TORP_0394.docx

1.0 MISSION OBJECTIVE.

The Department of Defense (DoD) Counter Narco-terrorism Program Office (CNTPO), currently being managed by the Counter Narcotics and Global Threats (CN&GT) Division, was established to create worldwide Counter Narcotics Technology (CNT) networks, infrastructures, and capabilities that are focused on the detection, identification, and disruption of narcotics activities and organizations. This task effort will support the War Fighter in combating narcotics activities globally.

2.0 SCOPE.

2.1 Task Order Objective.

The objective of this task order (T/O) is to design and construct up to four (4) Live Fire Shoot House (LFSH) training facilities on a Government of Mexico (GOM) military installation in support of Mexican Army (SEDENA) and Mexican Navy (SEMAR).

2.2 Basic Contract PWS References.

This T/O PWS establishes the requirement for the contractor to provide support in the basic contract PWS task area(s) of: 4.3.2.3 Incidental Construction.

3.0 PERFORMANCE REQUIREMENTS.

The contractor shall provide all labor, materials, equipment, travel, Defense Base Act (DBA) insurance, and required actions to satisfy the requirements specified in this T/O PWS. For the base requirement and any exercised options, all administration, design and construction for the facility, including mobilization and de-mobilization, final clean up, and submission of closeout documents, shall be completed within 365 calendar days of award.

3.1 General.

The contractor shall construct a Shoot House (SH) facility that consists of a SH within a bermed compound; access road and parking; breach training wall; and connection to existing electrical utility infrastructure or sizing, providing, and installing a generator large enough to power the entire facility. No furnishings are required for the SH.

The contractor shall be responsible for the technical accuracy, safety, and coordination of all designs, drawings, specifications furnished by the contractor. The contractor shall ensure the facility is designed by approved persons with the appropriate Mexican Government and Local Government registrations, certifications, and/or licenses, as required. The contractor shall ensure the facility is built in accordance with (IAW) all applicable local permitting and construction inspection requirements, and codes approved by persons or companies with the appropriate registrations, certifications, and/or licenses. In the absence of local building codes, the facility shall be designed and built IAW the most current version of International Building Codes (IBC). All electrical components shall be able to function using the 110-120V/60Hz power system common in Mexico.

Prior to delivery of the SH(s) to the United State Government (USG), the contractor shall ensure the facility is acceptable for use and inspected IAW Attachment 2, U.S. Army Special Operations Command (USASOC) Regulation 385-1, The Army Safety Program, paragraph 13-10.

3.2. Construction Site.

The contractor shall visit each of the four locations to become familiar with the construction site and site conditions. While on site, the contractor shall meet with site managers, civil engineering technicians, and other individuals who have pertinent knowledge of the site. The contractor is responsible for obtaining necessary information on the location of site electrical tie-ins and shall determine how to access the tie-in locations. The contractor shall determine the horizontal and vertical controls to be used for this project. It is preferable to tie any surveys to the Mexican national coordinate system. The contractor shall obtain any and all information for local inspection procedures from the appropriate local building inspection authorities. The contractor shall obtain information from the electrical utility owner to determine if the electrical system the contractor plans to tie into has the necessary capacity.

3.3 Base Requirements.

3.3.1 Shoot House Facility; Temamatla, MX Range 37B.

3.3.1.1 The SH shall be located on a host nation military installation with controlled access. The distance from the SH to the controlled perimeter and/or other structures shall be a minimum of 41 meters.

3.3.1.2 The contractor shall provide a specific approach and construction based on the U.S. Army Corps of Engineers (COE) Designs, May 2013 (Attachment 1), and actual site conditions. In developing an approach, the contractor shall use the provided designs while disregarding and not including the "BID OPTIONS" indicated in Section 3.3.1.4.9 below. The contractor shall use the provided plans and include pricing for the options indicated in Section 3.3.1.4.10 below. The contractor's solution shall also be based on the USASOC Regulation 385-1 (Attachment 2) and the Army Special Operations Forces Training Ranges, Training Circular (TC) 25-8-1, (Attachment 3). The SH shall be classified as an expeditionary structure with a low level of protection and the structural design shall incorporate applicable requirements of Unified Facilities Criteria (UFC) 4-010-01 for Expeditionary Structures. The SH will be approximately 1,931 SF (42.65’ x 45.28’) (179.4M², 13M x 13.8M) with SH and roof covering approximately 2,551 SF (49.21’ x 51.84’) (23lM², 15M x 15.8M) (see Attachment 1). The SH will be used for live firing training purposes with 5.56mm ball, 9mm, and .45 caliber ammunition, and include a partial second floor with a cat walk for observation.

