SCVS DesignBuild PWS Final.pdf

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Structural Collapse Venue Site (SCVS) / "Rubble Pile"
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PERFORMANCE WORK STATEMENT (PWS) FOR

ND Structural Collapse Venue Site (SCVS) Training Year 2020 Short Title: ND SCVS Build

Services

1.0 General: This is a non-personal services acquisition to provide the North Dakota National Guard with contractor support to provide the design and installation of a Structural Collapse Venue Site (SCVS), also known as a “Rubble Pile”. Additionally, an option for required Site Preparation (Option 1) will be included to be considered during the evaluation process after the closing of the solicitation period. The government reserves the right to exercise, or to not exercise this option.

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.

1.1 Scope: The contractor shall provide all personnel, equipment, tools, materials, supervision, and quality control necessary, except as specified in Paragraph 3.0 as Government Furnished, to perform construction of a state of the art training venue, as defined in this PWS.

1.2 Background: The NGB-J3/7 provides the Chief, National Guard Bureau (CNGB) with subject matter expertise on joint doctrine, training, education, and exercises to ensure a trained and balanced National Guard force ready to support any mission of the several States or the Combatant Commander. The NGB-J3/7 ensures these functions are integrated and complementary where appropriate. CNGB has tasked NGB-J3/7 to develop and support regional training and exercise activities aimed at enhancing domestic contingency readiness.

1.3 Period of Performance (PoP): All services, to include design and installation, are required to be completed Not Later Than 15 July 2020.

1.4 General Information:

1.4.1 Quality Control (QC): The contractor shall develop and maintain an effective QC Plan (QCP) to ensure services are performed in accordance with this PWS. The contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The contractor’s QCP is the means by which it assures itself that its work complies with the requirements of the contract. As a minimum, the contractor shall develop QC procedures that address the areas identified in Technical Exhibit 1, Performance Requirements Summary (PRS). A final QCP shall be submitted to the Contracting Officer Representative (COR) NLT 10 days after contract award. After acceptance of the QCP, the contractor shall obtain the Contracting Officer’s (KO’s) acceptance in writing of any proposed changes to its QCP.

1.4.2 Quality Assurance (QA): The Government 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 Government will 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 acceptable quality level(s) or defect rate(s).

1.4.3 Recognized Holidays: The following are recognized United States (US) holidays. The contractor shall not perform services on these days:

1.4.3.1 New Year’s Day: January 1st

1.4.3.2 Martin Luther King, Jr.’s Birthday

1.4.3.3 President’s Day

1.4.3.4 Memorial Day

1.4.3.5 Independence Day: July 4th

1.4.3.6 Labor Day

1.4.3.7 Columbus Day

1.4.3.8 Veteran’s Day: November 11th

1.4.3.9 Thanksgiving Day

1.4.3.10 Christmas Day: December 25th

1.4.4 Place and Performance of Services:

1.4.4.1 The contractor shall provide services between the hours of 0600 – 2000, Monday thru Friday. However, contractor may perform on Saturday and Sunday if deemed necessary except on recognized US holidays or when the Government facility / installation is closed due to local or national emergencies, administrative closings, or similar Government-directed facility/installation closings. Performance shall be at the 119th Regional Training Site (See Technical Exhibit 5). The contractor shall at all times maintain an adequate work force for the uninterrupted performance of all tasks defined within this PWS when the Government facility/installation is not closed for the above reasons. When hiring personnel, the contractor shall keep in mind that the stability and continuity of the work force are essential. Telework is authorized.

1.4.4.2 Telework: The Government may permit telework by contractor employees when determined to be in the best interest of the Government in meeting work requirements. In furtherance of Continuity of Operations Planning (COOP), a telework program may be enacted to ensure that the Government's mission- critical operations stay operational during times of national emergency or incidents of national significance.

Telework shall be at no additional cost to the Government.

1.4.4.3 Unscheduled gate closures by the Security Police may occur at any time causing all personnel entering or exiting a closed installation to experience a delay. This cannot be predicted or prevented. Contractors are not compensated for unexpected closures or delays. Vehicles operated by contractor personnel are subject to search pursuant to applicable regulations. Any moving violation of any applicable motor vehicle regulation may result in the termination of the contractor employee’s installation driving privileges.

1.4.4.4 The contractor’s employees shall become familiar with and obey the regulations of the installation; including fire, traffic, safety and security regulations while on the installation. Contractor employees should only enter restricted areas when required to do so and only upon prior approval. All contractor employees shall carry proper identification with them at all times, and shall be subject to such checks as may be deemed necessary. The contractor shall ensure compliance with all regulations and orders of the installation which may affect performance. The Government reserves the right to direct the removal of an employee for misconduct, security reasons, or any overt evidence of communicable disease. Removal of contractor employees for reasons stated above does not relieve the Contractor from responsibility for total performance of this contract.

