SOW (10Mar23).pdf

PLANNING/CONSTRUCTION SERVICES

STATEMENT OF WORK

ADAL Engine Test Facility, Bldg. 15437

FXSB211654

(Revised 10 March 2023)

1 GENERAL

1.1 The work covered by this Statement of Work (SOW) includes providing all plant, labor, equipment, and materials required to perform planning and construction of the tasks outlined below.

The contractor shall be responsible for necessary travel and services required to perform the work.

1.2 The contract procedures and project objective provide only general direction of what is required and does not constitute a complete explanation of the work involved. The government is relying on the contractor’s expertise in providing planning and construction that meets the intent of the task. The contractor shall work closely with designated government representative to work out details.

1.3 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.

1.4 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 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

1.5 Federal Funding Accountability and Transparency Act Subaward Reporting System (FSRS). The contractor shall report ALL subcontracts >$30,000 at www.fsrs.gov.

1.6 Work shall comply with local, state, and federal codes and applicable ANG Engineering Technical Letters (ETLs).

1.7 Materials incorporated into the work shall be new.

1.8 Asbestos Containing Materials (ACM) are not present in facility.

1.9 The contractor shall account for all contractor HAZMAT using the JBER Contractor Hazardous Materials Usage Tracking Form (Appendix A of JBER IHMP). Additionally, all contractors and their subcontractors shall comply with applicable Federal regulations (FAR Clauses 52.223-3, Hazardous Material Identification and Material Safety Data; 52.223-5, Pollution Prevention and Right-to-Know

Information; 52.223-7, Notice of Radioactive Material; 52.223-19, Compliance with Environmental Management Systems; AFMAN 32-7002, Environmental Compliance and Pollution Prevention), local regulations, and JBER’s Environmental regulations including but not limited to JBER’s Integrated Hazardous Material Plan (IHMP), and Hazardous Waste Management Plan (HWMP). These guidelines were established to protect the health and safety of personnel at JBER and to maintain compliance with the federal, state, and local laws. However these guidelines are subject to change. It is the contractors and subcontractors’ responsibilities to be familiar with the guidelines and seek approval before bringing on base any Hazardous Materials. The POC for environmental issues or concerns is 176 CES/CEV.

1.10 Anti-Terrorism / Operations Security / Information Protection.

1.10.1 Access and General Protection/Security Policy and Procedures. 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.

1.10.2 For contractors that do not require CAC, but require access to a DoD Facility and/or Installation. 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 31‐101 and AFI 10‐245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

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

2 CONTRACT PROCEDURES

2.1 This contract shall be awarded on a firm fixed price basis.

2.2 The government has provided site plans, drawings and specifications for each of these projects.

2.3 Project specifications and drawings are attached to this Statement of Work (SOW) and are available for download at www.sam.gov.

2.4 The contractor shall clean up all construction debris and remove all unused materials.

2.5 The contractor shall walk the site with the government project manager for a final inspection to verify all tasks are complete and that objectives were achieved.

2.6 The contractor shall submit as-built drawings depicting actual work completed.

2.7 Attachments are provided for reference only. Contractor shall verify field conditions and dimensions prior to commencing work and shall do all necessary patching and repairing to existing floor, tile/carpet, walls, and ceiling to match existing materials where required during construction.

3 PROJECT OBJECTIVE

Non-personal services: Provide all plant, labor, new and current material, transportation, tools, equipment, appliances, supplies, services, permits, insurance, and supervision necessary to ADAL Engine Test Facility IAW this Statement of Work (SOW) and the attached drawings and specifications.

Objective of project is to modify Bldg.15437 (warm storage warehouse) to house equipment needed to test helicopter engines after having been worked on and before they are used for actual flight. Majority of equipment received will be inside the existing building, but a covered fuel containment dike will need to be constructed to house the fueling system needed to run the helicopter engines. Locations and specifications of equipment is shown on attachments.

0001 - BASE BID

Construct Covered Fuel Containment Dike.

Build monolithic slab on grade level 3,000 psi 8 inch thick concrete pad, 20 foot long by 15 foot wide orientated as shown on Attachment 1. Pad shall have 1 foot wide curbs within all outer edges of pad that are 1 foot higher that finished floor elevation and shall be 1 foot deeper than bottom of pad concrete.

