Atch 1_SOW Hangar Construction.docx

USDA APHIS PPQ MAB Rehabilitate Aircraft Hangar - Edinburg, TX Attachment 1, 12639525R0015

Statement of Work for Construction Services May 2025

1.0 CONTRACT PROJECT: Rehabilitate Aircraft Hangar

2.0 LOCATION: U.S. Department of Agriculture (USDA), Animal and Plant Health Inspection Service (APHIS), Plant Protection Quarantine (PPQ) Moore Air Base (MAB), 22675 N. Moorefield Road, Edinburg, Texas 78541

3.0 PROJECT BACKGROUND: The hangar was constructed between 1941 and 1943 during World War II as part of the Army Training Command. The hangar is approximately 22,000 sf with a ceiling height of roughly 30 feet. In 2019 MAB flooded; approximately 24 inches of water flooded the hangar. Flood waters caused significant damage to several areas of the hangar including the old restrooms, break room, sheet metal shop, parts rooms, and avionics storage room. As a result, the parts room was vacated, and spare parts were moved to the aircraft hangar storage room. In addition, pilots and maintenance staff are currently using a 24-foot-wide modular office trailer for temporary office and restroom space. The modular trailer is located inside the hangar and occupies critical aircraft parking space.

The existing hangar building represents a unique moment in American history that conveys historical, architectural, and cultural value. In response to the historically sensitive nature of the facility, the U.S. Department of the Interior’s recommendations for rehabilitation of an existing resource have been researched as part of the assessment of the project. Rehabilitation is considered an appropriate treatment when repair or replacement of deteriorated features is necessary and when alterations are needed to enable the continued use of a structure.

Note: As identified in this Statement of Work (SOW), Contractor is the construction contractor. The Architectural and Engineering (A/E); Designer of Record (DOR); and Construction Inspection Contractor (CIC) are representatives of the Government.

4.0 PROJECT DESCRIPTION: The purpose of this SOW is to procure construction services to accomplish rehabilitation activities for the aircraft hangar and perform site improvements around the hangar. The rehabilitation project will include but not be limited to structural repairs, exterior and interior repairs, and remodel. If realized, these projects will help improve building usage for several more years and ensure code compliance.

Contractor shall make improvements as designed under Cushing Terrell Contract No. 12639521D0052/12639523F0771, dated January 17, 2025. Modifications to the approved design shall be preapproved prior to implementation. Discrepancies between the SOW and the design documents shall be brought to the attention of the Contracting Officer (CO) for resolution prior to commencing work.

Contractor shall meet with the Government [e.g., Facility Manager (FM), Program Project Manager (PPM), etc.] to ascertain a clear understanding of the project scope, project boundaries and any site security concerns. Tasks that are unclear shall be confirmed with the CO prior to incurring costs.

4.1 Contractor shall furnish all plant, labor, materials, hardware, equipment, test equipment, etc. necessary to effectuate rehabilitation of the aircraft hangar. The project tasks are identified in descending order of priority. The design/construction is divided into three main areas. Each phase should be standalone with its own requirements and cost estimate. The Government has highlighted a few tasks in each phase. Tasks identified are not exhaustive. Note: It is imperative that the Contractor thoroughly review the design documents for a complete understanding of the rehabilitation project and phase work. Contractor has discretion to modify the phases as needed for ease of workflows.

Phase 1 – Exterior and Structural

a. Structural repairs and roof.

b. Replace exterior window frames, man doors, and exterior metal siding.

Phase 2 – Interior Rooms and Spaces at Front of Hangar

a. Remodel and replace the areas in front of the hangar.

b. Condition the following spaces: break room, offices, locker room, restrooms, and avionics room, unless otherwise noted on drawings. Update heating ventilation and air conditioning (HVAC) system.

c. Update area for building code compliance and ADA requirements.

d. Add fire suppression to the lean-to/shed area of the hangar.

e. Provide infrastructure for the future installation of security system and wi-fi.

Phase 3 – Exterior Landscape and Hangar Main Floor Area

a. Repair and paint the interior surfaces of the exterior wall and structural components.

b. Repair and paint all interior surfaces of the interior roof structure.

c. Add four “Big Ass Fans” or equivalent with individual controls.

d. Conduct maintenance (bearings and tracks on the main hangar roll doors).

e. Add fire suppression and fire pump to the main hangar area.

d. Install underground storage tank for fire suppression system.

4.2 Due to the age of the building, test all areas in the project for lead and asbestos. Note: Glazing in existing window units may contain non-friable Asbestos Containing Materials (ACM).

a. If required, address remediation and disposal of hazardous waste.

1. Contractor shall inspect windows prior to removal to ensure that removal will not result in non-friable ACM becoming regulated ACM.

2. Contractor shall remove ACM such that the material will not become friable due to breakage, crumbling or pulverizing of the material. If more than a threshold amount of the material cannot be removed without breaking or crumbling the material, then the project must be performed by a registered asbestos abatement contractor in accordance with all applicable asbestos work practice requirements.