1.4.5 Security Requirements:

1.4.5.1 The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the COR. The contractor and all associated subcontractor employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by Department of Defense (DoD), Headquarters Department of Army (HQDA) and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

1.4.5.2 For contractors that do not require a CAC, but require access to a DoD facility or installation: Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), and applicable installation, facility and area commander installation/facility access, and local security policies and procedures (provided by a government representative).

1.4.5.3 Communications Security/Information Technology (COMSEC/IT) Security. All communications with DoD organizations are subject to COMSEC review. All telephone communications networks are continually subject to intercept by unfriendly intelligence organizations. DoD has authorized the military departments to conduct COMSEC monitoring and recording of telephone calls originating from, or terminating at, DoD organizations. Therefore, the contractor is advised that any time contractor personnel place or receive a call they are subject to COMSEC procedures. The contractor shall ensure wide and frequent dissemination of the above information to all employees dealing with DoD information. The contractor shall abide by all Government regulations concerning the authorized use of the Government's computer network, including the restriction against using the network to recruit Government personnel or advertise job openings.

1.4.5.4 Protection of Personally Identifiable Information (PII). The contractor shall protect all PII encountered in the performance of services in accordance with Defense Federal Acquisition Regulation Supplement (DFARS) 224.103 Personally Identifiable Information and Department of Defense Directive (DoDD) 5400.11, Department of

Defense Privacy Program, and DoD 5400.11-R. If a PII breach results from the contractor’s violation of the aforementioned policies, the contractor shall bear all notification costs, call-center support costs, and credit monitoring service costs for all individuals whose PII has been compromised.

1.4.6 Physical Security. The contractor shall safeguard all Government property provided for contractor use. At the close of each work period, Government facilities, equipment and materials shall be secured.

1.4.7 Post Award Conference/Periodic Progress Meetings: The contractor agrees to attend any post award conference, or teleconference, convened by the KO in accordance with FAR Subpart 42.5. The Contracting Officer (KO), COR and other Government personnel, as appropriate, may meet periodically with the contractor to review the contactor’s performance. At these meetings, the KO will apprise the contractor of how the Government views the contractor’s performance and the contractor shall apprise the Government of problems, if any, being experienced. The contractor shall resolve outstanding issues raised by the Government. Contractor attendance at these meetings shall be at no additional cost to the Government.

1.4.8 Contract Manager (CM): The contactor shall designate a CM who shall ensure performance under this contract. The name of this person, and an alternate who shall act for the contractor when the CM is absent, shall be designated in writing to the KO. The CM or alternate shall have full authority to act for the contractor on all contract matters relating to daily operation of this contract. The CM shall work through the COR to resolve issues, receive technical instructions, and ensure adequate performance of services. The CM shall ensure that contractor employees do not perform any services outside the scope of the contract without an official modification issued by the KO. The CM shall ensure contractor employees understand that services performed outside the scope of the contract are performed wholly at the expense of the contractor.

1.4.9 Identification of Contractor Employees: All contractor personnel attending meetings, answering Government telephones and working in other situations where their contractor status is not obvious to third parties are required to identify themselves as such to avoid creating an impression that they are Government employees. The contractor shall ensure that all documents or reports produced by contractor personnel are suitably marked as contractor products or that contractor participation is appropriately disclosed. The contractor’s status as a “contractor” shall be predominantly displayed in all correspondence types (to include signature blocks on e- mail) and dealings with Government or non- Government entities. Contractor personnel shall wear identification badges distinguishing themselves as such. The badges shall have the company name, employee name and the word “contractor” displayed. The contractor shall retrieve all identification media (including vehicle passes) from its employees who depart employment for any reason. The contractor shall return all identification media (i.e., badges and vehicles passes) to the COR within 14 days of an employee’s departure.

1.4.10 Combating Trafficking in Persons: The United States Government has adopted a zero tolerance policy regarding trafficking in persons. Contractors and contractor employees shall not engage in severe forms of trafficking in persons during the period of performance of the contract; procure commercial sex acts during the period of performance of the contract; or use forced labor in the performance of the contract. The Contractor shall notify its employees of the United States Government’s zero tolerance policy, the actions that will be taken against employees for violations of this policy. The contractor shall take appropriate action, up to and including termination, against employees or subcontractors that violate the US Government policy as described at FAR 22.17.

1.4.11 Organizational Conflicts of Interest (OCI): The contractor and subcontractor personnel performing services under this contract may receive, have access to or participate in the development of proprietary or source selection information (e.g., cost or pricing information, budget information or analyses, specifications or work statements, etc.) or perform evaluation services which may create a current or subsequent OCIs, as defined in FAR Subpart 9.5. The contractor shall notify the KO 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 KO to avoid or mitigate any such OCI. The contractor’s mitigation plan will be determined to be acceptable solely at the discretion of the KO. In the event the KO unilaterally determines that any such OCI cannot be satisfactorily avoided or mitigated, the KO may impose 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.