3.3.1.3 Exterior walls shall be reinforced Concrete Masonry Unit (CMU) masonry wall grouted solid with AR500 plate and Dura-Panel Ballistic rubber, pre-manufactured Ballistic Rated Metal Wall Panel (PBRMWP) system similar to the system provided by Savage Range Systems, Inc., or equivalent, and as shown in the U.S. Army COE Designs (PWS Attachment 1). Interior walls shall also be a PBRMWP system similar to the system provided by Savage Range Systems, Inc., or equivalent, and as shown in the U.S. Army COE Designs (PWS Attachment 1).

3.3.1.4 Minimum SH salient requirements:

3.3.1.4.1 The two story modular and CMU SH shall be erected on a concrete slab.

3.3.1.4.2 SH panels shall be fabricated from AR500 steel clad with neoprene, rubber, or similar material for ricochet protection. Use a system similar to the system provided by Savage Range Systems, Inc., or equivalent.

3.3.1.4.3 The wall separating the SH from the exterior stair shall be concrete masonry, grouted solid. All walls shall have a ballistic rated plywood and neoprene covering on the firing side.

3.3.1.4.4 The structure shall be accessible from both the ground floor and from an exterior timber staircase with galvanized expanded metal stair treads.

3.3.1.4.5 The structure shall have concrete flatwork exterior to the building. A concrete floor shall be constructed in the building interior for ballistic and safety purposes.

3.3.1.4.6 The second floor shall consist of 4' wide timber observational catwalk supported by SH walls. Galvanized expanded metal grating shall be provided for the catwalk over the ground floor training rooms below.

3.3.1.4.7 The entire building shall be covered with an open sided, galvanized steel structural roof supporting a hanging ballistic ceiling supported by reinforced concrete or reinforced CMU grouted solid columns.

3.3.1.4.8 The exterior of the SH shall be painted CMU, steel and wood. The paint system shall be appropriate for the surface(s) to be sealed and protected, i.e., CMU, steel, and wood. The color scheme will be coordinated with the Host Nation end user, US Northern Command (USNORTHCOM), Department of State, Office of Defense Coordination (ODC Mexico) and the COR.

3.3.1.4.9 The following BID OPTIONS indicated in the provided plans shall not be included in the contractor's pricing or in the construction:

· Closed Circuit Television (CCTV) system (Keynote 11)

· Pea gravel or soil floors (General Notes 2, page 2). The floors shall be concrete.

· Partial second floor with two additional rooms ('second floor' shall be an observation catwalk)

· Lexan skylights in roof (Keynote 3, page 5).

· Chain link fence, vehicle gate, pedestrian gate (Keynote 4, page 8.)

· Tee Barriers

· Signage

· Flag Pole

· Paved road and parking log (road and parking lot shall be gravel)

3.3.1.4.10 The following BID OPTIONS shall be priced as an option (Base Option Item 1 and Base Option Item 2) in the contractor's pricing and proposal, and may be added to the construction by the USG:

3.3.1.4.10.1 Base Option Item 1. The contractor shall provide moveable, ballistic rated interior partition walls on track mounted rails. When pricing and, designing and building this option, the contractor shall disregard Keynote 3 for Interior Partition Wall, Ballistic Rated, Movable on Track Mounted Rail in PWS Attachment 1, sheets A101 and A102. Instead, the contractor shall price for two doors in the hallway of room 103 and for two doors in the hallway of room 104. Each door shall be located close to either corner. The rail mounted ballistic material on the inside of each shoot room shall be such that it can be moved, or slid, in front of one hallway door rendering that door unusable for entry and ballistically protected, while the other door serves as the functional door. The intent is to be able to change the entry points into each room, enabling different training scenarios.

3.3.1.4.10.2 Base Option Item 2. The contractor shall size and provide complete turnkey installation of a concrete pad and a generator large enough to power the SH complex IAW Attachment 1 (see sheet E201 Keynote 1).

3.3.2 Breach Training Wall

The contractor shall design and construct a reinforced concrete masonry walled structure with minimum one common-sized steel door and frame, and one double steel door wide enough to drive a vehicle through for sacrificial door and partial wall units to be breached by lower power breaching explosives. There shall be no exterior finish applied to the CMU.

3.3.3 Berm and Additional Site Work

The contractor shall design and construct a berm of height as specified by applicable regulations and plans provided in PWS Attachment 1 for safety. Also per PWS Attachment 1, additional site work shall include a gravel road, gravel parking lot, and lighting and power for the SH, and a connection point to existing electrical infrastructure.