3. Individuals working with non-friable ACM shall meet the Occupational Safety and Health Administration (OSHA) requirements governing the removal of non-friable ACM.

4. Contractor shall minimize exposure to facility employees by implementing precautionary procedures per OSHA.

5. Dispose of material at an approved landfill or transfer facility that will accept non-friable ACM. Contact disposal facility prior to removing any windows to ascertain any specific procedures such as packaging, wetting, and labeling for waste delivery of non-friable asbestos waste and to ensure that the facility will accept the waste. Maintain manifest of all non-friable ACM disposed. Surrender documents for Government record upon project completion.

6. Material that has become friable shall be treated as regulated asbestos containing material (RACM). If the conditions change, notify the Contracting Officer Representative (COR) immediately and cease work.

7. Contractor shall immediately notify the COR of any suspect material potentially disturbed during the construction process that is identified as ACM.

8. Non-friable ACM that becomes RACM must be removed by registered asbestos abatement contractors trained in the provisions for proper handling, packaging and waste disposal.

9. Remediation waste classified as hazardous waste by the Environmental Protection Agency (EPA) guidelines shall not be disposed of with regular waste.

4.3 Coordinate the exact location of all equipment with the Government prior to final connection. (A meeting between the Government and Contractor on this is essential.)

4.4 Government shall have the right of first refusal for any deconstructed equipment. Any equipment identified for retention by the Government shall be decontaminated (if required), cleaned, and stored at a designated location as identified by the Government. Contractor shall remove demolished equipment, construction waste, and hazardous waste from the site at their expense.

4.5 Licenses/Permits: Contractor is responsible for obtaining permits from the Authority Having Jurisdiction (AHJ). Any inspection or permit fees required are the responsibility of the Contractor. Contractor shall ensure that the design has construction approval prior to commencing work.

a. Documentation of approvals, inspections, permits, etc. obtained from the AHJ shall be forwarded to the Government for record. Likewise, document meetings, verbal approvals, etc. with any governing authority i.e., who, what, when, etc. for Government record

b. Provide an estimate for the following prior to incurring costs: connecting to the local utility systems such as tap-in fees and capital improvement fees to aid the Government in appropriating funding.

4.6.1 Project Phasing: Provide a phasing plan or implementation plan for Government approval prior to proceeding. Due to the footprint, Contractor shall develop a phasing plan to execute construction that provides the least impact to facility operations. Include a schedule in Gantt format that identifies projected critical paths, milestones, and long lead items. Government will remove the temporary trailer. It is imperative that disconnecting and capping of water and sewer lines servicing the trailer are coordinated with the Government and identified in the project phasing and schedule to minimize the impact to daily operations.

4.7 Provide a Safety Plan and Quality Assurance/Quality Control (QA/QC) Plan for Government review and acceptance. Address and utilize methodologies and preventative measures to mitigate fugitive dust, sediment problems, soil erosion, and noise pollution during construction.

4.8 Develop a Waste Management Plan. Plan should address where and how construction waste is diverted. Include estimated percentages/tonnage for salvage, recycle, landfill, etc. inclusive of contact information of the disposal site(s). Maintain disposal records for submission to the Government at project closeout.

4.9 Contractor shall do the following:

a. Submit shop drawings and product data submittals, material, test reports, change order requests, Requests for Information (RFI), etc. to the Government for review and acceptance prior to incurring costs. Government will have a minimum of 14 days to review and/or respond to each request. Documents received after 1:00 pm EST/EDT will be considered as received the next business day.

b. Maintain Safety Data Sheets (SDS) of all glues, sealants, paints, sprays, etc. used during the installation process. Submit SDS to the Government at contract closeout.

c. Provide typical cut sheets of components, material and equipment recommended for installation.

d. RFIs shall have a unique identifier RFI #1, 2, 3 … for tracking. Resubmittals required shall follow as 1A, 1B, etc. Ex. RFI #1 confirm hydrant location; RFI #1A confirm hydrant location.

e. Equipment submittals shall have a unique identifier/nomenclature for tracking: Submittal #1 + specification reference + equipment/material seeking approval. Resubmittals shall follow as Submittal #1A + the specification reference +equipment/material. Ex. Submittal #1-092900 gypsum board; Submittal #1A-092900 gypsum board.

4.10 Contractor to ensure that epoxies, glues, paints, primers, etc. have low Volatile Organic Compounds (VOC) content. Submit for record SDS and manufacturer’s certificate(s) that certify the VOC content.

4.11 Provide a parts list for Government reference. Provide spare parts as identified in the specifications and any specialty tools that are not typical stock items to the FM until the Government is able to procure. If spare part quantities are not identified in the specifications, coordinate with the FM quantities required.

