Statement_of_Work.pdf

STATEMENT OF WORK (SOW)

REGIMENTAL MASTER BREACHER COURSE RANGE SUPPORT

1. GENERAL: This is a non-personal services contract to provide a training site with target support and training aids for the Regimental Master Breacher Course (RMBC). The Government shall not exercise any supervision or control over the contract service providers performing the services herein. Such contract service providers shall be accountable solely to the Contractor who, in turn is responsible to the Government. The Contractor, in turn, shall be accountable to the Government for Contractor or subcontractor personnel.

1.1. Description/Introduction: The 75th Ranger Regiment has a requirement to conduct the RMBC. The Contractor shall provide a training site with all required target support and construction of the training aids, in accordance with the purpose of this course is to refine demolition training for select individuals from four Ranger battalions. The course will cover all aspects of Demolitions and Breaching. This course will exercise demolition technical and tactical procedures on conventional demolitions, assault breacher demolitions, ballistic, thermal, and mechanical breaching. The intent of this course is to enhance, and validate Level 1 Breacher's Techniques, Tactics and Procedures (TTP's) under the current and future conditions of overseas combat deployments. A Master Breacher will be certified to determine each demolition charge has accurate net explosive weight (NEW), minimum safe distance information (MSD), minimum safe fragmentation information, and collateral damage estimates (CDE). The Contractor shall provide the required target and training aid support in accordance with the specific training requirements identified in this document.

1.2. Scope and Objectives:

1.2.1. The intent of this SOW is to specify the requirements of the RMBC Support. This SOW describes the work necessary to effectively support the training objectives and satisfy the commander’s intent for training. The Contractor shall be required to:

a. Provide a 600 acre fully functional training site that is within 100 miles of Fort Benning, Georgia. The training site shall be fully equipped with all the required targets and training aids in order to host the Government instructed RMBC.

b. Provide secure onsite storage for Government Furnished Equipment and Ammunition, Arms and Explosives (AA&E) during the course.

c. Provide qualified, trained staff that are legally allowed to handle personal protective equipment, firearms, and AA&E.

d. Provide a fully functional on-site classroom space that can accommodate up to 60 students with Video Teleconference (VTC) capabilities.

e. Facility must have the ability to detonate an explosive charge up to 200lb net explosive weight (NEW).

f. Facility shall have medical evacuation standard operating procedure (SOP) facilitating access to Level II trauma care within sixty (60) minutes from the time of injury sustained during the course.

1.3. Period of Performance (POP). The anticipated period of performance is for a 12 month base year and four (4) optional ordering periods. The Government anticipates that the course will be conducted up to four (4) times per year; two (2) of the tentative scheduled dates* are as follows:

i. 05 March 2018- 15 March 2018

ii. 07 May 2018- 17 May 2018

*Course dates are subject to change, Contractor will be made aware no later than 90 days before the start of a course.

1.4. Hours of Operation: The Contractor shall be responsible for providing services for each two week course. The hours for each course shall be as follows:

Sunday Monday Tuesday Wednesday Thursday Friday Saturday 0900-1700 hrs 0900-1700 hrs 0900-1700 hrs 0900-1700 hrs 0900-1700 hrs 1000-0200 hrs 0900-1700 hrs 1000-0200 hrs 0900-1700 hrs 0900-1700 hrs

1.5. Place of Performance: The work to be performed under this contract shall be accomplished at the Contractor’s facility which is no more than 100 miles from Fort Benning, Georgia.

1.6. Quality:

1.6.1. Quality Control: Quality Control is the responsibility of the Contractor. The Contractor is responsible for the delivery of quality services/supplies to the Government (see FAR 52.246-1 Contractor Inspection Requirements).

1.6.1.1. Quality Control Program: The Government is committed to a highly interactive relationship between quality control by the Contractor and quality assurance by the government recipient of services. This relationship shall be achieved through an effective Prevention Based Quality Control Program dedicated to ensuring the best possible products and services to end users. The Contractor shall provide their final written Quality Control Plan (QCP) no later than (NLT) within 10 days after contract award and within five (5) days of any proposed changes to the Contracting Officer’s Representative (COR) and Contracting Officer (KO).

1.6.1.1.1. The Contractor’s quality program shall demonstrate its prevention-based outlook by meeting the objectives stated in the SOW throughout all areas of performance. The QCP shall be developed to specify the Contractor’s responsibility for management and quality control actions to meet the terms of the contract. The QCP as a minimum shall address continuous process improvement; procedures for scheduling, conducting and documentation of inspection; discrepancy identification and correction; corrective action procedures to include procedures for addressing Government discovered non-conformances; procedures for root cause analysis to identify the root cause and root cause corrective action to prevent re-occurrence of discrepancies; procedures for trend analysis; procedures for collecting and addressing customer feedback/complaints.

1.6.1.1.2. Upon request from the COR, the Contractor shall provide, all reports generated as a result of the Contractor’s quality control efforts. This shall include any summary information used to track quality control, including any charts/graphs.

1.6.1.1.3. The Contractor’s QCP shall be incorporated into and become part of this contract after the plan has been accepted by the KO. Proposed changes made after KO acceptance shall be submitted in writing through the COR to the KO for review and acceptance prior to implementing any revision. The Contractor’s QCP shall be maintained throughout the life of the contract and shall include the Contractor’s procedures to routinely evaluate the effectiveness of the plan to ensure the Contractor is meeting the performance standards and requirements of the contract.