3.3.4 Sustainment Plan

The contractor shall provide a three (3) year sustainment plan for the Dura-Panel, Dura-Block, ballistic roof, and bullet traps. USNORTHCOM and ODC Mexico will work with the Mexican SEDENA and SEMAR to maintain the integrity of the SH, making recommendations on maintaining the facility to U.S. Army Special Operations Command Regulation 385-1 (Live Fire Facility Standards).

3.4 Options.

3.4.1 Option A – Shoot House Facility; Calle de Bravo, Mexico

The contractor shall design and construct a SH facility at Calle de Bravo, Mexico, IAW paragraphs 3.3.1 – 3.3.4 of this T/O.

3.4.1.1 Option A, Option Item 1. The contractor shall provide moveable, ballistic rated interior partition walls on track mounted rails. When pricing and, designing and building this option, the contractor shall disregard Keynote 3 for Interior Partition Wall, Ballistic Rated, Movable on Track Mounted Rail in PWS Attachment 1, sheets A101 and A102. Instead, the contractor shall price for two doors in the hallway of room 103 and for two doors in the hallway of room 104. Each door shall be located close to either corner. The rail mounted ballistic material on the inside of each shoot room shall be such that it can be moved, or slid, in front of one hallway door rendering that door unusable for entry and ballistically protected, while the other door serves as the functional door. The intent is to be able to change the entry points into each room, enabling different training scenarios.

3.4.1.2 Option A, Option Item 2. The contractor shall size and provide complete turnkey installation of a concrete pad and a generator large enough to power the SH complex IAW Attachment 1 (see sheet E201 Keynote 1).

3.4.2 Option B – Shoot House Facility; San Miguel de los Jagueyes, Mexico, Range 37C

The contractor shall design and construct a SH facility at San Miguel de los Jagueyes, Mexico, Range 37C, IAW paragraphs 3.3.1 – 3.3.4 of this T/O.

3.4.2.1 Option B, Option Item 1. The contractor shall provide moveable, ballistic rated interior partition walls on track mounted rails. When pricing and, designing and building this option, the contractor shall disregard Keynote 3 for Interior Partition Wall, Ballistic Rated, Movable on Track Mounted Rail in PWS Attachment 1, sheets A101 and A102. Instead, the contractor shall price for two doors in the hallway of room 103 and for two doors in the hallway of room 104. Each door shall be located close to either corner. The rail mounted ballistic material on the inside of each shoot room shall be such that it can be moved, or slid, in front of one hallway door rendering that door unusable for entry and ballistically protected, while the other door serves as the functional door. The intent is to be able to change the entry points into each room, enabling different training scenarios.

3.4.2.2 Option B, Option Item 2. The contractor shall size and provide complete turnkey installation of a concrete pad and a generator large enough to power the SH complex IAW Attachment 1 (see sheet E201 Keynote 1).

3.4.3 Option C – Shoot House Facility; San Luis de Carpizo, Mexico

The contractor shall design and construct a SH facility at San Luis de Carpizo, Mexico, IAW paragraphs 3.3.1 – 3.3.4 of this T/O.

3.4.3.1 Option C, Option Item 1. The contractor shall provide moveable, ballistic rated interior partition walls on track mounted rails. When pricing and, designing and building this option, the contractor shall disregard Keynote 3 for Interior Partition Wall, Ballistic Rated, Movable on Track Mounted Rail in PWS Attachment 1, sheets A101 and A102. Instead, the contractor shall price for two doors in the hallway of room 103 and for two doors in the hallway of room 104. Each door shall be located close to either corner. The rail mounted ballistic material on the inside of each shoot room shall be such that it can be moved, or slid, in front of one hallway door rendering that door unusable for entry and ballistically protected, while the other door serves as the functional door. The intent is to be able to change the entry points into each room, enabling different training scenarios.

3.4.3.2 Option C, Option Item 2. The contractor shall size and provide complete turnkey installation of a concrete pad and a generator large enough to power the SH complex IAW Attachment 1 (see sheet E201 Keynote 1).

4.0 WORK HOURS AND LOCATION.

The principal place of performance for this T/O shall be Outside the Continental United States (OCONUS) in Mexico. In the event it is necessary to travel to other locations in Mexico other than the four installations specified, the contractor shall consider this as temporary support (TDY) and Travel and this travel shall be IAW paragraph 5.3 (Use of Local Resources). Typical work week is 40 hours. The contractor may be required to provide labor hours in excess of 40 hours per week to include holiday and weekends, and during irregular times and shifts based upon GOM and USG operations and exercises. Shift work may be required in support of this T/O.