Curbs shall remain same width throughout their height/length and be tied into pad via industry standard #5 rebar 6x6 box configuration. Curbs and pad will be covered with continuous fuel resistant rubber membrane specifically made for this purpose and shall be terminated along edges with aluminum transition to keep edges from degrading and shall be weld sealed in accordance with manufacturers recommendation along all edges where any pieces adjoin. Curb shall have 2 foot long horizontal 2 inch diameter corrugated steel pipe with brass ¼ turn valve installed perpendicular to length of curb and installed about halfway down from top of curb.

Construct red iron framed canopy with corrugated steel roofing over diked area. Roof shall extend two feet beyond dike curbs and shall be designed/constructed to withstand local wind load requirements and fasteners designed for this purpose shall be used throughout. Finish on corrugated metal and flashing shall match adjacent Bldg. 15437 in color. Design of cross bracing and height of structural members shall not impede fuel skid from being placed on dike under canopy. Dimensions of fuel skid unit can be seen on Attachment 4 for planning purposes and column footings shall be excavated via hydro-boring or pile driven as to minimize disturbance to Building 15437 footings and surrounding utilities.

Install Exhaust/Supply Ducting.

Cut holes in walls and install insulated exhaust/supply ducting needed to run engine dynameter. Install bracing needed to properly support ducting while equipment is running. Properly flash and insulate along all edges to contain airflow and control moisture. Cut minimally sized hole in gable end wall closest to fuel skid to allow fuel hoses to be brought through opening and install weather flapping and cover to keep air and moisture from entering. Attachment 2 shows approximate location/configuration of equipment to be operated in this facility. All work shall be in accordance with UFC criteria, building codes, local directives, and standard practices.

Install Electrical Panels.

Provide/install electrical panels, switches, and connections needed to power control cab, distribution box, electrical starter unit, and fuel system as shown on the attachments. All work shall be in accordance with UFC criteria, building codes, local directives, and standard practices.

Secure Equipment to Floors/Walls.

Adequately bolt duct bracing and all equipment shown on attachments to existing 6-inch-thick concrete floor to keep it from shifting. In addition, properly strap all equipment needing extra support to roof and wall framing systems to meet earthquake zoning requirements. Lastly, metal canopies will need to be fabricated/installed and extend out from the building about two feet over each of the newly installed louvered ducts on the exterior walls. These canopies will aesthetically match existing building.

OPTIONS

0002 – Install Communications Ducting/Panel.

Excavate and core drill communications manhole (MH) 237A to install 2 each 4-inch PVC ducts.

Trench and extend this new ducting as shown on Attachment 5 to the northwest corner of Bldg. 15437.

Ducts shall be a minimum of 2 feet deep, cross existing buried stainless steel liquid fuels line that parallels northside of Bldg.15437 with a ten-foot offset at 90 degrees, and trench shall be hand dug or excavated with vacuum truck within ten feet of crossing fuel line. New ducting shall have trace wiring installed. Install plywood with communications panel to facilitate both telephone and computer connectivity as shown on Attachment 6 on west interior wall. Install one telephone and one computer outlet on west interior wall adjacent to communications panel.

0003 – Install Communications Wiring.

Install approximately 1,000 Linear Feet of 12 strand single mode fiber optic telecommunication wiring from Hangar 11 (Bldg.16430) communications hub to new panel in Bldg.15437. Cost for termination of wiring shall be included as part of this item.

4 ATTACHMENTS

Attachment 1 – Site Plan, Covered Fuels Containment

Attachment 2 – Internal Building Layout

Attachment 3 – Duct Specs

Attachment 4 – All FEDS Equipment Specs

Attachment 5 – Communications Ducting/Wiring

Attachment 6 – Communications Panel/Cabinet

Attachment 7 - JBER Integrated Hazardous Material Plan (IHMP) dated 25 October 2020

Attachment 8 – JBER Hazardous Waste Management Plan dated 7 May 2020

5 PERIOD OF PERFORMANCE

5.1 The POP shall be 120 days from date of notice to proceed for base bid item.

5.2 The POP shall be 60 days from date of notice to proceed for all option items.

(Revised 10 March 2023)