1.6.1.2. Contractor Discrepancy Report (CDR): When the Contractor's performance is unsatisfactory, a CDR will be issued. The Contractor shall reply in writing within five (5) work days from the date of receipt of the CDR, giving the reasons for the unsatisfactory performance, corrective action taken, and procedures to preclude recurrence.

1.6.1.3. Quality Assurance: The COR will evaluate the Contractor’s performance under this contract in accordance with the Quality Assurance Surveillance Plan (QASP). This plan is primarily focused on what the COR must do to ensure that the Contractor has performed in accordance with the performance standards. It defines how the performance standards will be applied, the frequency of surveillance, and the minimum acceptable defect rate(s).

When an observation indicates defective performance, the COR will require the Contractor or designated on-site representative to initial the observation to acknowledge the defective performance. The acknowledgement of the observation does not necessarily constitute Contractor concurrence with the observation, only that the Contractor has been made aware of the defective performance.

1.7. Security Requirements: Contractor personnel shall comply with all applicable security and safety regulations, guidance, and procedures, including local, referenced in this SOW and in effect at the work sites.

1.8. Physical Security: The Contractor shall be responsible for safeguarding all government equipment, information and property provided for Contractor use. At the close of each work period, government provided equipment and materials shall be secured.

1.9.1. Key Control: The Contractor shall establish and implement methods of making sure all keys are not lost or misplaced and are not used by unauthorized persons. The Contractor shall develop procedures covering key control that shall be included in the Quality Control Plan. Such procedures shall include the turn-in of any issued keys by personnel who no longer require access to locked areas. The Contractor shall immediately (within one hour) report any occurrences of lost, damaged, or recovered keys to the Government Security Manager and COR.

1.9.1.1. Re-key/Key Replacement: In the event keys other than master keys are lost or duplicated, the Contractor shall, upon direction of the KO, re-key or replace the affected lock or locks; however, the Government, at its option, may replace the affected lock or locks or perform re-keying. When the replacement of locks or re-keying is performed by the Government, the total cost of re-keying or the replacement of the lock or locks shall be deducted from the monthly payment due the Contractor. In the event a master key is lost or duplicated, all locks and keys for that system shall be replaced by the Government and the total cost deducted from the monthly payment due the Contractor.

1.9.2. Unauthorized Use: The Contractor shall prohibit the use of Government issued keys by any persons other than Contractor’s personnel. The Contractor shall prohibit the opening of locked areas by Contractor personnel to permit entrance of persons other than Contractor personnel engaged in the performance of assigned work in those areas, or personnel authorized entrance by the Government.

1.9.3. Lock Combinations. The Contractor shall establish and implement methods of ensuring that all lock combinations are not revealed to unauthorized persons. The Contractor shall ensure that lock combinations are changed annually or when personnel having access to the combinations no longer have a need to know such combinations.

1.10. Special Qualifications.

1.10.2. At a minimum, the Contractor shall possess an active 3-year, Alcohol, Tobacco, Firearms and Explosives (ATF) Type 33 Permit (User of High Explosives) for storage of Department of Defense (DoD) munitions at the time of proposal.

1.10.3. The Contractor shall be responsible for complying with all wildlife, Environmental Protection Agency (EPA) and Occupational Safety and Health Administration (OSHA) laws and requirements during the performance of the Regimental Master Breacher Course contract.

1.10.4. Access and general protection policy and procedures. All contractor employees, including subcontractor employees, requiring access to an Army or United States Special Operations Command (USSOCOM) controlled installation, facility, or area shall comply with applicable security policies and procedures (provided by the government representative). This includes policies pertaining to the use or prohibition of electronic recorders, devices, cameras, etc. If the Contractor is required to take photographs or videos on a Government Installation, the Contractor must obtain written permission from the Senior Commander. The contractor shall also provide all information required for background checks to meet installation and facility access requirements to be completed by the installation Provost Marshal Office, Director of Emergency Services, or Security Office. The contractor workforce must comply with all personal identity verification requirements as directed by DoD, HQDA, USSOCOM, USASOC and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should Force Protection Condition (FPCON) at any individual facility or installation change, the government may require changes in contractor security matters or processes.

1.11. Key Personnel. The Contractor shall provide a Site Manager (SM) who shall be responsible for the performance of the work under this contract. The name of this person, and an Alternate Operations Manager, who shall act for the Contractor when the Site Manager is absent, shall be designated in writing to the KO at the post award conference. The Site Manager (and alternate) shall have full authority to act for the Contractor on all contract matters relating to daily operation of this contract. The Site Manager (or Alternate) is not required to be on-site at all times, however must be available via phone at all times during a scheduled course.

1.12. Post Award Conference/Periodic Progress Meetings: The Contractor agrees to attend any post award conference convened by the contracting activity or contract administration office in accordance with Federal Acquisition Regulation (FAR) Subpart 42.5. The KO and/or COR may meet periodically with the Contractor to review the Contractor's performance. At these meetings the KO and/or COR will apprise the Contractor of how the Government views the Contractor's performance and the Contractor will apprise the Government of problems, if any, being experienced. Appropriate action shall be taken to resolve outstanding issues. These meetings shall be at no additional cost to the Government.