5.0 ADDITIONAL PERFORMANCE REQUIREMENTS.

5.1 Defense Base Act (DBA) Insurance.

All personnel performing duties in areas Outside the Continental United States (OCONUS) shall be included in and insured with a policy covering DBA requirements. DBA insurance is required for all personnel performing work OCONUS under this T/O.

5.2 Export Control Requirements.

The contractor shall be responsible for all applicable export licenses and associated technology transfer agreements for transfer of equipment to Mexico regardless of final delivery location. Export licenses and International Traffic in Arms Regulation (ITAR) compliance are required by the freight forwarder in order to export equipment to Mexico; therefore, the contractor shall be responsible for ITAR compliance, customs clearance, and all associated taxes (e.g. VAT), duties and customs fees, and other related charges. Waivers or exemptions may be available to preclude the payment of a VAT tax, customs fees, duties and other related charges. VAT, and all other taxes, will be a reimbursable expense IAW the basic contract. The contractor shall ensure the appropriate Technical Assistance Agreements (TAAs) and/or applicable export licenses are in place before conducting any activity under this task order that requires such approval and documentation. Export licenses, documentation, and approvals shall be obtained, IAW T/O PWS paragraph 6.8 (Licenses, Export Agreements & Certifications), before conducting any export controlled activity.

5.3 Use of Local Resources.

The contractor is authorized to procure and use local private sector companies, labor, materials, and equipment in support of this T/O where the result is a cost savings to the USG with no degradation or compromise to safety, security, or quality.

5.4 Meetings, Briefings, and Publications.

The contractor shall participate in technical interchange meetings, to be scheduled upon request of the responsible Contracting Officer (KO) or written designee, to discuss and to informally evaluate the contractor’s efforts and accomplishments in direct relation to this T/O PWS. During the meetings, the contractor shall present necessary data to enable a joint review of various assigned tasks, schedules, and resource expenditures. The contractor shall present and participate in technical discussions and shall inform the Technical Monitor (TM/Program Manager (PM) and Contracting Officer Representative (COR) of any issues with contract execution and provide proposed solution(s). The contractor shall attend and participate in other meetings, as scheduled by the responsible KO or written designee.

5.5 Temporary Duty (TDY) Travel.

The contractor shall perform TDY travel, as required or as directed by the PM and COR. Performance of this T/O requires performance OCONUS. The contractor shall obtain approval from the COR or PM prior to performing any TDY travel. All approved travel will be paid IAW the Basic Contract by reimbursement to the Contractor. Only required travel approved by the Contracting Officer (KO), COR or PM will be reimbursed under this T/O.

5.6 Government Furnished Equipment or Material (GFE/GFM).

None.

5.7 Government Furnished Information (GFI).

The following GFI are provided as guidance for executing this T/O:

5.7.1 U.S. Army Corp of Engineer (COE) Designs, May 2013 (PWS Attachment 1). The designs are a mandatory guidance.

5.7.2 U.S. Army Special Operations Command Regulation 385-1 (Live Fire Facility Standards) (PWS Attachment 2). Except as noted elsewhere in this PWS, this regulation is advisory guidance.

5.7.3 U.S. Army Training Circular (TC) 25-8-1, 31 Aug 201 (PWS Attachment 3). This TC is advisory guidance.

5.8 Site Survey.

The contractor shall provide surveys IAW PWS paragraph 6.11. The contractor shall provide surveys typical to this type of effort to include, but not limited to, metes and bounds, topography, etc. Horizontal and vertical control shall be tied-in to the Mexican national geodetic survey system. A minimum of two construction horizontal and vertical control monuments shall be placed at locations that shall withstand project construction. Each control monument shall be referenced to at least three durable physical objects from 6m to 30m away from the monument with measurements to the nearest 30mm. Durable physical objects could include trees, poles, fence posts, station marks in new roadway pavement, or metal fence posts. Include location of all underground utilities taken from available record drawings and verified by observable appurtenances in the field. Include the rim, invert, pipe in and pipe out elevations of all sewer and drainage manholes as measured in the field.

5.9 Test Documents.

The contractor shall provide a test plan IAW PWS paragraph 6.12 and a test report IAW PWS paragraph 6.13. As part of the design or construction phases of this project, the contractor shall conduct and provide test plans and test reports. As applicable, these shall include electrical capacity, water pressure, water potability, soil density and compaction tests, and 7-, and 28-day concrete break tests.

5.9.1 The contractor shall obtain the appropriate soil tests required for the SH facility, gravel road, and parking construction.

5.9.2 The contractor shall provide proof that a 7-day break was completed and the results recorded by an authorized laboratory. Later, the same report shall be updated and resubmitted with the 28-day test results. The concrete test report shall provide documentation that random samples of fresh concrete have been taken as required by local requirements and regulations or ASTM C172, and that a prescribed series of tests has been conducted IAW with local requirements and regulations or ASTM C31 and C39. Concrete break test cylinders/cubes are required for each day of the pours.