2.0 Definitions and Acronyms:

2.1 Definitions:

2.1.1 Breaching And Breaking: The most dangerous skill to perform in a collapse condition as it is the most likely to initiate, by battering a broken building, a secondary collapse. - Typically: jack hammering on concrete to make a hole to make entry; to break down an object. - Atypically: to as carefully as possible widen any existing opening to allow responders and victims entrapment access.

2.1.2 Confined Space: A space that is large enough and so configured that an employee can bodily enter and perform assigned work; has limited or restricted means for entry or exit (for example, tanks, vessels, silos, storage bins, hoppers, vaults, and pits); and is not designed for continuous employee occupancy. - Typically: Confined Space Entry. All the training required is to ensure clean air is inside a confined space.

The removal of victims in a "permitted space" is what most training covers. -Atypically: In a collapse there is no permit, no attendant or anyway to follow the prescribed typical guidelines

2.1.3 Contractor: A supplier or vendor awarded a contract to provide specific supplies or service to the government. The term used in this contract refers to the prime.

2.1.4 Contracting Officer (KO): A person with authority to enter into, administer, and or terminate contracts, and make related determinations and findings on behalf of the government. Note: The only individual who can legally bind the government.

2.1.5 Contracting Officer Representative (COR): An employee of the U.S. Government designated by the KO to monitor contractor performance. Such appointment will be in writing and will 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.

2.1.6 Defective Service: A service output that does not meet the standard of performance associated with the PWS.

2.1.7 Deliverable: Anything that can be physically delivered and includes non-manufactured things such as meeting minutes or reports.

2.1.8 Government-Furnished Property (GFP) Or Government Property (GP):

Property in the possession of, or directly acquired by, the Government and subsequently made available to the Contractor.

2.1.9 Key Personnel: Contractor personnel that are evaluated in a source selection process and that may be required to be used in the performance of a contract by the PWS.

When key personnel are used as an evaluation factor in best value procurement, an offer can be rejected if it does not have a firm commitment from the persons that are listed in the proposal.

2.1.10 Lifting And Hauling: The term "hauling” implies that rigging equipment is used to move a heavy object. - Typically: to move a heavy object with technology- Atypically: to use what is in the surrounding area without returning to a cache for technology.

2.1.11 Physical Security: Actions that prevent the loss or damage of Government property.

2.1.12 Quality Assurance: The government procedures to verify that services being performed by the Contractor are performed according to acceptable standards.

2.1.13 Quality Assurance Surveillance Plan (QASP): An organized written document specifying the surveillance methodology to be used for surveillance of contractor performance.

2.1.14 Quality Control: All necessary measures taken by the Contractor to ensure that the quality of an end product or service shall meet contract requirements.

2.1.15 Ropes: Ropes in a high angle situation is the least used skill in all emergency services. Typically: high angle skills are used the least and can be used in unique situations- Atypically: low angle are used more often and should be used in problem solving to a greater extent.

2.1.16 Rubble Pile: Informal term for Structural Collapse Venue Site

2.1.17 Shoring: The goal of shoring is to stabilize the object that is causing an unacceptable risk to extractors. Stabilizing can be accomplished by other means such as tying back and cribbing; both are faster than shoring and require fewer materials. - Typically: use lumber to erect two shores an hour to stabilize a structure prominently or at least a long-term period - Atypically: stabilize the structure or object to an acceptable point to search and extract, with the materials in the area as much as possible and practical.

2.1.18 Structural Collapse Simulator (SCS): A structure, tunnel or collapsed building, use to simulate a normal structure in a collapsed state either due to a natural disaster or a domestic terrorism event.

2.1.19 Structural Collapse Venue Site (SVCS): A physical location, as in a training area. A site where there is one or more structures to simulate the collapsed state of buildings due to a natural disaster or a domestic terrorism event. SCVS is typically constructed of substantial material such as sea containers, concrete slabs, concrete tubes, and a multitude of concrete debris to simulate the collapse of a structure.

2.1.20 Subcontractor: One that enters into a contract with a prime contractor. The Government does not have privity of contract with the subcontractor.

2.1.21 Work Day: The number of hours per day the Contractor provides services in accordance with the contract.

2.1.22 Work Week: Monday through Friday, unless specified otherwise. See paragraph 1.4.4.1

2.2 Acronyms:

AAR After Action Report AC Area Commander AEI Army Enterprise Info Structure AFARS Army Federal Acquisition Regulation Supplement ANG Army National Guard AR Army Regulation ATCTS Army Training Certification Tracking System AUP Acceptable Use Policy BBP Better Business Practice CDM Concept Development Meeting CERFP CBRNE Enhanced Response Force Packages CBRN Chemical Biological Radiological Nuclear CCIRs Commander’s Critical Information Requirements CCE Contracting Center of Excellence CFR Code of Federal Regulations CM Contract Manager CNGB Chief National Guard Bureau