1.13. Contracting Officer Representative (COR): The COR will be identified by separate letter of appointment. The COR monitors all technical aspects of the contract and assists in contract administration. The COR is authorized to perform the following functions: Assures that the Contractor performs the technical requirements of the contract;

performs inspections necessary in connection with contract performance; maintains written and oral communications with the Contractor concerning technical aspects of the contract; issues written interpretations of technical requirements, including government drawings, designs, specifications; monitors Contractor's performance and notifies both the KO and Contractor of any deficiencies; coordinates availability of government furnished property, and provides site entry of Contractor personnel. A letter of designation issued to the COR, a copy of which is sent to the Contractor, states the responsibilities and limitations of the COR, especially with regard to changes in cost or price, estimates or changes in delivery dates. The COR is not authorized to change any of the terms and conditions of the resulting contract.

1.14. Organizational Conflict of Interest: The provisions of FAR Subpart 9.5, Organizational Conflicts of Interest (OCI), concerning organizational conflicts of interest govern this contract. The Contractor shall notify the Contracting Officer immediately whenever it becomes aware that such access or participation may result in any actual or potential OCI and shall promptly submit a plan to the Contracting Officer to avoid or mitigate any such OCI. The Contractor’s mitigation plan will be determined to be acceptable solely at the discretion of the Contracting Officer and in the event the Contracting Officer unilaterally determines that any such OCI cannot be satisfactorily avoided or mitigated, the Contracting Officer may affect other remedies as he or she deems necessary, including prohibiting the Contractor from participation in subsequent contracted requirements which may be affected by the OCI.

PART 2

DEFINITIONS & ACRONYMS

2. DEFINITIONS AND ACRONYMS:

2.1. DEFINITIONS:

2.1.1. CONTRACTOR. The total contractor organization or a separate entity of it, such as an affiliate, division, or plant that performs its own purchasing.

2.1.2. CONTRACTING OFFICER (KO). A person with authority to enter into, administer, and/or terminate contracts, and to make related determinations and findings on behalf of the Government. Note: The only individual who can legally bind the Government.

2.1.3. CONTRACTING OFFICER'S REPRESENTATIVE (COR). An employee of the U.S. Government appointed by the contracting officer to administer the contract. Such appointment shall be in writing and shall state the scope of authority and limitations. This individual has authority to provide technical direction to the Contractor, as long as that direction is within the scope of the contract, does not constitute a change, and has no funding implications. This individual does NOT have authority to change the terms and conditions of the contract.

2.1.4. CONTRACTOR PERSONNEL. Contractor and subcontractor employees performing working under this contract.

2.1.5. CONTRACTOR TEAM ARRANGEMENT. Two or more companies form a partnership or joint venture to act as a potential prime contractor; or, a potential prime contractor agrees with one or more other companies to have them act as its subcontractors under a specified Government contract or acquisition program.

2.1.6. DEFECTIVE SERVICE. A service output that does not meet the standard of performance associated with the Performance Work Statement (SOW).

2.1.7. DELIVERABLE. Anything that can be physically delivered, but may include non-physical things, such as meeting minutes or reports.

2.1.8. GOVERNMENT-FURNISHED PROPERTY (GFP) OR GOVERNMENT PROPERTY (GP). Property, Equipment, or Material in the possession of or directly acquired by the Government and subsequently made available to the Contractor.

2.1.9. KEY PERSONNEL. Contractor employees who are critical for achieving SOW objectives. Key personnel shall meet position qualification and experience requirements indicated in the SOW. When key personnel qualifications are used as an evaluation factor in “Best Value” procurement, the Contracting Officer is the only one authorized to concur with key personnel replacement after award of the contract. When proposed key personnel resumes are used as an evaluation factor in best value procurement, a letter of commitment may be required from the individual whose resume is provided.

2.1.10. PERFORMANCE PREQUIREMENT SUMMARY (PRS). A listing of the service outputs under the contract that are to be evaluated by the COR on a regular basis, the surveillance methods to be used for these outputs, and the performance requirement of the listed outputs.

2.1.11. PHYSICAL SECURITY. Actions that prevent the loss or damage of government property.

2.1.12. PROPERTY MANAGEMENT SYSTEM. System established by the Contractor that is used to manage GFP/GFE in its possession to control, use, preserve, protect, repair, and maintain.

2.1.13. QUALITY ASSURANCE. A planned and systematic pattern of all actions necessary to provide confidence that adequate technical requirements are established; products and services conform to established technical requirements; and satisfactory performance is achieved. For the purposes of this document, quality assurance refers to actions by the Government.

2.1.14. QUALITY ASSURANCE SURVEILLAND PLAN (QASP). The Government’s organized written document specifying the surveillance methodology to be used for surveillance of Contractor performance.

2.1.15. QUALITY CONTROL. All necessary measures taken by the Contractor to assure that the quality of an end product or service shall meet contract requirements.

2.1.16. SUBCONTRACT. Any contract, as defined in FAR Subpart 2.1, entered into by a subcontractor to furnish supplies, or services for performance of a prime contract or a subcontract. It includes but is not limited to purchase orders, and changed and modifications to purchase orders.

2.1.17. SUBCONTRACTOR. Any supplier, distributer, vendor, or firm that furnishes supplies or services to or for a prime contractor or another subcontractor.

2.1.18. WORK DAY. The length of time during a day in which the Contractor provides services, in accordance with the contract. Also referred to as Business Day.