5.9.3 The contractor shall perform and provide results to the PM and COR of the Concrete Slump Testing IAW local requirements and regulation or ASTM C143/C143M. This test method is not considered applicable to non-plastic and non-cohesive concrete. The values stated in either Standards International (SI) units or inch-pound units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.

5.10 Design.

The contractor shall provide designs IAW PWS paragraph 6.14. The contractor shall use the designs provided in PWS Attachment1 as the basis for the proposed solution and design.

5.10.1 The purpose of periodic USG reviews of the design is for the USG to confirm adherence to the broader requirements of the PWS. It is not intended to approve or confirm adherence to local construction codes and regulations or confirm engineering. A safe, functional structure is the responsibility of the contractors licensed design and engineering professionals, not the USG. The USG review of the design documents is for coordination of the drawings and constructability. The timing of the USG reviews is not intended to align or coincide with local review and permitting processes or procedures

5.10.2 The contractor’s design shall meet the requirements of current international building codes (including life, health, and safety) or the customary standards and building codes for Mexico. The design shall comply with UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings.

5.10.3 Given the level of completeness of the designs that shall form the basis of the contractor’s design, the contractor shall submit design documents for review twice. The design documents shall take into consideration local site conditions; the contractor’s selected PBRMWP system; and clarification of any issues between the supplied design and the PWS.

5.10.3.1 The first design review submittal shall be at what industry might nominally consider 65% complete and shall be organized in a coherent manner, with all elements of the facility addressed and present in the design, and many of the details present. The 65% design documents shall include all material and equipment manufacturer’s specifications and cut-sheet for materials and equipment that will become part of the finished facility, as well as, color/finish samples from which the COR may chose for all elements having color/finish options.

5.10.3.2 The second design review submittal shall be at 95% complete and shall contain all elements and virtually all details present. Upon approval with any comments and acceptance of the 95% design submission by the USG, the 95% design documents will be considered 95% construction documents. The contractor design documents and specifications shall be submitted to the PM and COR for approval before commencement of work. The USG will have up to 14 calendar days to review and comment on design documents and submittals beginning the day after the items are submitted.

A complete set of approved construction designs in English and Latin American Spanish shall be kept on site at all times for review by USG inspectors and use by local labor.

The 95% set of approved construction documents shall be continuously updated throughout construction; any changes necessitated and/or made on site shall be approved by the KO. Upon completion of construction the 95% set of construction documents shall be updated, with all changes made, and shall become the As-Built set of drawings. A set of the As-Built drawings shall be submitted to the HN and another set of the As-Built drawings shall be submitted to the USG as part of the project close-out documentation.

5.10.4 The Government will approve all changes to the plans, design documents, drawings, and specifications before work begins. Upon acceptance and approval of the 95% design documents the KO will issue a Construction Notice to Proceed (NTP) allowing the contractor to proceed with construction. Any construction work performed by the contractor before the KO issues the NTP will be at the contractor’s risk. The contractor shall ensure ALL drawings are coordinated within all disciplines for constructability and functionality and shall include the following, as applicable:

· Index of all sheets in the order to be organized;

· Legends and abbreviations;

· Site Plans including appropriate existing conditions, topography, benchmarks, etc.

· Architectural drawings including floor plan, elevations, sections, details, door and window schedules as required, finish schedules as required ;

· Mechanical drawings;

· Plumbing drawings;

· Electrical drawings;

· Fire and Life Safety drawings;

· Structural drawings;

· Civil drawings;

· Security plan;

· Excavation plan;

· Site Storm Water Management System;

· Spill and Discharge Control;

· Surface Water Management;

· Ground Water Management;

· Erosion Control;

· Transportation;

· Site Analysis;

· Explosive Safety;

· Hazardous Materials Management;

· Utility Master Plan (UMP), to include:

1. Potable water treatment, storage, and distribution;

2. Wastewater collection, treatment, and elimination;

3. Electrical power generation and distribution (connected to the main power grid and generator backup);

4. Storm water management; and,

5. Communications.

5.10.5 Project Management and Coordination. The contractor shall demonstrate active and on-site construction management/supervision in the form of a Site Manager who shall be available to provide on-site management and supervision at all times.

The contractor shall verify final electrical loads with user and coordinate requirements with the local electricity authority.

5.10.6 Temporary Facilities.

The contractor shall work with the local utility provider to arrange temporary electricity necessary for site construction.