4.12 Not Used

b. Contractor will assume all responsibility if damage occurs resulting from failure to properly identify site utilities in the construction zone. Damaged utilities, whether above or below grade, will be repaired at no cost to the Government.

c. Attention: All costs related to crossing existing utilities, exploratory excavation and other methods of locating existing utilities are incidental and shall not be paid separately but shall be considered incidental to the applicable bid items. Not all utilities are identified on site plans.

d. Contractor must not leave any open trench overnight. Excavate only the amount of trenching that can be covered during a normal shift or provide proper coverings as approved by the FM.

4.14 Not Used

4.15 Utilities

Contractor shall determine the most cost-effective method to access the necessary utilities needed at the site. Coordinate with the Government for any existing utility site maps. Ensure all the necessary utilities are available at the facility for the success of this project

a. Provide a determination of available site utilities within proximity of the proposed construction site, i.e., telephone, data, water, electricity, etc. Coordinate, as required, utility requirements with local utility companies.

b. Provide IT infrastructure i.e., conduit, wiring, jacks, etc. as it relates to connectivity to the building and throughout. Contractor shall determine the best access points. Equip building with telephone/data access inclusive of wireless access. Hardware installed by others. Coordinate with MAB IT for specific requirements.

c. Provide conduit/raceway infrastructure for future installation of security system. Install pull wire and cap to prevent the infiltration of water and debris. Hardware installed by others. Coordinate with MAB security for specific requirements.

d. Coordinate with the FM for access to utilities i.e., electricity, water, etc. during the construction process. Ascertain if there are incurred costs for usage during construction and coordinate reimbursement requirements with the FM.

4.16 Provide a minimum of five days’ notice prior to disconnecting or removing roof installed equipment i.e., antennas, windsocks, etc.; de-energizing any electrical system; or disabling/shutting down any utility system i.e., water, sewer, etc. Coordinate any shutdown with the Government to ensure minimum impact on the campus. As much as possible, coordinate all work during the restoration repair process to preclude interference with the daily operations of the facility.

a. Tag out equipment affected by a specific task or work area whether electrical, water, or sewer prior to starting restoration repairs.

4.17 Existing equipment whether electrical, mechanical, plumbing, etc. that has been disconnected shall be reconnected unless otherwise noted on the drawings and tested for operability, water tightness, pressure, etc. Contractor will be responsible for tying existing building fixtures, equipment, piping and drains into the new system.

a. Testing requirements shall comply with applicable federal, state, and local codes and standards, and trade practices of the profession. Submit testing methodology to the Government for review.

b. Perform initial startup of all equipment and systems to ensure equipment is working per the approved construction documents and manufacturer’s specifications.

c. Contractor shall submit written documentation/certification that systems and equipment were tested properly, passed all testing requirements, and are functioning correctly. Submit test reports for Government record.

4.18 Additions, alterations, renovations, or repairs to any utility system shall conform to that required for a new system without requiring the existing system to comply with all the requirements of the new code, provided the design documents do not specify something different.

a. Modifications must be code-compliant and not cause an existing system to become unsafe, hazardous, unsanitary, or overloaded.

b. Tasks must ensure the proper functionality of all utilities i.e., electrical, telephone/data, etc. at the construction locale.

4.19 Upon installation of the new plumbing, test the rough piping installation in its entirety to ensure the system(s) is working per the design requirements, manufacturer’s recommendations, there are no leaks, and to ensure pressure is maintained. Plumbing and sewer work, and parts of the existing systems affected by new work/alterations shall be inspected by the COR to ensure compliance with the design documents.

a. No piping or drainage system shall be covered, concealed, or put into use until it has been inspected and tested in the presence of the COR or Government representative.

b. Costs associated with third party inspections are borne by the Contractor.

c. Contractor shall submit written documentation stating that the system is functioning correctly.

d. Submit final flow and pressure tests for Government record

4.20 Contractor shall video the new installation and piping tie-ins to ensure the line is clear, functioning properly, and free of defects and bumps. Provide two copies of the video to the FM.

4.21 Conduit fill shall be per the latest National Electrical Code (NEC). Do not overfill conduit. If during construction the Contractor identifies conduit that meets the NEC requirement and/or conduit that has been sized on the drawing but will be overfilled due to the cable size such that future maintenance/removal of wiring is prevented, notify the COR or EPM immediately before proceeding.

4.22 Contractor shall be mindful that antenna, windsocks, and other equipment are installed on the roof. Any equipment that is disconnected to facilitate access shall be reconnected by Trade Professionals and tested to ensure the equipment is properly functioning.

Fire Hydrant

4.23.1 Install new fire hydrant as directed by the design documents. Inspect new hydrant prior to installing for damage during shipment, and to ensure there is not any internal damage and all components are intact. Hydrant shall be compatible with those recently installed at MAB. Coordinate with the FM for type, make, and model number.