2.1.19. WORK WEEK. Monday through Friday, unless otherwise specified.

2.2. ACRONYMS:

AA&E Ammunition, Arms & Explosives AR Army Regulation ATF Alcohol, Tobacco, Firearms, and Explosives CCTV Closed Circuit Television CDE Collateral Damage Estimates CFR Code of Federal Regulations CMR Contractor Manpower Reporting CONUS Continental United States (excludes Alaska and Hawaii) COR Contracting Officer Representative DA Department of the Army DFARS Defense Federal Acquisition Regulation Supplement DOD Department of Defense EPA Environmental Protection Agency FAR Federal Acquisition Regulation FPCON Force Protection Condition GFM Government Furnished Material GFP Government Furnished Property IDS Intrusion Detection System KO Contracting Officer MOUT Military Operations on Urbanized Terrain MSD Minimum Safe Distances NLT No Later Than OCI Organizational Conflict of Interest OCONUS Outside Continental United States (includes Alaska and Hawaii ODC Other Direct Costs

OSHA Occupational Safety and Health Administration PMS Property Management System POC Point of Contact POI Program of Instruction POP Period of Performance QA Quality Assurance QAP Quality Assurance Program QASP Quality Assurance Surveillance Plan QC Quality Control QCP Quality Control Plan RMBC Regimental Master Breacher Course SOFARS Special Operations Federal Acquisition Regulation Supplement SOW Statement of Work TE Technical Exhibit TTP Techniques, Tactics, and Procedures UFC Unified Facilities Criteria USASOC United States Army Special Operations Command USSOCOM United States Special Operations Command VTC Video Teleconference

PART 3

GOVERNMENT FURNISHED PROPERTY, EQUIPMENT, AND SERVICES

3. GOVERNMENT FURNISHED ITEMS AND SERVICES:

3.1. Services: The Government will provide all required instructors to train all the students in the RMBC.

3.2. Equipment/Materials: The Government will provide concertina wire, metal pickets, and sandbags.

3.3. Ammunitions and Explosives: The Government will provide all munitions necessary for the successful completion of this course. The Government will store all munitions on-site, in a contractor-provided magazine. The Government shall have sole access and key control to the magazine while Government owned munitions are stored within.

PART 4

CONTRACTOR FURNISHED ITEMS AND SERVICES

4. CONTRACTOR FURNISHED ITEMS AND RESPONSIBILITIES:

4.1. General: The Contractor shall furnish all supplies, equipment, facilities and services required to perform work under this contract that are not listed under Part 3 of this SOW.

4.2. Materials/Supplies/Equipment: In addition to the items listed in Attachment K, the Contractor shall provide the following items materials, supplies, and equipment necessary to meet the requirements under this SOW.

a. 2 - Metal stands to hold 4' x 8' sheet of expanded metal. Stand must hold expanded metal vertically and must be able to hold expanded metal securely in place with some type of clamping device. Stand shall be located at the saw training area.

b. 4 - Metal stands to hold 2'x2' steel plate approximately 5' high.

c. 2 - Metal stands to hold 8 rebar sections at one time. Stand shall be a vertical stand and shall hold rebar sections horizontally. Stands must be able to hold two pieces of #3, #4, #6, and #8 Rebar.

Lowest height of rebar shall be no lower than 3', stand shall not be narrower than 12" wide, and rebar shall be no closer than 3" to another section of rebar. One stand shall be at torch training area and one at saw training area.

d. 3 - Steel I-Beams of various sizes and thickness for cutting with thermal torch. 3 beam minimum.

e. 3 - BTI Shotgun Hinge Breaching Doors

f. 2 minimum Mechanical Breaching Doors capable of using hydraulic, pry, and ram breaching tools.

Locking device shall be expendable 1"x2"x8" wood blocks. Can be free standing. (Attachment G)

g. 5 - 300 cubic foot sized oxygen bottles, full.

PART 5

SPECIFIC TASKS

5. SPECIFIC TASKS:

5.1. Training Site Support. The following service requirements shall be provided by the Contractor for the RMBC package:

5.1.1. The Contractor shall provide a training area in which to conduct the course of a size no less than 600 square acres that will capture the entire surface danger zones of charges and munitions to be fired.

5.1.2. The facility used for the training shall be located no more than 100 miles from RSTB 75th Ranger Regiment, 6350 Ashley Avenue - BLDG 2852, Fort Benning, GA 31905.

5.1.3. The facility shall support a storage max Net Explosive Weight of 1600 lbs. and a range max Net Explosive Weight of 200 lbs. The largest single shot explosion required is 200lb NEW (Cratering Shot: 4x 40lbs H6 + 10lbs C4 ea.).

5.1.4. All roads that must be used to transport to classroom and ranges must be passable for a 48 passenger bus and two wheel drive 15 passenger vans during all types of weather and seasons.

5.1.5. Fully resourced and secure classroom to accommodate up to 60 personnel (audio video capabilities easily visible and heard from back of classroom, white boards with brand new markers, lectern, bathrooms, cleaning supplies, etc.). NOTE: Program of Instruction (POI) shall be executed by active duty Army personnel only. The Contractor has no requirement to fulfill any classroom or field instruction. Contractor will not be allowed to be present during any period of instruction, classroom or range. If Contractor has requirement to be present for range operations, they will be allowed to be in the reinforced concrete viewing bunker.

5.1.5.1. Classroom to range facility shall be no more than 500 meters walking distance. Exception will be given to ranges that involve large charges of crater shots and tree shots.

5.1.5.2. Classroom shall be dedicated to the sole use by this course during course execution periods. Class execution shall take ten (10) business days with exception of adverse weather or an unforeseen event for course instruction.

5.1.5.3. The Contractor shall make the site available for use up to three (3) days after course to dispose of left over residue from course. The specific clean up days will be coordinated after the courses to be able to work around Contractor and instructors schedules.