The contractor shall provide an in-country field office with sanitary facilities.

When necessary the contractor shall provide temporary barricades, fencing, traffic control, staging areas on-site, and erosion controls.

5.11 Security.

All work performed under this T/O shall be unclassified.

6.0 CONTRACT DELIVERABLES.

The contractor shall deliver the following Contract Data Requirements List (CDRL) requirements:

Reference

T/O PWS

Reference Due

Final 15 calendar days before first planned test date

*Unless otherwise stated, CDRLs shall be submitted electronically (Microsoft Office, i.e. Word, Excel, PowerPoint, etc.) to the KO, PM, COR, AMIC Acquisition Org Email (amic.pmt.acq@us.af.mil), and the Delivery Assurance Team email (cntposeta@meicompany.com). When sending Microsoft Access, Visio, or Project files, also submit an Adobe PDF version.

6.1 Management Plan (CDRL A00G).

Deliver a management plan seven (7) calendar days after contract award. The plan shall define a management system to plan and control this T/O effort and delineate how the contractor plans to accomplish the effort supporting the specific T/O. This shall include a breakout of Direct Productive Person Hours (DPPHs), travel, material, ODC, DBA Insurance, a milestone schedule, and a schedule for the planned expenditure of funds.

6.2 T/O Quality Control Plan (QCP) (CDRL A00G).

The contractor shall deliver a draft T/OQCP with its response to the TORP. The final plan shall be provided forty-five (45) calendar days after contract award; subsequent reports are due on the 15th of each month. At a minimum, the T/O QCP shall address the following:

6.2.1 Quality Control (QC) Execution (CDRL A002).

The plan shall not be cursory, but discuss specifically how the prime Contractor shall execute its QC responsibilities. The T/O QCP shall include a clearly defined QC process, key performance indicators, QC schedules and QC personnel, by name, to include those that will be performing subcontractor oversight and oversight of activities in-theater. The plan shall address how QC trend analysis and tracking of corrective actions will accomplished. The T/O QCP shall discuss the prime's management activity that will provide oversight and involvement in the QC process. QC personnel shall not be buried in the organization, but shall have a direct line to upper management.

6.2.2 Reporting (CDRL A002).

Monthly status reports shall specifically discuss QC activities over the reporting period and planned activities for the next period. Information shall specifically address WHO conducted the QC, WHEN was the QC executed, HOW was the QC executed and WHAT the findings and corrective actions were. Trends overtime shall be identified and discussed thoroughly.

6.2.3 Invoice QC and Review (CDRL A002).

The contractor shall discuss how invoice reviews will be conducted, to include discussion on how the primes, subcontractor and supplier supporting data will be reviewed for consistency with task order requirements and the contractor's approach to execute the task order.

6.3 Contractor’s Monthly Progress Report (CDRL A002).

Deliver a comprehensive progress report forty-five (45) calendar days after contract award; subsequent reports are due the 15th of each month. The report shall, at a minimum contain an overall schedule, the current status of funding on the T/O, accomplishments completed, potential issues, and any lessons learned.

6.4 Contractor's Weekly Progress Report Telecom (CDRL A002).

Participate and provide a weekly progress report via telecom as scheduled by USG. Deliver meeting minutes two (2) calendar days after the telecom. Progress report shall be verbal and may include workbooks or charts that address current status of the T/O, a technical/management review, a financial review, anticipated risks/risk mitigations, delivery status including anticipated dates, status of any export compliance/ITAR issues, country clearance concerns for personnel traveling OCONUS, anticipated modifications, etc.

6.5 Funds and Man-Hour Expenditure Report (CDRL A002).

Deliver a funds and man-hour expenditure report forty-five (45) calendar days after contract award; subsequent reports are due the 15th of each month. Submissions shall include the formatted funds and man-hours expenditure summary (see figure 1 of DID). Graphic plots are not required.

6.6 Master Schedule (CDRL A002).

Deliver a master schedule forty-five (45) calendar days after contract award; subsequent reports are due the 15th of each month. The contractor shall create, maintain, and report the schedule in conjunction with the progress report after initial delivery. The schedule shall cover all phases of the project from T/O kick-off to T/O close-out. The master schedule shall, at a minimum include the following information:

· Planning tasks and milestones;

· All construction and inspection tasks and milestones;

· Training in operations and maintenance tasks;

· Final inspection and turnover tasks and milestones; and,

· Project closeout tasks and milestones.

In the event there are any changes or delays associated with equipment procurement or T/O deliverables, the contractor shall update the master schedule and provide it to the USG for approval within ten (10) days of identifying the change or delay.