COMSEC Communications Security CONUS Continental United States (excludes Alaska and Hawaii) COR Contracting Officer Representative COTR Contracting Officer's Technical Representative COTS Commercial-Off-the-Shelf CPX Command Post Exercise CRTC Combat Readiness Training Center CST Civil Support Team CUI Controlled Unclassified Information DA Department of the Army DC Displaced Civilians DHS Department of Homeland Security DD250 Department of Defense Form 250 (Receiving Report) DD254 Department of Defense Contract Security Requirement List DFARS Defense Federal Acquisition Regulation Supplement DMDC Defense Manpower Data Center DOD Department of Defense DSCA Domestic Support to Civil Authorities EMAC Emergency Management Assistance Compact EMI Emergency Management Initiative ENDEX End Exercise EXCON Exercise Control FAR Federal Acquisition Regulation FEMA Federal Emergency Management Agency FPCON Force Protection Condition FPM Final Planning Meeting FSRT Fatality Search & Recovery Team FTE Full Time Equivalent FTX Field Training Exercise HIPAA Health Insurance Portability and Accountability Act of 1996 HQDA Headquarter Department of Army HRF Homeland Response Force HSEEP Homeland Security Exercise & Evaluation Program IA Information Assurance IAPS Incident Action Planning Support IC Incident Commander ICS Incident Command System IMT Incident Management Team IPM Initial Planning Meeting IT Information Technology JELC Joint Event Life Cycle JET Joint Enabling Team JFHQ Joint Forces Headquarters JISCC Joint Incident Site Communications Capability JITEC Joint Interagency Training and Education Center JLLIS Joint Lessons Learned Information System JMETs Joint Mission Essential Tasks JOC Joint Operations Center

JTR Joint Travel Regulation JTS Joint Training System JTF Joint Task Force JTIMS Joint Training Information Management System KO Contracting Officer LNO Liaison Officer MOA Memorandum of Agreement MPM Mid Planning Meeting MSR Monthly Status Report NACI National Agency Check Inquires NGB National Guard Bureau NGRF National Guard Reaction Force NIMS National Incident Management System NLT Not Later Than OCI Organizational Conflict of Interest OCONUS Outside Continental United States (includes Alaska and Hawaii) OCT Observer Controller Trainer ODC Other Direct Costs OPSEC Operations Security PCO Procuring Contracting Officer PII Protection of Personally Identifiable Information PIPO Phase In/Phase Out POC Point of Contact PRS Performance Requirements Summary PWS Performance Work Statement QA Quality Assurance QAP Quality Assurance Program QASP Quality Assurance Surveillance Plan QC Quality Control QCP Quality Control Program RTS Readiness Training Site SFE Special Focus Exercise SME Subject Matter Experts S&R Search & Rescue STARTEX Start Exercise TAR Travel Authorization Request TE Technical Exhibit TTX Table Top Exercise WWAF-RA Wide Area Workflow-Receipt and Acceptance

3.0 Government Furnished Property, Material, Equipment and Services (GFP/M/E/S): The Government will provide the property, material, equipment, and/or services listed below solely for the purpose of performance under this contract:

3.1 Property: The Government will furnish the necessary workspace for the contractor to perform services outlined in this PWS.

3.2 Materials: The Government will not provide any materials associated with the performance of this contract.

3.3 Equipment: The Government will not provide any equipment associated with the performance of this contract.

3.4 Facilities: The Contractor will be provided an area of land on RTS to pre-stage equipment.

See Technical Exhibit 5.

3.5 Services: The Government will not provide any services associated with the performance of this contract.

3.6 Utilities: The government will not provide any utilities in associated with the performance of this contract. Contract employees may utilize water buffalos, latrines and hand washing stations in the area of performance, if available.

3.7 Unscheduled Gate Closures: Unscheduled gate closures by the Security Police may occur at any time causing all personnel entering or exiting a closed installation to experience a delay. This cannot be predicted or prevented. Labor hour and Time & Materials employees are not compensated for unexpected closures or delays. Vehicles operated by contractor personnel are subject to search pursuant to applicable regulations. The award of this task order does not create a right for any individual contractor employee to have access to any installation. Any moving violation of any applicable regulation may result in the termination of the contractor employee’s installation driving privileges.

3.8 Regulations: The contractor, its employees, and subcontractors shall become familiar with and obey the regulations of the installation; including fire, traffic, safety and security regulations while on the installation. Contractor employees should only enter restricted areas when required to do so and only upon prior approval. All contractor employees and subcontractors shall carry proper identification with them at all times. The contractor shall be responsible for compliance with all regulations and orders of the installation; respecting identification of employees, movements on installation, parking, truck entry, and all other installation regulations, which may affect the work.

4.0 Contractor Furnished Property, Materials, and Equipment (CFP/M/E):

4.1 General: Except for those items specifically stated to be Government-Furnished in Paragraph 3.0, the contractor shall furnish everything required to perform these services as indicated in Paragraph 1.1.