5.1.5.4. The Contractor shall ensure the classroom available one week prior to course for preparation and setup.

5.1.5.5. The Contractor shall provide visual aid blow up of training site for use in classroom.

5.1.6. The Contractor shall provide secure onsite storage for combat and mission specific student equipment and munnitions for up to 60 personnel during each course.

a. 1 - Fully built MOUT Breaching site as outlined in Attachment A

b. MOUT Breaching site shall have a minimum of 4, 20lb ABC Chemical Fire Extinguishers.

1. Extinguishers shall be located at discretion of Instructors.

2. Extinguishers shall have the locking pin in place and tamper seal intact/unbroken.

3. Extinguishers gauges shall be in the green or "charged" area.

4. Extinguishers shall be free of physical damage, corrosion, leakage, and clogged nozzles.

5. Extinguishers shall be replaced as needed during each course.

c. Door hanger rack that will accommodate 24 doors at one time.

d. Wall hanger rack that will accommodate 8 walls at one time at a minimum.

e. Fully covered Field Ammunition Storage Point(s) at training site(s).

f. Field Ammunition Storage Point(s) shall have a minimum of 2, 20lb ABC Chemical Fire Extinguishers.

1. Extinguishers shall have the locking pin in place and tamper seal intact/unbroken.

2. Extinguishers gauges shall be in the green or "charged" area.

3. Extinguishers shall be free of physical damage, corrosion, leakage, and clogged nozzles.

4. Extinguishers shall be replaced as needed during each course.

g. Fully covered build bays co-located by Field Ammunition Storage Point(s). Area must be at least graveled, weed controlled and free of standing water and mud.

1. Build bays shall have 5 double-decker build tables with the top deck of the table having an area of 4'x8'. Minimum top deck height 36" and minimum bottom deck height of 12".

h. Construction and cleanup of training sites prior to, during, and after the course. This is to include daily trash in build bay areas and classroom.

i. On call vehicle extraction if a Government vehicle is stuck or broken on training site.

j. All targets and expendable items shall be set up and/or put together for an onsite inspection by the

Regimental Master Breacher, no later than one working week prior to the start of a course.

k. All walls and brick buildings shall be fully constructed and available for inspection 30 days prior to each course.

l. Contractor shall be able to re-hang breach village in approximately 24 hours to meet course requirements.

m. Contractor shall be able to targetry, vehicles, and fabicated walls around the range, if necessary.

n. The Contractor shall provide access to an ice machine for use during course to fill four 10gal water coolers each day.

5.1.7. The Master Breacher targets and associated items are to be constructed or otherwise provided by the Contractor on a per course basis. All items listed below shall be constructed or provided at the beginning of the contract, and replaced when necessary to fulfill the course needs. Contractor shall provide all necessary equipment to include:

a. Heavy Demolitions area:

1) 12 - Live, hardwood trees for timber cutting (10” - 30” diameter).

2) 2 - Steel I-beams (8’ long x 8"-14” high x 6”-12" wide x 3/8" - 1" thick) securely bolted onto concrete blockers or similar securing apparatus. Beams shall be placed inside/behind a bermed in area.

3) A designated area in which to blow craters (approximately 4 with at least 200 NEW (4x40lbs shape charges followed by the 4x 50lbs cratering shots.) in the ground using earth tampered detonations. It must be clear of trees, on a generally flat area, with the minimum safe distance to viewing bunkers of no less than 600'.

4) A designated area in which to blow a vender built triple strand concertina wire obstacle. It must be clear of trees, on a generally flat area, with the minimum safe distance to the viewing bunkers of no less than 200'. Obstacle shall be 100' wide. (Attachment I)

5) 2 - Target vehicles. Vehicles shall have gas tanks removed, all fluids drained, windows and tires intact.

b. Doors and windows to be installed in 24 Door Hanger area and MOUT Breach Facility (The following item amounts may change in quantity between courses. The COR shall provide the contractor a final request list no later than 60 days from the start of the course. Below are the approximate amounts per course.)

1) Approximately 60 - Light wood doors with all hardware to include dead bolts installed with a combination of 2"x4", 2"x8" pine lumber, and/or 4'x8' expanded metal barricades'. Minimum 3.5" hinge.

2) Approximately 60 - Heavy fire/filled wood doors with all hardware to include dead bolts installed with a combination of 2"x4", 2"x8" pine lumber, and/or 4'x8' expanded metal barricades'. Minimum 4" hinge.

3) 20 - Light metal doors with all hardware to include dead bolts installed with a combination of 2" x 4", 2"x8" pine lumber, and/or 4'x8' expanded metal barricades'. Minimum 3.5" hinge.

4) 20 - Heavy metal doors with all hardware to include, true door frame, dead bolts and hydraulic closing pistons installed with a combination of 2"x4", 2"x8" pine lumber, and/or 4'x8' expanded metal barricades'. Minimum 4" hinge.

5) 12 - Heavy metal “Middle Eastern” type custom fabricated doors built to specifications (specifications available upon request). Minimum 4" hinges, 3 per door. No barricading for this door other than what it is constructed of. (Attachment C)

6) 8 - "Jail Door" type custom fabricated to specifications. (Attachment D)

c. Door Installation Requirements.

1) Examples of barricading methods Attachment B (more detailed of methods are available upon request).

