an unoccupied space. The contractor is responsible for all “confined space” work within the reservoir and pump house mechanical room.

B. Scaffolding: The contractor shall provide ladders and scaffolding as necessary to perform the new construction. Scaffolding shall be installed in a safe manner and all above groundwork performed in compliance with all OSHA requirements.

C. Protection of Government Property: Care shall be taken in all operations not to damage existing facilities and all other government property. Special care shall be exercised not to damage the surface of existing roof panels. Any contractor caused damage shall be repaired to the satisfaction of the Contracting Officer at no cost to the government.

D. Quality Control: The contractor shall develop and maintain an effective quality control program to ensure services are performed in accordance with this SOW. The contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The contractor’s quality control program is the means by which the company assures that work complies with the requirement of the contract. The contractor’s Quality Control Plan shall be delivered with the contractor’s proposal and submitted again to the Contracting Officer prior to the issuance of the Notice to Proceed

(NTP). After acceptance of the quality control plan, the contractor shall receive the contracting officer’s acceptance in writing of any proposed change to his QC program.

The contractor shall have SOLE responsibility for accuracy of all measurements, estimates of material quantities and sizes, and site conditions that will affect the construction of this project.

The contractor shall furnish and submit the following items:

a. Construction Schedule (Microsoft Project Compatible)

b. Material Submittals (Use AF Form 3000) – Reference Submittal Register

c. Manufacturer's Information and Shop Drawings

d. Material Safety Data Sheets

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

7. 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 completed 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. The contractor shall provide a general construction schedule, showing, at a minimum, the critical path items.

d. The contractor will be required to provide a 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.

8. SPECIFICATIONS:

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

i. Unified Facilities Criteria (UFC) 1-200-01 General Building Requirements

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

iii. Air Force Corporate Facilities Standards

iv. UFC 3-120-01 Design Sign Standards

v. Scott AFB Installation Facilities Standards (IFS) https://www.wbdg.org/airforce/ifs/scott-afb-ifs https://www.wbdg.org/airforce/ifs/scott-afb-ifs https://www.wbdg.org/airforce/ifs/scott-afb-ifs

9. GENERAL CONDITIONS:

a. An alternative method can be proposed for any of the above tasks and will be reviewed. Any alternative 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 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. The contractor must ensure that all access 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.

c. The contractor shall supply any dumpsters required to properly dispose of any construction materials.

d. The 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.

e. The 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 receipt of the NTP issued by the Contracting Officer.

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

g. 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.

h. 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.

i. The 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.

j. The 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 with two copies of CD/DVD media with an electronic copy of the removed systems inventory as part of the final close out document package.

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

l. The 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).

m. The 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 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 current condition during construction. The as-built drawings shall be furnished to the Contracting Officer and 126 CES no 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.

n. The 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.

o. 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.

p. 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.

q. 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.

r. 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.

10. 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.

11. 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). 126ARW has a compressed schedule and does have roughly two down days per month, typically on Fridays. Please refer to the 126ARW calendar to coordinate the construction schedule to not work on scheduled down days unless required.

12. 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.

13. 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.

14. 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. Contractors 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.

15. 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 finished 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. The contractor shall maintain the integrity of all fire walls/barriers.

16. 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.

17. 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 with 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.

18. 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.

19. PROJECT POINTS OF CONTACT:

The project points of contact for this project are:

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

Project Manager (COR) Capt Brett Luithly 126th Civil Engineer Squadron P: 618-222-4886 Cell: 260-615-5492 Email: 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 (RPM) Mr. Eric Bennett 126th Civil Engineer Squadron P: 618-222-4890 Email: eric.bennett.11@us.af.mil mailto:benjamin.james.1@us.af.mil mailto:brett.luithly@us.af.mil mailto:larry.fuller@us.af.mil mailto:eric.bennett.11@us.af.mil