4.2 Materials: The Contractor shall provide all materials to support SCVS staging, including but not limited to; locating, acquiring, and transporting all building materials to the site.

4.3 Equipment: The Contractor shall provide all equipment necessary to ensure total project support of SCVS placement.

4.4 Safety Considerations: The Contractor is responsible for the safety of their employees throughout the period of performance.

5.0 Requirements: The contractor shall:

5.1 General: The Contractor shall provide the design and installation of a Structural Collapse Venue Site (SCVS), also known as a “Rubble Pile”. Additionally, an option for required Site Preparation (Option 1) will be included to be considered during the evaluation process after the closing of the solicitation period. The government reserves the right to exercise, or to not exercise this option. If the government elects to not exercise Option 1 for Site Preparation, the contractor in receipt of contract award shall coordinate with the COR to ensure adequate site preparations are completed prior to the installation of the SCVS. The contractor shall perform the performance requirements below in accordance with the performance standard and acceptable quality level (See Technical Exhibit 1). Personnel assigned to this task shall possess the skills and expertise necessary to perform assigned tasks associated with this contract.

5.2 Program Management: The contractor shall provide materials and services to manage the accomplishment of the tasks in this Performance Work Statement throughout the period of performance of the contract.

5.3 Contractor’s Progress, Status, and Management Report: The Contractor’s Progress Status must be monitored weekly. Contractor shall submit Weekly Status Report by 1600 hours on the final duty day of each week during contract performance.

5.4 Conduct Structure Collapse Venue Site (SCVS) Surveys: The contractor shall perform a site survey for the SCVS. This task includes, but is not limited to the following:

5.4.1 Area must be cleared of brush and overgrown vegetation.

5.4.2 Area must be as near to flat as possible, hardened with good drainage.

5.4.3 Area must be able to hold heavy equipment to support debris prep and removal.

5.4.4 Access roads must be hardened to ensure that it will accommodate peak training traffic.

See Technical Exhibit 7, Views 1 and 2.

5.4.5 End state of work performance shall resemble the structure depicted in Technical Exhibit 7. Technical Exhibit 7 is provided to portray a similar or “like” end product desired.

5.5 Develop and Deploy SCVS for 119th Civil Engineering Squadron (CES). Contractor shall engineer and assemble the structure collapse venue that will provide the North Dakota Air National Guard with realistic scenario platform. The SCVS shall be designed based upon, but not limited to, Technical Exhibit 7 “Conceptual Design & Potential Materials List”. The SCVS (including a “re-supply” area and perimeter road) will not exceed 40,000 square feet in total area.

Required re-supply area is identified in paragraph 5.6.7.

5.5.1 Location: 119th RTS 1400 32nd Ave N. Fargo, ND 58102. See Technical Exhibit 5.

5.5.2 Site Description: Open Field with low lying wild grass requiring leveling

5.6 Acceptable Quality Level:

5.6.1 Must create the appearance of a "real world” collapsed structure, allowing Units to develop experience and expertise in real disasters.

5.6.2 The SCVS must be an adequate size and complexity to allow multiple training venues to be used simultaneously and meet industry, state and local safety standards.

5.6.3 The SCVS will contain general debris containing rubble (estimated 150-200 tons). See Technical Exhibit 6, View 2. If Wood is to be used within Rubble, wood shall be suitable for use in shorting and shall be free of all nails and other protruding objects (bolts, rebar, etc.)

that would cause undue safety risks.

5.6.4 The contractor is responsible for construction safety of the SCVS. Contractor is responsible for locating, acquiring and transporting all construction material to be used on the SCVS. Contractor is responsible for loading and transporting materials to the designated SCVS location.

5.6.5 Contractor must be prepared to complete Site Preparation, to including clearing needed land and hardening for use, prior to installation of SCVS. Site Preparation shall be included as an “Option”.

5.6.6 Structure collapse site must be as near to flat as possible, hardened with good drainage. Road construction material and gravel will be used to ensure approach roads to SCVS can handle exercise traffic. Perimeter road will be min of 25ft wide with drainage. This road will encompass the combined SCVS training area and Rubble Re-Supply Area.

Contractor shall provide materials required. See Technical Exhibit 7, Views 1 and 2.

5.6.7 Must have SCVS Re-Supply Area with a minimum footprint of 2,500 square feet near collapse site. It will need to hold replacement materials used to re-supply the SCVS of usable training aids. Contractor shall ensure that the re-supply area is prepared in a manner that will hold re-supply debris without sinking, thus making the props unstable or extremely difficult to move.

5.6.8 The main venue is a collapsed light structure building. Use of pre-made materials such as steel storage containers is encouraged for high angle and confine space props with concrete tubes for confined space and beaching/breaking operations. Props engineered for use by the contractor must adhere to the NFPA 1402 – Standard on Facilities for Fire Training and Associated Props. The SCVS will create the appearance of a “real world” collapse structure, allowing training units to develop experience and expertise in real disasters.

