STATEMENT OF WORK

Project PBXP222103 Demolish Building 414

Revision 1 – 24 June 2026

MANSFIELD LAHM ANG BASE

MANSFIELD, OHIO

Table of Contents 1

General Requirements 2-4

Project Description 4-5

1. GENERAL REQUIREMENTS:

1.1. The contractor shall furnish all labor, material and appurtenances to perform work in accordance with the drawings and specifications for the complete demolition of Building 414 and restoration of the site to a gravel lot.

1.2. This work shall include all accessories, parts and equipment necessary to make a complete and usable system. Only U.S. manufactured equipment shall be installed for this project.

1.3. The location of the proposed work is Building 414 within Mansfield Lahm ANG

Base, Mansfield, Ohio.

1.4. Normal base work hours for the Contractor will be between the hours of 7:00 AM to 4:30 PM, excluding Saturdays, Sundays, and Federal Holidays. The following Federal legal Holidays are observed by this base:

1.4.1. New Year’s Day: 1 January

1.4.2. Martin Luther King’s Birthday: Third Monday of January

1.4.3. President’s Day: Third Monday of February

1.4.4. Memorial Day: Last Monday of May

1.4.5. Juneteenth National Independence Day: 19 June

1.4.6. Independence Day: 4 July

1.4.7. Labor Day: First Monday in September

1.4.8. Columbus Day: Second Monday in October

1.4.9. Veteran’s Day: 11 November

1.4.10. Thanksgiving Day: Fourth Thursday in November

1.4.11. Christmas Day: 25 December

1.4.12. NOTE: Any of the above holidays falling on a Saturday will be observed the preceding Friday; holidays falling on a Sunday will be observed on the following Monday.

1.5. The contractor shall not exceed the scope of work without prior approval from the Contracting Officer.

1.6. The contractor shall protect all government property from damage. Any damages incurred in pursuance of this project shall be replaced and/or restored to original condition.

1.7. The contractor shall maintain a clean and safe job site at all times to prevent damage to the surrounding facilities, other existing utilities, and facility equipment that may be affected. This is also intended to protect building occupants from potential health hazard associated with the proposed work. This shall include dust, debris, and waste created in performance of this project; along with tools, equipment, and vehicles located at the job site. The contractor shall comply with the provisions of the Occupational Safety and Health Act of 1972 and all provisions thereto.

1.8. The Contractor shall perform all work in accordance with EM 385-1-1, USACE

Safety and Health Requirements

1.9. The Contractor is responsible for properly laying out the work, and for lines and measurements for the work executed under the Contract Documents. The Government may request shop drawings of the work to be conducted for approval prior to commencement of the work.

1.10. The Contractor, NOT the Government, is responsible to field verify all existing utilities within the work area and/or as shown on the Drawings, before laying out the work. The Contractor is to report errors or inaccuracies in writing to the Contracting Officer's Representative before commencing work.

1.11. The Contracting Officer or his Representative will in no case assume the responsibility for any layout of the work or damages to existing facilities and equipment while performance of work is underway.

1.12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

Any dimensions provided by the government are only approximations and they are not responsible for their precision or accuracy. This includes but is not limited to blueprints, drawings, schedules, and statements of work.

1.13. The contractor shall provide a one-year warranty for the work contained herein. They shall pass along extended guarantees for equipment and products.

1.14. All materials, trash, waste, and construction debris generated from the demolition of the facility shall become the property of the contractor upon removal. The contractor is solely responsible for the legal and proper disposal of all materials off-base, in accordance with all applicable Federal, State, and local laws.

1.14.1. The contractor is required to salvage and recycle materials with marketable value (e.g., steel, copper, aluminum). The expected salvage value of these recyclable materials shall be factored into the contractor's bid price as a credit to the government, thereby lowering the overall firm-fixed-price of the demolition.

1.14.2. The contractor shall provide certified weight tickets or other verifiable documentation detailing the total tonnage of all materials recycled

1.15. SECURITY REQUIREMENTS

1.15.1. 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

1.15.2. Contractor and all associated sub-contractors’ employees shall comply with adjudication standards and procedures using the National Crime Information Center 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).

1.15.3. 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; completing the Force Protection computer-based training (CBT) course on Joint Knowledge Online (JKO) at:

https://jko.jten.mil/courses/AT-level1/launch.html

1.16. Bids for this project shall be valid for 90 days.

1.17. A site visit is required to bid on this project.

1.18. Point of Contact for this project is Captain Clayton McCarthy at (419)-

520-6158, or Lieutenant Colonel Kiet Chung at (419)520-6158.

2. PROJECT DESCRIPTION

2.1. The contractor shall provide all labor, material, and equipment for the complete demolition of Building 414, including its foundation, and restoration of the site to a functional, properly graded gravel lot with associated storm drainage.

2.2. Environmental Remediation

2.2.1. The contractor shall perform all environmental surveys, abatement, and disposal in accordance with all applicable Federal, State, and local regulations, and the requirements of base environmental specification.

https://jko.jten.mil/courses/AT-level1/launch.html

2.2.2. Prior to structural demolition, the contractor shall conduct a hazardous materials survey and submit the findings to the COR for approval.