6.7 Program Reviews (CDRL A004).

Participate in and support program reviews (commonly referred to as Program Management Reviews (PMRs)) as scheduled by the USG. PMRs typically occur once per calendar quarter, but may be scheduled as necessary. Date and location will be announced well in advance of the PMR. Format will be provided by the PM or COR ahead of the PMR.

6.8 Licenses, Export Agreements & Certifications (CDRL A00G).

Provide copies of applicable licenses, export agreements, and certifications ten (10) calendar days prior to final equipment delivery. At a minimum include the following components:

· Cover letter describing the purpose, a description of each attachment, point of contact, contract and TORP #;

· Attachment(s) should be originals or certified originals and be dated, signed by cognizant authority, and indicate specific agreement terms; and,

· English translation of foreign language documents.

6.9 Technical Data and Documentation (CDRL A00D).

Deliver all applicable technical data and documentation electronically forty-five (45) calendar days prior to delivery; physical documents are due concurrent with equipment delivery. Technical data and documentation includes: original equipment manufacturer (OEM) manuals and directions for use; maintenance manuals, system software documentation; installation instructions; warranty and licensing terms and conditions; and other related technical publications pertaining to the operation and support of the equipment delivered under this T/O. The contractor shall ensure Purchase Orders (POs) contain provisions for delivering all technical data and documentation. All technical data and documentation shall be submitted in English and Latin American Spanish.

6.10 Product Support Plan (CDRL A00G).

Provide a product support plan forty-five (45) calendar days prior to delivery/shipment. The plan shall describe a clear process that explains the acquisition, delivery, transfer, and end user product support for all items procured IAW this task order. Include:

· Roles and responsibilities of all entities involved in the acquisition, delivery, transfer and end user product support;

· How items will be moved/transferred, from the manufacturer, through other parties, to the end user; include method of delivery (ex. ground, air, electronically) and delivery location(s). Identify documentation required to complete the movement/transfer of items and items that require an export license;.

· Product/Equipment List; see example at Annex 1. Identify items that have a shelf life or expiration date;

· Warranty and maintenance agreement details; see example at Annex 2. Details shall include product/item covered (ex. make, model, lot number, serial number, key, etc); date coverage begins and ends; coverage period; where coverage is applicable (specify geographical location); type of warranty; registration process; and how to obtain service/support. Details shall be submitted for coverage type (warranty or maintenance agreement); and,

· Process for renewing coverage.

6.10.1 Warranty (CDRL A00G).

The contractor shall provide standard OEM warranties (noting above or beyond the warranties that come with the initial purchase) for all items procured IAW this task order. Warranties issued shall be the same warranty offered to the general public. Warranties shall become effective upon date of delivery to and acceptance by the USG and upon signing the Form DD250. Upon delivery and acceptance it is the responsibility of the end user to register all warranties and follow the warranty process for communication, servicing, and/or exchange. All requirements for shipping a product to the OEM for warranty analysis or repair will be the responsibility of the End User. Include warranty details IAW PWS paragraph 6.10 product support plan and Annex 2.

6.11 Site Survey (CDRL A00E).

Provide site survey IAW PWS paragraph 5.8. Site survey shall be delivered 15 calendar days after completion of each site visit. Site survey shall be delivered in English and Latin American Spanish.

6.12 Test Plan (CDRL A00A).

Provide test plans IAW PWS paragraph 5.7. Draft test plan shall be delivered 45 calendar days before the first planned test date. The final test plan shall be delivered 15 calendar days before the first planned test date. Test plans shall be delivered in English and Latin American Spanish.

6.13 Test Report (CDRL A00E).

Provide test reports IAW PWS paragraph 5.7. Test reports shall be delivered 5 calendar days after test completion. Test reports shall be delivered in English and Latin American Spanish.

6.14 Designs (CDRL A00A).

Provide design reviews IAW PWS paragraph 5.8. The first design review shall consist of 65% design documents and shall be submitted 90 calendar days after contract award. The second design review shall consist of 95% design documents and shall be submitted 120 calendar days after PoP start. Approved designs, in English and Latin American Spanish, shall be kept on site at all times and available upon USG request. As-build construction documents shall be submitted as part of project closeout (para 6.15).

6.15 Live Fire Facility Inspection (CDRL A00A).

Prior to USG acceptance of the facility the contractor shall ensure the facility is acceptable for use IAW PWS paragraph 3.1 and USASOC Regulation 385-1, para 13-10. The completed checklist shall be submitted prior project closeout.