5.6.9 Upon completion of the SCVS, training lanes will be left with material available for no less than three resets each.

5.7 Provide Search & Extraction (S&E) re-settable lanes in the SCVS: (Refer to NFPA 1402 Chapter 11 Technical Rescue Training Props.)

5.7.1 Lifting and Hauling prop shall possess a minimum footprint of 40ft wide by 75ft long with tactical rock or firm gravel to provide firm footing.

5.7.2 Shoring prop with a minimum footprint of wall surface 12ft tall by 45ft long, such as a building one or two stories high with smooth surfaces, windows and doors.

5.7.3 Confined Space prop shall possess a minimum footprint of 3.5 ft tall (inside) by 40ft long. Site for this prop must have firm footing for maneuvering and spot shoring. A minimum of three training lanes shall be provided; all training lanes shall be outside of any steel storage containers located within the SCVS. (exterior).

5.7.4 Rope prop shall have a minimum footprint of 20ft long with height between 34ft (min) – 42ft (max). Site must have tactical rock or firm gravel to land on and belay from. There shall be multiple anchor points – including a “bomb proof” anchor point at the top of the structure and anchor points where required. Refer to Technical Exhibit 7, Views 1-6 for pictorial description.

5.7.5 Breaching and Breaking prop with a minimum footprint of 60ft wide by 60ft long shall be provided with heavy debris to break precisely as directed. Site must have tactical rock or firm gravel and must have good drainage. A minimum of five training lanes shall be provided; all training lanes shall be outside of any steel storage containers located within the SCVS.

(exterior).

5.8 Provide a re-settable prop for individual and small team training on breaching and breaking techniques attached to the rubble pile. Provide Breaching and Breaking re-set material for no less than three resets. See Technical Exhibit 6, View 4.

5.9 All debris and props associated with the construction of the SCVS will remain at the site upon training completion.

5.10 Contractor shall provide three (3) junk cars for use for SCVS. The contractor is responsible for acquiring and transporting vehicles to SCVS. Contractor is responsible for preparing vehicles for use; this includes safety and the removal of air bags and actuators, oil, radiator, power steering and brake fluids, and fuel tanks (all heavy Hydrocarbons above C-6 must be drained).

Removal of engines, transmission and all fluids is mandatory. Two (2) junk cars will be placed in SCVS in accordance with Technical Exhibit 7, Views 1 and 2. One (1) junk car will be placed in re-supply area.

5.11 Contractor shall provide ten (10) mannequins to accomplish Vigilant Guard exercise.

Mannequins will be: fully clothed, various weights, lifelike adult or juvenile, made of durable material, articulating joints, and have weight distribution based on the human weight distribution chart.

5.12 Contractor shall provide permanent Warning/Control Area signs at each corner of the SCVS. Signs are required to state “Danger – Permit-Required Confined Space DO NOT ENTER”. These should be post mounted and adhere to the UFC 3-120-01 - Exterior Signs, Base Warning Sign Type E1 Panel B and AFMAN91-203.

5.13 Contractor shall provide a binder with Standard Operating Guidance (SOG) and maintenance information to site POC. Transfer SCVS to facility manager with documentation on the maintenance and care of the SCVS. Contractor shall provide a sample maintenance and Safety SOG. The contractor shall turn over all transfer documents, design documents, an environmental impact statement and an engineering certification of the SCVS to Site POC and NGB-J371. Contractor shall provide before and after pictures of SCVS. A schematic of what venue look like before and after disaster to include targets, training lanes and tunnels. Closeout report and After Action Report (AAR) shall be completed and submitted to COR within seven (7) working days after completion of performance.

5.14 Contractor Manpower Reporting Application (CMRA):

5.14.1 The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the 119th Civil Engineering Squadron via a secure data collection site.

5.14.2 The contractor shall completely fill in all required data fields using the following web address: http://www.ecmra.mil/. Reporting inputs shall be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2020. Contractors may direct questions to the help desk at http://www.ecmra.mil.

6.0 Applicable Publications:

6.1 In addition to those Publications previously listed, other Publications applicable to this PWS are listed below. This listing is not all-inclusive, as other publications may apply:

Publication

(Chapter/Page) Date of

Publication Mandatory or Advisory

Website

Federal Acquisition Regulation https://www.acquisition.gov/?q=browsefa r or http://farsite.hill.af.mil/

Defense Federal Acquisition Regulation Supplement http://www.acq.osd.mil/dpap/dars/dfarspgi/curr ent

/index.html or http://farsite.hill.af.mil/ http://www.ecmra.mil/ http://www.ecmra.mil/ http://www.acquisition.gov/?q=browsefar http://www.acquisition.gov/?q=browsefar http://farsite.hill.af.mil/ http://www.acq.osd.mil/dpap/dars/dfarspgi/current http://www.acq.osd.mil/dpap/dars/dfarspgi/current http://farsite.hill.af.mil/