4.24 Pressure and leak test hydrant before and after installation as nozzles and hardware tend to loosen during shipment. Refer to the AWWA Manual M17 and AWWA C600 for pressure testing requirements and installation details. Test each hydrant installed to ensure operation. Submit test results for Government record. Note: Hydrant should be flushed after project completion to ensure operation.

e. Provide 3’ x 3’ x 6” concrete slab (3500 psi) around each valve box to stabilize, protect from vehicular traffic, and eliminate the growth of grass around hydrant. Reference Attachment A, Detail 2 “Concrete Surrounding Valve Cover.”

4.27 Provide protective concrete-filled bollards for hydrants located in areas near roads and vehicular traffic. Install above grade. Coordinate with FM for an acceptable height. Paint all bollards safety yellow or provide heavy duty bollard covers with UV inhibitors, Ideal Shield or equal. Provide a minimum of two bollards for each hydrant.

Erosion, Runoff and Temporary Dust Control

4.28 Address preventative measures to control foreseeable dust, erosion, or sediment problems. Measures to control erosion and other pollutants such as temporary storm drain protection shall be properly implemented during construction.

a. Address minor ditching limits, installation of culverts, site drainage, storm water runoff, and minor landscaping/restoration where applicable.

b. Contractor must ensure that safety, sheeting, shoring, compacting disturbed load bearing soil; and bracing materials and installation requirements protect trenching, excavations and adjacent structures, utilities, and property. Utilize effective techniques to prevent soil erosion and standing water.

c. Reseed where required and appropriate.

4.29 Contractor shall repair any sidewalks, roads, grading, etc., damaged during construction at no cost to the Government. Areas shall be repaired to the original condition or better as required by the COR.

4.30 Asphalt or similar surfaces shall be treated with a seal coating that will help prevent future damage, be high in performance, sustainable, cost effective, and VOC compliant.

4.31 Provide for Government review concrete test reports as noted in the design documents. Ensure report addresses the following:

a. Concrete mix design

b. Samples for strength, slump, air content, temperature of concrete, time since batch was mixed, etc.

c. Curing temperatures

d. Concrete placement

4.32 Concrete flooring that is modified to facilitate the installation of new piping, etc. shall be cured and sealed. Install vapor barriers. Ensure that all new drainpipes at a minimum are laid in a sand bed with four (4) inches of gravel above prior to pouring concrete, unless noted otherwise in the design documents/specifications. Contractor shall confirm the amount of sand and gravel required. Contractor shall employ methodologies i.e., rebar, dowels, etc. to prevent a floating floor.

4.33 Utilize methodologies to minimize airborne particles or fugitive dust when sawing cutting or core drilling concrete or masonry.

General

4.34 Coordinate with the FM prior to performing any welding or work requiring hot permits. Weld connections shall have smooth transitions with no sharp or extensive projections. Coordinate with the FM to provide the necessary fire watch.

a. All welds and welding repairs shall meet the requirements of the applicable code and/or standard.

b. Welders shall be ASME certified.

c. Upon satisfactory completion of welding performance qualification testing, each welding shall be issued a unique welder identification symbol.

d. The welder’s identification symbol of each individual welder performing work on a single weld joint shall be stenciled adjacent to the finished weld.

e. A master list of welding personnel shall be prepared and maintained which provide the name and symbol of each qualified welder along with the welding process and position for which that welder is qualified.

f. Mechanics shall be responsible for removing weld slag, dust splatter and foreign material attributed to the weld process by using a chipping hammer, file, grinder, brush, etc.

4.35 All material and equipment shall be new and rated per code for the environment in which it is installed. All nuts and bolts, etc. specified in direct contact with corrosive chemicals shall be stainless steel unless otherwise noted in the design documents.

a. Coat all nuts and bolts, other than stainless steel, with a rust inhibitor.

b. Fasteners shall be suitable to withstand design loads as recommended by the manufacturer. Exposed heads shall match the color of the sheet metal.

4.36 Contractor shall employ methodologies to protect against “electrolytic action” from dissimilar metals.

4.37 Notify the FM before proceeding if emergency/safety equipment removed and identified for re-installation cannot be reinstalled in the same spot. Repair/seal, to the FM’s satisfaction, any holes/voids completely that result from execution of this project. Maintain the integrity of the penetrated element. Seal penetrations at fire-rated walls, partitions, ceilings, or floor construction completely with fire rated material to full thickness of the penetrated element.

4.38 Areas where fire suppression/sprinkler equipment are impacted, Contractor shall remove and realign appropriately. Test fire alarm/suppression system to ensure conformance with the existing system. Modifications to the fire alarm/suppression system drawings shall be sealed and certified by a Fire Protection Engineer. Notify the FM immediately prior to doing any work that will affect the fire suppression/sprinkler system.

4.39 Contractor shall maintain daily reports and a photo journal for project duration and submit the reports as required by the Government.

a. During construction, if the Contractor encounters an unusual situation, conflicts or construction anomalies that are not denoted on the design drawings, Contractor shall immediately notify the CO for a resolution before proceeding.