6.16 Project Closeout (CDRL A002).

Project closeout shall commence upon USG acceptance of the facility and transfer of the facility to the GOM. Project closeout shall include all operations and maintenance documents, warranties, manuals, and as-built drawings. Two sets of project closeout documents shall be submitted, one in English to be delivered to the USG and one in Latin American Spanish to be provided to the GOM. Submission and acceptance of closeout documentation will be the basis for release of final payment.

PWS Attachments:

Attachment 1 - U.S. Army Corps of Engineers (COE) Designs, May 2013.

Attachment 2 - U.S. Army Special Operations Command Regulation 385-1 (Live Fire Facility Standards).

Attachment 3 - U.S. Army Training Circular (TC) 25-8-1, 31 Aug 2011.

DOD COUNTER NARCOTERRORISM PROGRAM OFFICE (CNTPO)

PROGRAM AND OPERATIONS SUPPORT

counter narcotics and global threats (cn&gt) northcoM – LiVe fire shoot house

PERFORMANCE WORK STATEMENT (PWS)

TORP 0394

2 SEPTEMBER 2014

CNTPO PROGRAM AND OPERATIONS SUPPORT CN&CT

northcoM – LiVe fire shoot house

PERFORMANCE WORK STATEMENT (PWS)

TORP 0394

ANNEX 1: Product/Equipment List Example

Ref

Agreement?

Date

ANNEX 2: Warranty Example

PWS

Reference

Start Warranty End

Applicability End User Contact Information

www.dell.support.com 1-800-624-9896

APPENDIX A

PERFORMANCE REQUIREMENTS SUMMARY MATRIX

PERFORMANCE

OBJECTIVE

Performance meets all technical and functional requirements, and is highly responsive to changes in technical direction and/or the technical support environment

Personnel qualifications, assessments, evaluations, analyses, recommendations, and related input are thorough, reliable, highly relevant to T/O requirements, and consist of substantial depth and breadth of subject matter expertise.

Deliverable reports contain all required data and meet all applicable CDRL requirements Contractor technical performance meets all T/O requirements.

Adequate Key Personnel with appropriate qualifications including security clearances provided at least 95% of time. Problems that are encountered are minor and resolved in a satisfactory manner.

EXCEPTIONAL

Performance meets all and exceeds many T/O requirements. Performance delivered with no required re-performance/rework 99% of time; problems that are encountered are minor and resolved in a highly effective manner.

VERY GOOD

Performance and deliverables meet all and exceed some T/O requirements. Performance delivered with no required re-performance/rework at least 97% of time; problems that are encountered are minor and resolved in an effective manner.

SATISFACTORY

Performance and deliverables meet all T/O requirements. Performance delivered with no re-performance/rework at least 95% of time; problems that are encountered are minor and resolved in a satisfactory manner.

MARGINAL

Some T/O requirements not met and/or performance delivered with re-performance/rework required more than 20% of time. Problems encountered were resolved in a less than satisfactory manner.

UNSATISFACTORY

Many T/O requirements not met. Numerous re-performances/rework required. Substantial problems were encountered and inadequate corrective actions employed.

Services Assignment of performance rating for schedule criteria:

EXCEPTIONAL

T/O milestones/ performance dates met or exceeded 99% of time (excluding Government caused delays)

VERY GOOD

T/O milestones/ performance dates met or exceeded at least 97% of time (excluding Government caused delays)

SATISFACTORY

T/O milestones/ performance dates met or exceeded at least 95% of time (excluding Government caused delays)

MARGINAL

T/O milestones/ performance dates met less than 95% of time (excluding Government caused delays)

UNSATISFACTORY

T/O schedule/performance dates met less than 80% of time (excluding Government caused delays)

EXCEPTIONAL

Actual T/O resource mix maintained within originally awarded TO resource mix

VERY GOOD

Actual T/O resource mix maintained within 1% of originally awarded TO resource mix

SATISFACTORY

Actual T/O resource mix maintained within 3% of originally awarded TO resource mix

MARGINAL

Actual T/O resource mix maintained within 10% of originally awarded TO resource mix UNSATISFACTORY Actual TO resource mix exceeds 10% of originally awarded TO resource mix

EXCEPTIONAL

Actual T/O small business participation meets or exceeds small business participation goals.

VERY GOOD

Actual T/O small business participation meets 90% of small business participation goals.

SATISFACTORY

Actual T/O small business participation meets 80% of small business participation goals.

MARGINAL

Actual T/O small business participation meets 75% of small business participation goals.

UNSATISFACTORY

Actual TO small business participation meets less than 75% of small business participation goals.

Small business participation percentages are based on total task order value. Small business participation percentage for performance rating calculated by adding equally weighted total small business participation, woman-owned small business participation, small disadvantaged business participation service disabled veteran owned participation and historically underutilized business zone small business participation.