2.2.3. Upon approval, a licensed abatement subcontractor shall remove and properly dispose of all identified hazardous materials. Currently known hazards include the known asbestos floor tile and mastic.

2.2.1. The building is known to contain asbestos and assumed to contain lead-based paint. No further hazardous material surveys or specialized abatement are required prior to demolition.

2.2.2. The contractor shall utilize wet demolition methods during the deconstruction of any areas containing asbestos-containing materials (ACM) to prevent fibers from becoming airborne, and shall ensure proper disposal of all debris at a certified Construction and Demolition Debris (CDD) accepting landfill.

2.2.3. The existing concrete battery pit shall remain in place. The contractor shall remove any standing liquid for proper disposal, decontaminate the surfaces, fill the void completely with concrete.

2.2.4. The Contractor shall prevent visible dust and debris from migrating beyond the project boundary and shall comply with all applicable local, state, and federal air quality regulations.

2.3. Utility Demolition & Preservation

2.3.1. Natural Gas – As noted in drawings, contractor shall demo existing

Natural Gas line back to Gate Valve (GV).

2.3.2. Water Distribution – As noted in drawings, contractor shall demo existing Water line back to GV.

2.3.3. Sanitary Sewer – As noted in drawings, contractor shall demo existing sanitary sewer lines back to manhole (MH), and will grout shut openings at MHs. The contractor shall pump out and legally dispose of all contents (liquid and sludge) from the existing OWS. The contractor shall then completely excavate, remove, and dispose of the entire OWS structure and all associated connecting pipes. The resulting void shall be backfilled and compacted with clean fill.

2.3.4. Storm Sewer – As noted in drawings, contractor shall demo existing roof drain lines and cap.

2.3.5. Electrical – The contractor shall safely disconnect and remove the existing 1000 kVA pad-mounted transformer. The transformer and all associated components shall become property of the contractor and shall be removed from the installation. The primary underground power feed (high-voltage cable) shall be safely disconnected at the source power pole (PP16) and the entire length of the cable pulled completely out of the conduit. The contractor shall leave a durable nylon pull-string inside the empty conduit, secured at both ends. The empty underground conduit shall be demolished back to the roadway as noted in the drawings. Contractor shall also demo secondary power line leading to power pole and disconnect switch.

2.3.6. Telecommunications – As indicated in the drawings, the contractor shall demolish and remove abandoned communication handhole HH414.

Contractor shall demo the abandoned direct bury copper communications cable from HH414 to HH07. Contractor shall also cut and cap comm duct as indicated in the drawings.

2.4. Structural Demolition and Disposal

2.4.1. The contractor shall demolish the complete building superstructure.

2.4.2. The contractor shall demolish and remove the entire building foundation and slab-on-grade, except for the battery pit as noted above.

2.4.3. The contractor shall also demolish the asphalt drive to the south of the facility and in ground concrete supports surrounding the facility.

2.4.4. All demolition debris shall be loaded and legally disposed of off-site.

2.5. Site Restoration

2.5.1. The void left by the foundation shall be backfilled with structural fill and compacted in accordance with the Specifications.

2.5.2. The entire project site shall be graded to establish positive drainage across the entire gravel lot, ensuring no areas of standing water and directing all surface runoff towards the catch basin system. The final grade shall smoothly transition to meet the elevations of the surrounding, undisturbed landscape.

2.5.3. The contractor shall perform all site grading to ensure surface drainage across the entire project area, sloping the site to direct all stormwater runoff into the five (5) existing storm drain catch basins. The contractor shall inspect and clean these existing basins, and if necessary to achieve the required positive drainage, adjust or reset the existing structures and grates to the appropriate elevation. The Contractor is required to establish final grading slopes to ensure a completely drained site.

2.5.4. Geotextile fabric shall be installed over the graded subgrade.

CHUNG, KIET M Lt Col USAF ANG 179 CES/CC Do we need to add any provisions, specifications, or FAR clauses for salvaging?

MCCARTHY, CLAYTON M Capt USAF ANG 179 CES/CC Gordon is tracking all the recycling requirements and main salvable items like the transformer.

CHUNG, KIET M Lt Col USAF ANG 179 CES/CC Is it fiber there or copper?

MCCARTHY, CLAYTON M Capt USAF ANG 179 CES/CC Chief Hogue confirmed it is copper.

CHUNG, KIET M Lt Col USAF ANG 179 CES/CC Compacted to what % of Std Proctor or Modified Proctor? Does it matter?

MCCARTHY, CLAYTON M Capt USAF ANG 179 CES/CC Spec section 31 00 00 goes into compaction, I currently have 90% standard proctor which should be high enough that things aren’t settling.

2.5.5. A 6-inch (minimum) compacted course of #304 aggregate shall be installed to create a base course for the gravel surface.

2.5.6. A 3-inch compacted course of #57 aggregate shall be installed to create the final gravel surface.

End Statement of Work