1. To ensure clarity, develop drawings/sketches/diagrams/specifications and/or provide photos for Government review and acceptance of conflict resolution. Recommendation/design change shall be in accordance with local, state, federal regulations, and industry best practices.

2. When applicable, submit an associated construction cost estimate for any recommended change.

b. Contractor must utilize Trade Professionals to install respective equipment.

c. Contractor must ensure all equipment impacted by this installation is working correctly prior to contract closeout.

4.40 Contractor will install Government furnished equipment (GFE) unless otherwise noted. Provide all necessary hardware or equipment (i.e., conduit, cable, piping, etc.) required to make the GFE functional per the manufacturer’s specifications. Consider conduit/piping delivery options that minimize the encroachment of space around equipment.

4.41 Finished surfaces and/or equipment, materials, etc. that are damaged, scratched or marred due to modifications performed by disciplines of other trades shall be restored at no expense to the Government and to the FM’s satisfaction. Correct damage to the work of other trades by cleaning, repairing, replacing, and/or refinishing as approved by Trade Professional and leave in an undamaged condition.

4.42 No gypsum board from China will be allowed on project. Gypsum boards must be fire- rated moisture resistant panels. Perform work in accordance with the appropriate Gypsum Association standard for “Levels of Gypsum Board Finish” and “Application and Finishing of Gypsum Board.” Gypsum boards used in the ceiling shall have anti-sag performance.

4.43 Install floor tiles, finishes and adhesive in accordance with manufacturer’s recommendations. Coordinate color samples with the Government.

4.44 Modify design drawings to reflect actual construction. As-built (red-line) drawings shall be updated regularly and shall remain on site for project duration. Both red-lines and final as-built/constructed drawings shall be submitted to the Government during project closeout. Coordinate with the DOR in the development of the final as-constructed drawings. Note: Red-line drawings are subject to inspection by the COR at any time.

4.45 Contractor shall certify that all equipment and associated appurtances were constructed and installed per the approved design documents and are functioning per the manufacturer’s recommendations.

4.46 Not Used

Painting Requirements

4.47 Submit color samples for approval by the Government. Submit color name, sheen and location of paint used on the project for Government records. Paint and primer shall match the type and color scheme used elsewhere in the building.

4.48 Clean spattered surfaces. Do not scratch or damage adjacent finished surfaces. Protect the work of other trades against damage from paint application. Correct damage to the work of other trades by cleaning, repairing, replacing, and refinishing as approved by a Trade Professional and leave in an undamaged condition.

4.49 Apply paints only when the temperature of surfaces to be painted and ambient air temperature are between 50 degrees and 95 degrees F. Do not apply paints when the relative humidity exceeds 85 percent at temperatures less than 5 degrees F above the dew point; or to damp or wet surfaces.

4.50 Provide proper ventilation when applying primer or painting. Allow adequate drying time before occupying the painted space.

Commissioning/Training

4.51 Provide third (3rd) party commissioning of the Heating, Ventilation, and Air Conditioning (HVAC) unit.

a. Provide a commissioning plan for Government review and acceptance.

b. Ensure proper operation of the individual equipment and the entire system.

c. Establish a baseline for system operation and future maintenance.

d. Submit commissioning report/data for Government review and acceptance. Include written documentation stating that the equipment is functioning correctly per the design requirements and the manufacturer’s specifications.

5.0 OTHER GUIDELINES

Facility will remain fully operational during the construction period. Coordinate construction with the FM to minimize conflicts and downtime.

5.1 Contractor shall have a minimum of five years of experience performing work of this size and scope.

5.2 Work Sequence: Perform all work during normal business hours Monday through Friday from 6:30 am until 3:30 pm unless otherwise approved by the FM or Contracting Officer. All work outside of the days and hours noted shall be approved by the FM in writing prior to entering the facility. Notify the FM three days in advance for any deviation to work hours. Provide for Government approval a schedule of the phased work plan prior to commencing construction.

5.3 Contractor shall ensure all laborers, subcontractors, etc. have a valid picture identification such as a driver’s license or a state identification card to access the Base.

5.4 Vehicles on site shall have proper insurance and registration.

5.5 Contractor Use of Premises: Contractor will have limited use of the premises while completing the hangar project. Contractors must sign in and out each day at the Security Guard desk. Confine operations to areas within the construction zone(s) whether inside or outside. Contractors are not allowed to enter other areas of the facility unless escorted and on official business. Anyone found outside of the identified construction area will be removed from the facility and not allowed to return. No Exceptions.

5.6 Contractor shall always keep driveways and entrances at the facility clear and available for USDA employees and emergency vehicle access. Smoking is only permitted in an area designated by the Government.

a. Do not use these areas for parking or storing materials.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment at the preapproved on-site location. Contractor is responsible for scheduling, receiving, and off-loading all deliveries.