6.2 Applicable Forms: Forms applicable to the PWS are listed below:

Form Date Website

DD 250

Material Inspection and Receiving

Report

Aug 2000 http://dtic.mil/whs/directives/forms/dd/ddforms0001-0499.htm http://dtic.mil/whs/directives/forms/dd/ddforms0001-0499.htm

ATTACHMENT/TECHNICAL EXHIBIT LISTING

7. Attachment/Technical Exhibit List:

7.1. Attachment 1/Technical Exhibit 1 – Performance Requirements Summary

7.2. Attachment 2/Technical Exhibit 2 – Deliverables Schedule

7.3 Attachment 3/Technical Exhibit 3— Monthly Status Report/After Action Report

7.4 Attachment 4/Technical Exhibit 4 – Quality Assurance Worksheet

7.5 Attachment 5/Technical Exhibit 5 – Site Location and Map

7.6 Attachment 6/Technical Exhibit 6 – Pictorial Depiction of Requested SCVS

7.7 Attachment 7/Technical Exhibit 7 – Conceptual Design Ideas & Materials

TECHNICAL EXHIBIT 1

Performance Requirements Summary (PRS)

This PRS includes performance objectives the Government will use to determine contractor performance and will compare contractor performance to the Acceptable Quality Level (AQL).

Performance Objective Performance Standard Acceptable

Quality Levels

(AQL)

Surveillance Method / By

Whom

Task 1, Program Management:

The contractor shall provide materials and services to accomplish all tasks outlined in this Performance Work Statement throughout the period of performance of the contract. The contractor shall prepare for, conduct, and participate in meetings and reviews when required. See Paragraph 5.2

-Schedule and conduct a Kick-off meeting within 10 days of contract award.

- Attend planning meetings, AAR briefing, and daily “hotwash,” or “as required.”

- Resolve action items assigned to the contractor at meetings.

- Provide reports, briefings and correspondence as required/needed.

-Develop safety & communications plans and provide applicable equipment.

-Provide SCVS orientation and required mandatory safety training prior to Period of Performance ending.

100% compliance 100% inspection /

COR

Task 2, Contractor’s Management Report: The Contractor’s Weekly Status Report (WSR), indicates the progress of the work, status of the program and of the assigned tasks.

This report shall include information relating to accomplishments, existing or potential problem areas, and proposed action to resolve the problems. See Paragraph 5.3

- Weekly Status report (WSR)

- PDF, electronically.

- Submitted to COR.

- Submit by 1600 hours on the final duty day of each week during contract performance.

80% compliance

Weekly Report

Submittal / COR

Task 3, Develop, Deploy, and Construct SCVS for 119th CES.

Contractor shall engineer, assemble, and construct the structure collapse venue that will provide the North Dakota National Guard with realistic scenario platform. See Paragraph 5.5

- Perform IAW Para 5.6 standards (AQL).

-The Structural Collapse Venue Site (SCVS) must be of an adequate size and complexity to allow multiple training venues to occur simultaneously.

-SCVS/S&E props must meet industry, state and local safety standards.

-Props must create the appearance of a “real world” collapse structure.

-SCVS must meets Vigilant Guard requirements.

100% compliance

100% inspection /

COR

Task 4, Transfer all training venue materials to Site POC.

- Submitted with final invoice

- Government must approve format;

- Report must be complete and acceptable to Government.

100% compliance Submittals by

Contractor / COR

Task 5, Completion of work performance. See Paragraph 5.13

- Transfer of SCVS to Site POC.

- Provide SOG, maintenance information and other appropriate transfer documents to COR / Facility Manager.

100% compliance SOG submittal by

Contractor / COR

Task 6, Close-out report and AAR comments: The Contractor shall submit Close-Out Report at the end of the period of performance.

See paragraph 5.13

- NLT 7 days after Period of Performance.

- PDF, electronically

- One (1) copy.

- Submitted to COR.

100% compliance Close Out Report

Submittal by

Contractor / COR

Task 7, The Contractor Manpower Reporting (CMR): The contractor shall report ALL contractor labor hours required for performance of services provided under this contract via a secure data collection site. See Paragraph 5.14

- Report captures all labor (including subcontractors).

-Report NLT October 31 of each calendar year.

- Send questions to the help desk through appropriate CMR website http://www.ecmra.mil/.

100% compliance Report Submittal by

Contractor / COR

TECHNICAL EXHIBIT 2

Deliverables Schedule

PWS Reference / Deliverable Title

Frequency Number of Copies

Medium/Format Submit To

Kick off Meeting Within 10 days of Contract Award. This meeting will be coordinated by the KO with the COR, Program Manager and contract awardee.

N/A Coordinated via email / actual meeting may take place telephonically or in-person

KO

Quality Control Plan Submitted no later than 10 days after Contract Award.