2) All doors shall have a minimum of a door knob w/ locking bolt, deadbolt w/ locking bolt, and 3 hinges per door.

a) If doors are not fitted with door knobs, a door knob shall be attached to the door and a 6" or greater slide bolts shall substitute in same location of where the locking bolt would be located.

b) If doors are not fitted with deadbolts, 6" or greater slide bolts will substitute in same location of where the deadbolt would be installed.

c) Door knobs shall not be attached to door on material other than the material of the actual door.

3) The 24 Door Hangers shall be hung one time, with 24 doors, and with varying barricading. More guidance provided upon award of contract.

4) The MOUT Breach facility shall be hung a total of 3 times, each time having different mixture of types of doors and barricading. The COR will provide the contractor a request list for the MOUT Breach facility no later than 60 days from the start of the course.

5) When hung, all doors shall be locked and keys removed.

6) Doors shall be hung as true as possible.

7) Doors shall have molding around edge of door, so not see past door edge.

8) Top of door shall have a header board installed for door installation.

9) All areas above doors in doorway shall be covered by plywood, so not to see barricading on opposite side.

10) Rail Road Ties shall not be used as support beams for any building or door installations.

d. Wall Breaching Requirements. All walls shall be built by the Contractor at least 45 days prior to start of course to ensure proper curing time and be available to be inspected at 30 days prior to the start of the course. All items listed below shall be constructed or provided per course by the Contractor, or replaced when necessary to fulfill the course needs. Additional information about wall placement in Wall Hanger training area and Breach Village/House area is available upon request. These walls can be used several times over the course of the contract. The Government will inform the contractor at the end of each course on whether target walls need to be replaced before the start of the next course.

1) 1 - 6”x8’x8’ Concrete rebar reinforced wall, placed in Wall Hanger training area

2) 1 - 8”x8’x8’ Concrete rebar reinforced walls, placed in Wall Hanger training area.

3) 1 - 10”x8’x8’ Concrete rebar reinforced wall, placed in Wall Hanger training area.

4) 1 - 12”x8’x8’ Concrete rebar reinforced wall placed in Wall Hanger training area.

5) 5 - 8’x8’ filled cinder block walls.

i. One wall shall be placed in Wall Hanger training area. The other four walls shall be placed two in Breach House area and two in Breach Village area.

ii. Concrete fill shall be standard wall fill concrete.

iii. All filled walls shall have all over spill of wall fill concrete cleaned and removed from the vertical wall surface on both sides of wall.

iv. All mortar lines shall be clean and smooth. Mortar lines shall not have mortar bulging from spaces between bricks.

v. Walls shall have a uniform vertical build.

6) 5 - 8’x8’ unfilled cinder block walls.

i. One wall shall be placed in Wall Hanger training area. The other four walls shall be placed two in Breach House area and two in Breach Village area.

ii. All mortar lines shall be clean and smooth. Mortar lines shall not have mortar bulging from spaces between bricks.

iii. Walls shall have a uniform vertical build.

7) 1 - 8'x8’x24” adobe mud wall.

i. One wall shall be placed in Wall Hanger Training area.

8) 1-8’x8’ earth brick wall.

i. Wall shall be placed in Breach Village Training Area.

9) 3 - 8'x8' double thickness red brick walls.

i. One wall shall be placed in Wall Hanger training area and one wall shall be place in the Breach Village training area.

ii. All mortar lines shall be clean and smooth. Mortar lines shall not have mortar bulging from spaces between bricks.

iii. Walls shall have a uniform vertical build.

10) 3 - 8'x8' triple thickness red brick walls.

i. One wall shall be placed in Wall Hanger training area. One wall shall be placed in Breach Village training area.

ii. All mortar lines shall be clean and smooth. Mortar lines shall not have mortar bulging from spaces between bricks.

iii. Walls shall have a uniform vertical build.

11) 1- Heavy metal “Middle Eastern” type custom fabricated gate built to specifications (specifications available upon request). Minimum 12’x8’ double opening with man door.

i. Gate shall be placed in Breach Village Training area.

e. Explosive target buildings and target bunkers. Two 10’x10’x10’ pre-cast 6000psi concrete reinforced buildings shall be provided at the beginning of the fiscal year. All other items listed below shall be constructed or provided per course by the Contractor, or replaced when necessary due to safety requirements. All brick buildings shall be built by the Contractor at least 30 days prior to start of course to ensure proper curing time and be available to be inspected at that time by the course instructor. These buildings can be used several times over the course of the contract. The Government will inform the contractor at the end of each course on whether explosive target buildings need to be replaced before the start of the next course.

1) 2 - 10’x10’x10’ Pre-cast 6000psi Concrete reinforced building.

i. Walls and roof shall be minimum 8" thick.

ii. 1 open doorway in front with vented roof.

iii. Base of structure must have at least 3' of dirt against the outside of the structure tapering down and away.

iv. Doorway must be clear of all obstructions used during casting of structure.

v. Roof shall be vented in manner to vent overpressure from the structure.

vi. If the roof is a separate piece, the roof shall be built in a manner that the roof shall not "walk" off the top of the structure.

2) 1 - 10'x10'x8’ earth-block building, with single open doorway, with wooden plywood roof covered with single layer of filled sandbags.

3) 1 - 10’x10'x8' unfilled cinder block building with single open doorway, with wooden plywood roof covered with single layer of filled sandbags.