5.7 Contractor shall barricade the minimum safe distance needed to perform work. Do not use barricaded areas for parking or storing materials.

5.8 Contractor shall maintain a clean construction area for project duration. Maintain all construction debris in covered containers.

a. Remove all debris from site at Contractor expense. Restore area(s) to the same level of clean or better prior to the start of construction.

b. At project completion, clean rooms, fixtures, equipment etc., to remove construction dust and debris.

c. Clean campus roadways near the construction zone that have caked mud generated by and left by construction vehicular traffic.

5.9 Provide the number of Operational and Maintenance (O&M) copies as directed by the FM.

5.10 The Contractor shall protect the building and its occupants during the construction period. Take all necessary precautions (i.e., manage the source of pollutants either by removing them from the building, isolating pollutants from the people with physical (critical) barriers, utilizing proper ventilation or filtration, properly sealing openings, etc.) to ensure indoor air quality is free from air pollutants and to prevent the entrainment of dust and mold spores in the HVAC supply and return vents. Contractor shall make all necessary provisions to keep the operational part of the facility safe, watertight, airtight, and dust free. Cooperate with the FM to keep noise, dirt, and other interferences to a minimum.

5.11 Maintain noise pollution at 85 decibels or below per OSHA 1910.95. If Contractor believes noise pollution will become a problem, coordinate with the FM for resolution.

5.12 Contractor shall ensure site conformance meets or exceed OSHA, ANSI, and environmental standards.

Option:

Lightning Protection System

a. Provide the design and installation of a lightning protection system. Submit design and layout for Government approval.

b. Provide a separate cost estimate for design and installation. Estimate should be comprehensive enough for the Government to program funds.

6.0 PROJECT DATA: As applicable, the following information and design criteria are available for the Contractor’s use to ensure compliance. Version identified may or may not be the latest. Contractor to confirm and reference the latest version prior to incorporating into documents. Not all project data provided is applicable to this project.

· USDA Facilities Design Standards 242-1 https://www.ars.usda.gov/ARSUserFiles/FD/CIAMMB/242.1M-ARS%202024.pdf

· 29 CFR Part 1910 Occupational Safety and Health Standards

· 29 CFR Part 1926 Safety and Health Regulations for Construction

· Preferred Biobased Products found at https://www.biopreferred.gov/BioPreferred/ https://www.biopreferred.gov/BioPreferred/faces/catalog/Catalog.xhtml

· Recommended Recycled-Content Construction Material found at https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program

· Designated Green Products for Federal Procurement https://sftool.gov/greenprocurement

· Executive Order 13101, "Greening the Government Through Waste Prevention, Recycling, and Federal Acquisition"

· FEMP Energy Efficient Products Search for Energy-Efficient Products | Department of Energy https://www.energy.gov/femp/search-energy-efficient-products

· ANSI/ASSP Z9.2-2018 Fundamentals Governing the Design and Operation of Local Exhaust Ventilation Systems

7.0 ATTACHMENTS TO THE SOW

· MAB Aircraft Hangar Construction Drawings: Cushing Terrell dated January 17, 2025

· Building Renovation Final Specifications

· Exhibit A (for reference only)

a. Detail 1: Typical Fire Hydrant Anatomy

b. Detail 2: 3’ x 3’x 6” Concrete (3500 psi) Surrounding Valve Cover

8.0 PROJECT CONTACTS

8.1 APHIS Contracting Officer (CO)

Jim Roloff

USDA, APHIS, MRPBS, AAMD

250 Marquette Avenue, Suite 410 Minneapolis, MN 55401-2329 Tel. No.: (612) 590-7603 Email: James.G.Roloff@usda.gov

8.2 APHIS Facility Manager (FM)/Contracting Officer Representative (COR) Gabriel Lopez USDA, APHIS, PPQ – Moore Air Base Field Operations 22675 North Moorefield Road, Bldg. 6407 Edinburg, TX 78541 Tel. No.: (956) 205-7600/7602 Cell No.: (956) 458-7272 Email: Gabriel.Lopez@usda.gov

8.3 APHIS PPQ Field Operations (FO) – Program Project Manager

(PPM)

Ralph “Randy” O’Neal USDA, APHIS, PPQ, Supervisory Management Analyst 920 Main Campus Drive, Suite 200 Raleigh, NC 20737 Tel. No.: (919) 855-7363 Cell No.: (919) 559-6152 Email: Ralph.W.Oneal@usda.gov

8.4 APHIS Engineering Project Manager (EPM)

Rheta R. Johnson

USDA, APHIS, MRP, AAMD, ESB

Room 2B-02.13 4700 River Road Riverdale, MD 20737 Tel. No.: (301) 851-2638 Cell No.: (301) 440-1623 Email: Rheta.R.Johnson@usda.gov