One (1) copy Format approved by Government

COR

Contractor’s Weekly Status Report (WSR)

Submitted by 1600 hours on the final duty day of each week during contract performance.

One (1) copy Format approved by Government

COR

Close out Report Within 7 days after Period of Performance.

One (1) copy PDF, Electronically

COR

Standard Operating Guidance (SOG) Publication / Binder

At the completion of performance / acceptance of

SVCS.

Two (2) copies Printed in appropriate binder / May be substituted by PDF at discretion of the Government.

COR / FACILITY

MANAGER

Contractor Manpower Reporting

Completed no later than 30 days after Period of Performance. Copy of report.

One (1) copy PDF, Electronically

COR

TECHNICAL EXHIBIT 3

AFTER ACTION REPORT

Attachment 1 (After Action Report) Instructions:

The Contractor’s Progress, Status, and Management Report, Monthly Status Report (MS/AAR), indicates the progress of the work, status of the program and of the assigned tasks. This report shall include cost updates and a comprehensive After Action Report with information relating to accomplishments, existing or potential problem areas and proposed action to resolve the problems. This report is submitted monthly in WAWF along with the invoice.

Format:

After Action Report Month / Year

Contract Number:

Title:

Award Date:

Period of Performance:

Contracting Officer’s Representative:

Services Provided/Accomplishments:

Issues or Concerns:

Recommendations:

Plans for Next Work Period:

Meeting/Travel Summaries:

Budget Profile:

Total Funding:

Invoiced:

Balance:

Report POC: (Name / Telephone Number / email)

TECHNICAL EXHIBIT 4

QUALITY ASSURANCE WORKSHEET SAMPLE

QUALITY ASSURANCE WORKSHEET

Performance Rating

Deliverable/Service Quality Rating

Causative Factors

Effect on Mission

Action Required/ Date

Program Management

Green Comments Unnecessary for “Green” QA Rating

Yellow

Red

Contractor Management Reporting / Weekly Status Reports

Green Comments Unnecessary for “Green” QA Rating

Yellow

Red

Develop, Deploy, and Construct SCVS

Green Comments Unnecessary for “Green” QA Rating

Yellow

Red

Transfer of Materials

Green Comments Unnecessary for “Green” QA Rating

Yellow

Red

SOG, Maintenance, and Transfer of Documents

NIMS/ICS SME

Green Comments Unnecessary for “Green” QA Rating

Yellow

Red

Close Out Reporting and AAR Comments

Contractor Manpower Reporting

TECHNICAL EXHIBIT 5

Site Location and Map

Site View 1: 119th RTS

Site View 2: 119th RTS

TECHNICAL EXHIBIT 6

Pictorial Representation of Requested SCVS

View 1: Example SCVS

View 2: Example of General Debris

View 3: Example SCVS

View 4: Example of Breaking and Breaching Prop

TECHNICAL EXHIBIT 7

Conceptual Design & Potential Materials List Contractor shall supply similar or “like” products.

1. One (1) EA 8' Wide x 81611 Tall 40' Long Conex on concrete support base (slab/footing).

2. One (1) EA 8' Wide X 81611 Tall X 20' Long Conex.

3. One (1) EA 10' Wide X 32" Tall X 32' Long Double T Precast.

a. Provide two (2) EA 30" X 30" cutouts in top face w/ removable lightweight traversable covers/lids.

4. One (1) EA 10' Wide X 32" Tall X 30' Long Double T Precast.

a. Provide two (2) EA 30" X 30" cutouts in top face w/ removable lightweight traversable covers/lids.

5. One (1) EA 10' Wide X 32" Tall X 20' Long Double T Precast.

a. Provide two (2) EA 30" X 30" cutouts in top face w/ removable traversable covers/lids.

6. One (1) EA 10' Wide 30' Long Hollow Core Precast.

7. One (1) EA 36" Tall "rubble" base to support precast.

8. Two (2) EA 60" Wide X 48" Tall X 24' Long box culvert w/36" Diameter holes.

9. One (1) EA Anchor Structure for technical rescue (bomb proof).

10. 36" diameter hole through all levels to ground w/ removable cover at all walking areas/surfaces (typical at all circles).

11. One (1) EA 60" X 60" Box culvert 60" tall w/ 36" diameter holes on two sides and top (36" culvert to underside of Conex).

12. Railing with min. 48" gate on each side.

13. Two (2) EA anchor points above all doors and four (4) EA anchor points above all openings through floors.

14. 36" dual wall plastic culvert.

15. stairs and railings as required

View 1: Conceptual Drawing - Isometric

View 2: Conceptual Drawing - Isometric

View 3: Conceptual Drawing - Elevation

View 4: Conceptual Drawing - Elevation

View 5: Conceptual Drawing - Elevation

View 6: Conceptual Drawing – Elevation

File details come from the government source that posted it. Updated .