4) 2 - 10'x10'x3' wood stud framed sheeted with 3/4"Plywood sandbag bunkers. Roof shall be reinforced with 2"x4" (or greater) diagonal bracing from each stud to the ceiling of the bunker. Roof needs to be able to hold approx. 1500-2000 lbs. A door shall be cut in one side (approximately 2.5'x2.5') and shall have a 2' deep tunnel off of door opening. Wood structure shall be set no more than 1' into the ground. Both bunkers shall be covered with 12"-18" of dirt slowly tapering off at the sides.

One bunker shall be covered with sand bags single layer thick on top of the dirt covering the (approximately 800-1000 sandbags, bags shall be filled with sand). Bunkers shall be built so to prevent water from filling the bunker.

f. Roof Breaching Requirements. All items listed below shall be constructed or provided per course by the Contractor, or replaced when necessary to fulfill the course needs. Additional information about roof breaching requirements is available upon request. See Attachment H for example.

1) 1 - 9'x10'x4" concrete rebar reinforced slab.

i. Slab is to be suspended as a flat surface at least 8' off the ground.

ii. Slab shall be supported on a structure and set in a way to prevent slab from "walking" off the support structure.

iii. Slab shall be supported in a manner to prevent the slab from breaking in half.

g. Protective cover for students. All items listed below shall be constructed and provided per course by the

Contractor, or replaced when necessary to fulfill the course needs.

1) Reinforced concrete bunker(s) with ballistic viewing panes to hold up to 60 personnel with combat equipment.

i. The concrete bunker(s) shall be able to view wall hangers, 10'x10'x3' earth and sandbag bunkers, triple strand concertina wire obstacle, improvised demolitions area, steel demolitions area, 10'x10'x10' precast concrete bunkers, 10'x10'x8' earth-block building, and 10'x10'x8' unfilled cinder block building.

2) 2 - Overhead and three-sided reinforced concrete bunkers, enough for 6 personnel with kit to fit into.

i. Size shall be approximately 6' wide, 5' tall, and 3' deep. Open side shall be on a 6' width side.

ii. Bunkers shall be covered in a minimum of 12" of soil or sandbags on top of bunkers.

iii. Sides shall be covered in soil or sandbags tapering down from the top with soil or sandbags.

iv. Bunkers shall be placed offset 45 degrees from open doorway of 10' x 10' x 8’ earth-block building, with wooden sand bagged roof and open doorway of 10’ x 10' x 8' unfilled cinder block building with wooden sand bagged roof.

h. Shoulder Fired Range and Target Materials. All items listed below shall be constructed or provided per course by the Contractor, or replaced when necessary to fulfill the course needs.

1) Range shall be 300m long with 4' high berm at the firing line on flat range for personnel to take cover behind.

2) 4' high berm at firing line shall have 2 concrete barriers in center of berm separated approx. 4' in the center to allow passage between barriers. Concrete barriers shall be approx. 3' high, 1'thick and 6' wide. Berm shall taper down to top edge of barrier on berm side of barriers. For reference see Attachment E.

3) Range shall have distance markers of 25m increments, from 25m to 300m.

4) Range shall be flat with all target material viewable from firing line while kneeling behind concrete barriers.

5) 1 – Target vehicle. Car, four door, with gas tank removed, all fluids drained, windows and tires intact.

6) 1 – Target vehicle. Cargo van or large SUV with gas tank removed, all fluids drained, windows and tires intact.

7) 1 - 10’x10'x8' unfilled cinder block building, 1 doorway with solid wood door installed, with wooden plywood roof covered with single layer of filled sandbags. Structure shall be built by Contractor at least 30 days prior to start of course to ensure proper curing time and be available to be inspected at that time.

8) 1 - 10’x10'x8' solid red brick building. 1 doorway with solid wood door installed, with wooden plywood roof covered with single layer of filled sandbags. Structure shall be built by Contractor at least 30 days prior to start of course to ensure proper curing time and be available to be inspected at that time

9) 2 - 3’x7'x½” steel plates with stands to hold upright attached to heavy metal doors.

10) Range shall be mowed prior to use during course and shall free of standing water and mud

11) More detailed instructions of range setup and target layout is available upon request.

5.2. Storage Support.

5.2.1. Ammunition Storage Requirements: The Contractor shall provide a Government approved Ammunition Storage Point for high explosives.

a. The Contractor may be required to receive AA&E via commercial shipment on their license.

b. The Contractor shall share key control for AA&E with course instructors for duration of storage requirements.

c. The Contractor shall provide qualified and trained personnel that have an active ATF Permit with access to

AA&E. The Contractor shall also provide a list to the Government within 10 days of contract award of those personnel cleared to access the AA&E.

d. The Contractor shall provide four separate GSA approved Class 2 Security Containers with the following:

1. 1 storing Explosives Class 1.4B approximately 12 lbs. NEW. Interior dimension must provide adequate storage space of approximately 6' wide, 12' long and 6' tall or equivalent dimension.

2. 1 storing Explosives Class 1.1D approximately 1,450 lbs. NEW. Interior dimension must provide adequate storage space of approximately 6' wide, 12' long and 6' tall or equivalent dimension.

3. 1 storing Explosives Class 1.1F approximately 54 lbs. NEW. Interior dimension must provide adequate storage space of approximately 3' wide, 3' long and 6' tall or equivalent dimension.

4. 1 Arms Vault for storing up to 60 weapons and 60 night vision devices.

If a security breach occurs, the Contractor shall inform the Security Manager and COR all recoveries of missing weapons within thirty minutes of discovery.