8.5 APHIS PPQ Field Operations - Supervisory Airplane Pilot

Aircraft and Equipment Operations Jayme Carter

USDA, APHIS, PPQ, IAS

22675 N. Moorefield Road, Bldg. 6205 Edinburg, TX 78541 Tel. No.: (956) 205-7718 Email: Jayme.Carter@usda.gov

8.6 APHIS PPQ Administrative Officer – Field Operations

Jay Drake USDA, APHIS, PPQ, Field Operations 920 Main Campus Drive, Suite 200 Raleigh, NC 27606 Tel. No.: (919) 855-7299 Cell No.: (919) 338-4270 Email: Jay.Drake@usda.gov

8.7 APHIS Safety and Health Branch Chief

Timothy Snidow

USDA, APHIS, MRP, EMSSD, ERCS

4700 River Road Riverdale, MD 20737 Tel. No.: (301) 904-0916 Cell No.: (443) 772-4862 Email: Timothy.Snidow@usda.gov

8.8 APHIS Asst. Security Branch Chief

Richard (Curtis) King

USDA, APHIS, MRP, EMSSD, ERCS

Cell No.: (615) 920-9887 Email: Richard C. King@usda.gov

9.0 PROJECT REQUIREMENTS

9.1 General Requirements: Construction drawings should show all proposed work items. Submittals shall meet the requirements of section 12.0 “Design Submittals.” Construction sketches/drawings shall meet the requirements of paragraph 10.3 “Compliance with Building Codes.”

The Contractor shall comply with the latest editions of national codes and regulations including federal, state, and local laws. Pull permits as required and as denoted in the SOW. Codes and regulations may include but not be limited to the following:

· International Building Code (IBC)

· National Electrical Code (NEC)

· National Life Safety Code

· Uniform Plumbing Code

· International Plumbing Code

· National Plumbing Code

· Americans with Disabilities Act (ADA)

· Occupational Safety and Health Administration Regulations (OSHA)

· USDA Facilities Design Standards - ARS 242-01M

· Environmental Protection Agency (EPA)

· National Fire Protection Association – Building and Construction Safety Codes

· American Institute of Steel Construction

· American Iron and Steel Institute

· American Welding Society

· Steel Deck Institute

· Steel Structure Painting Council

· Texas Historical Preservation Society

· Texas Historical Commission

· Texas Commission Environmental Quality (TCEQ)

· Texas Health and Safety Code

9.2 Predesign Phase Contractor Services: The Contractor shall provide all services necessary for performance of the following tasks marked by an “X.”

NONE REQUESTED AT THIS TIME.

9.3 Contractor Services: The Contractor shall provide all services as noted in the SOW and the design documents inclusive of the following tasks marked by an “X.”

10.0 OTHER PROJECT REQUIREMENTS

10.1 Cost Proposal and Schedule: Based upon this SOW, the Contractor shall prepare an itemized fee proposal and schedule for services required to complete the aforementioned project. Fee proposal shall show tasks, the discipline/trade required, number of hours for each discipline, labor costs for each discipline/trade, material costs, travel costs, etc. A cover letter shall set forth all assumptions and exemptions made in the development of the fee proposal and indicate the costs for each phase. Requirements for the fee proposal and schedule are defined in paragraph 12.2 “Project Submittal Schedule.” A lump sum proposal without the required breakout is unacceptable. Note: Please provide two estimates: one to reflect phases completed concurrently and the other with each phase itemized separately to facilitate project phasing if required.

10.2 Field Investigation and Site Survey: The Contractor shall coordinate with the FM and inform the CO of scheduled site investigations. Prior to commencing construction, Contractor shall investigate the proposed construction site including interviewing the User to ascertain site conditions, to ensure all requirements are captured, and to mitigate rework.

10.3 Compliance with Building Codes: In accordance with Public Law 100-678, federal agencies must comply with national building codes, local building codes, and zoning ordinances. If required by the local authorities, the Contractor shall comply with the appropriate statutes governing the signing and sealing of engineering reports and drawings.

10.4 Compliance with Local Building Officials: Public Law 100-678 requires federal agencies to offer local building officials the opportunity to review projects for code conformance and coordination. The Government will not pay for reviews. If the code authority declines to review the project without payment, the Contractor shall document the effort was made to coordinate with the code authority, but they declined the offer. If the code authority chooses to review the design without payment, the Contractor shall coordinate with the local code authorities.

10.5 Code Analysis: The Contractor shall submit a certified statement indicating construction was performed in compliance with applicable codes, environmental permitting for the subject project, occupancy classifications, type of construction, etc.

10.6 Tracking of Green Products: Contractor shall within reason incorporate appropriate green products. Track and report, in table format, green products installed. At a minimum, the table should identify green products incorporated i.e., product category, green category (such as biobased, recycled-content, energy saving, water saving) along with estimated quantity and value of the green product. https://sftool.gov/greenprocurement

10.7 Specifications to include Preferred Biobased Products: Contractor shall within reason incorporate appropriate biobased products. Track and report in table format biobased products installed. A list of preferred biobased products. https://www.biopreferred.gov/BioPreferred/

10.8 Specifications shall include Recycled-Content Construction Material: Contractor shall within reason incorporate recycled content of construction material. Track and report in table format recycled content construction materials installed. A list of recommended recycled-content construction material can be found at https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program.

10.9 Construction Submittal Register: Contractor shall prepare in table format a submittal register listing all construction submittals required by the technical specifications. The Contractor shall reference the submittal register in the specification section regarding construction submittals. The Contractor will also provide an electronic copy of the submittal register to the Government. The submittal register shall list all submittals required, including construction drawings/specifications, product data, samples, test results, certificates, operation and maintenance (O&M) manuals, warranties, start of warranties, and length of warranties. The submittal register shall list the exact technical specification section and paragraph requiring the submittal and include an item description. The register shall be presented in Construction Specifications Institute (CSI) MasterFormat 2020. All specified green products shall be included in the submittal register for tracking and verification that the specified green products are used during construction.

10.10 Cost Estimates: Construction costs shall be presented in CSI MasterFormat 2020 in sufficient detail to facilitate a review and verification of all quantities and cost assumptions. The construction cost estimates shall include all associated parts of the construction such as subcontractor overhead and profit, contingencies, general requirements, travel costs, bonding, soft costs (i.e., environmental assessment, permitting, inspection services/contract administration and designer of record services), etc. Please ensure the construction cost estimate is itemized and detailed enough for the Government to make an informed decision regarding associated tasks/phases and budgetary costs.

10.11 Electronic Files: Drawings/sketches related to this effort will be prepared using computer aided design and drafting (CADD), AutoCAD for Windows, and will be in both .DWG and .PDF formats. Provide electronic and hard copy formats of the drawings and specifications to the Government.

10.12 Meeting Minutes: The Contractor shall document and distribute all project meeting minutes three days before the next scheduled meeting. The meeting minutes need only record the date, time, location, attendees, major issues discussed, and conclusions reached. Meetings shall be at the discretion of the CO.

a. Contractor shall be responsible for conducting meetings and recording any minutes.

b. Provide updated schedule, submittal/RFI register denoting what is approved and outstanding, and a two-week look ahead of projected work.

10.13 Turnover Final As-Built Construction Drawings/Sketches: Electronic and hard copy formats of the drawings/sketches shall be provided to the Government. Drawings shall be submitted in both CADD/.DWG and .PDF formats. Contractor shall coordinate with the DOR to finalize the as-built drawings. Provide the Government with both the red-lined and final documents for record. Ensure drawings are stamped “AS-BUILT or AS-CONSTRUCTED” and dated.

11.0 PROJECT BUDGET LIMITATIONS

Cost Estimate: The estimated construction proposal shall be accurate enough for the Government to program funds for the project.

12.0 CONSTRUCTION SUBMITTALS

12.1 Contractor shall submit drawings/sketches requiring Government approval in accordance with the submittal schedule. Show all proposed work items, including but not limited to installing new equipment or devices, details, elevations, sections, diagrams, etc. needed to fully develop the proposed work. Contractor shall use professional judgment in determining that enough information is included in each submittal.

12.2 Project Submittal Schedule: Upon receipt of the Notice to Proceed, the Contractor, at the direction of the CO, shall provide a work schedule that encompasses the performance period and all tasks as provided by the Government. Submit schedule in Gantt chart format or equal. Schedule should identify critical path elements, long lead items, and indicate project requirements for each submission and review stage. The number of days indicates the time duration to complete a task upon completion of the preceding task. The Government requires a minimum of fourteen (14) calendar days for submittal reviews. The duration of the contract shall not exceed 730 calendar days (2 years) from issuance of the Notice to Proceed to complete all project phases. Schedule is negotiable.

12.3 Submittal Distribution: The Contractor shall send copies of submittals directly to the following individuals. A copy of the Contractor’s transmittal letter shall be provided to the CO and EPM. Deliver submittals by Federal Express, United Parcel Service (UPS) or courier. Reference section 8.0 “Project Contact Persons” for respective contact information.

Fee Proposal/Cost Estimate

RFIs/Equipment and Material Submittals

13.0 FINAL DOCUMENT TURNOVER

13.1 Final submission shall incorporate and address all review comments from the previous submissions and include an itemized response to those comments and as-built information. Include all project documents including contract, modifications, red-lined and as-constructed drawings and specifications, cost estimates, submittals, RFIs, etc. on CD or thumb drive. Please categorize appropriately. Closeout documents shall be submitted no later than twenty (20) days upon completion of the project. Coordinate with the EPM closeout document requirements. Construction drawings shall be stamped “As-built or As Constructed Only,” dated and show the correct revision.

Exhibit A

Detail 1: Typical Fire Hydrant Anatomy

Detail 2: 3’ x 3’ Concrete Surrounding Valve Cover image2.png image3.jpeg image1.png