5.2.2. AA&E Magazine Requirements: The Contractor shall provide on-site Arms Storage.

a. Explosive magazines will be in accordance with 27 CFR, Part 555, Subpart K, Class 2 Security Container.

b. Arms storage shall be in accordance with DoD Manual Number 5100.76, dated April 17, 2012.

c. Storage structures shall be secured with high-security padlocks (Federal Specification FF-P-2827) and hasps (Military Detail Specification MIL-DTL-29181).

d. Each magazine will be double grounded.

5.2.3. Intrusion Detection System (IDS): For all on-site storage facilities and structures, the Contractor shall ensure that each is protected by IDS.

a. All facilities without operational IDS shall have armed guards posted 24 hours a day to maintain constant, unobstructed observation of the storage structures, prevent any unauthorized access to the protected structures, and make known any unauthorized access to the structures.

b. For areas with IDS, an individual from the Contractor shall randomly check all alarmed structures at least once daily during non-duty hours.

c. The IDS shall consist of an interior point sensor of a balanced magnetic switch on doors and other accessible openings of the structure.

d. An interior volumetric sensor shall be in each storage compartment of each structure.

e. All alarm signals shall annunciate at a central control or monitoring station from which an armed police or security response force can be dispatched directly. Such station may be either a commercial central station listed with Underwriters Laboratories (UL), an AA&E contractor proprietary station, a local law enforcement monitoring station, or Government Contract Monitoring Station.

f. The response force shall respond within 15 minutes after receipt of an alarm signal. The Contractor shall notify the Government immediately upon alarm signal.

g. Reference: Unified Facilities Criteria (UFC) Security Engineering Electronic Security Systems: 4-021- 02NF (27 September, 2006, change one 23 October, 2006). DoD Manual 5100.77, April 17, 2012.

5.2.4. Security Checks: The Contractor shall perform security checks on all storage facilities and structures.

a. Storage facilities and structures shall be checked periodically as dictated by any threat and by the vulnerability of the facility.

b. Checks shall be conducted on an irregular basis during non-duty hours.

c. For facilities protected by operational IDS, the intervals between checks shall be once every 24 hours. For facilities without operational IDS, the intervals between checks shall be hourly for Category I and once every 2 hours for Category II facilities.

5.2.5. Fencing: The Contractor shall provide area fencing for all storage facilities and structures.

a. Fence fabric shall be chain link, i.e., galvanized, aluminized, or plastic-coated woven steel, 2-inch square mesh made from 9-gauge diameter wire, excluding coating that meets Federal Specification RR-F-191K.

b. Posts, bracings, and other structural members shall be located on the inside of the fence fabric. Galvanized or aluminized steel wire ties equal in gauge to fence fabric shall be used to secure the fence fabric to posts and other structural members.

c. Fence shall have a top guard. The top guard shall be facing outward and upward at an angle of 45 degrees.

Three or four strands of barbed wire spaced six inches apart are used, but the length of the supporting arms and the number of strands can be increased when required. The supporting arms should be affixed to the top of the fence posts and be of sufficient height to increase the overall height of the fence at least one foot.

d. The minimum height of the fence fabric shall be 6 feet excluding top guard/outrigger.

e. The bottom of the fence fabric shall extend to within 2 inches of firm ground. Surfaces shall be stabilized in areas where loose sand, shifting soils, or surface waters may cause erosion and thereby assist an intruder in penetrating the area. Where surface stabilization is not possible, or is impracticable, concrete curbs, sills, or other similar type anchoring devices, extending below ground level shall be used.

f. If a facilities storage areas have adequate perimeter fencing, it is not required to fence the inner (actual) storage area if the entrance(s) to the storage area is (are) protected by an IDS integrated with Closed-Circuit television (CCTV) monitoring.

g. The fence shall have a minimum number of vehicular and pedestrian gates, consistent with the operational requirements. These gates shall be structurally comparable, provide penetration resistance equivalent to the adjacent fence, and be designed so that the traffic through them shall be under the positive control of the security force. Unless manned 24 hours a day, gates shall be provided with a minimum 3/8" hardened chain with minimum 3/8" shackle lock, and clear dimensions of 1.25 inches (31.75 mm) vertically and 1.25 inches (31.75 mm) horizontally approved chain (Federal Specification RR-C-271D) and approved field service lock (Federal Specification FF-P-2827). Hinge pins shall be penned, welded, or otherwise secured to prevent removal.

h. Drainage structures and water passages penetrating the barrier shall be barred to provide penetration resistance equivalent to the fence itself. Openings to the drainage structures having a cross-sectional area greater than 96 square inches and a smallest dimension greater than 6 inches shall be protected by securely fastened welded bar grills. As an alternative, drainage structures may be constructed of multiple pipes, each pipe having a diameter of 10 inches or less, joined to each other and to the drainage culvert. Multiple pipes of this diameter may also be placed and secured in the in-flow end of the drainage culvert to prevent intrusion into the area.

i. Clear zones shall extend at a minimum of 12 feet on the outside and 30 feet on the inside of the perimeter fence, (or to the maximum extent within available land space if minimum requirements cannot be met).

Clear zones for Categories I through IV AA&E shall be free of all obstacles, topographical features, and vegetation exceeding 8 inches in height which reduce the effectiveness of the physical barrier, impede observation, or provide cover and concealment of an intruder.

j. Perimeter light poles, fire hydrants, steam pipes, or other similar objects; barricades for explosives safety purposes; and entry control buildings within the clear zone that represent no aid to circumvent the perimeter barrier or do not provide…