DRAFT_PWS_Facility_Condition_Assessments.pdf

PERFORMANCE WORK STATEMENT

FACILITY CONDITION ASSESSMENT SERVICES IN SUPPORT OF THE

AFGHAN NATIONAL ARMY (ANA) AT MULTIPLE SITES IN AFGHANISTAN

Afghanistan

CONTRACT #

8 February 2016

1. BACKGROUND. Throughout the past 15 years, the coalition has spent over $10B on facilities and infrastructure supporting the Afghan National Defense Security Forces (ANDSF). As new construction initiatives decrease, the need for operations and maintenance (O&M) of these facilities becomes more and more important. As the coalition shifts paradigms from constructing and maintaining facilities for ANDSF to Training, Advising and Assisting (TAA) Afghan Facility

Engineers to conduct their own work, there is a need to determine the condition of facilities in order to drive installation management decisions. CSTC-A/CJ ENG will provide a contract that will perform services to inventory and determine overall facility condition at all major facilities at 262

ANA installations throughout Afghanistan.

2. PURPOSE. CSTC-A/CJ ENG requires a contractor to perform inventories and condition assessments for facilities and major infrastructure on 262 ANA sites in support of the mission of the

Afghan National Army.

3. OVERVIEW. The contractor shall provide all labor, equipment, supplies, materials, and management necessary to mobilize, prepare for condition assessment (CA) operations, facilitate site access, conduct condition assessments, deliver reports and demobilize. If no asset inventory (AI) has been conducted of the site, the contractor shall conduct one in addition to a condition assessment.

CSTC-A/CJ ENG identifies 125 ANA sites that have priority and require a CA, and an additional 137 which require both inventory and condition assessments in Attachment E. There shall be three deliverables per site. One report summarizing the assessments of all facilities in English, another report of the same kind in Dari, and the condition scores must be input into the Afghanistan

Infrastructure Data Integration System (AIDIS) in both English and Dari. Reports will be submitted to Combined Security Transition Command – Afghanistan (CSTC-A), CJ-ENGINEER and The

Construction and Property Management Directorate (CPMD), Afghan National Army.

3.1. Condition Assessment (CA). The contractor shall assess the condition of all facilities, major infrastructure and equipment. Specific building and equipment elements are defined in

Attachments B and C respectively. Reports shall include a condition index rating of all buildings, major infrastructure and equipment and include a facility and installation roll up score to notionally identify assets in poor condition.

3.1.1. CA Reports will include the following:

3.1.1.1. A summary document describing the overall condition of the installation in both

English and Dari (PDF or Microsoft Word format). This document will highlight the major issues with the installation, providing supporting photographs that capture the main problems and recommendations for remediation.

DRAFT

3.1.1.2. For each installation, a single report of each facility’s condition using the form in

Attachment A (Microsoft Excel format)

3.1.1.3. For each installation, a single report of all major equipment condition using the format found in Attachment A (Microsoft Excel format)

3.1.1.4. Data will also be uploaded into the appropriate fields in the AIDIS database in both

English and Dari.

3.2. Asset Inventory (AI). For sites that that have not undergone an AI, the contractor shall conduct one in addition to a CA. AI’s are comprised of three components: pictures, drawings and tables. The contractor shall photograph every building and equipment element during the inventory. Also the contractor shall record specific data as per the Checklist in Attachment D.

3.2.1. The contractor shall conduct a site inventory by documenting and photographing each item inventoried. Items to be inventoried, include but is not limited to, facilities, buildings, and individual components of infrastructure (e.g., generators, pumps, water tanks, fences, etc.).

3.2.2. Photos will be taken for each facility or major piece of equipment inventoried. Photos will be used to capture an infrastructure component in its entirety, location at the site, serial or manufacturer identification plates, and individual components (e.g., read out screens, digital control components). The photos must be of sufficient resolution to allow for the reading of serial numbers and manufacturers' information. For buildings, photos will be taken of the exterior. Geospatial information shall be captured with photos. At a minimum, photographs will be delivered embedded in pdf documents.

3.2.3. The contractor shall produce a site drawing of the installation, indicating the facility number, name (if applicable) and facility type. This drawing should be sufficient for a person unfamiliar with the installation to use to locate the various functions on the base.

3.2.4. The contractor will produce a summary table that catalogues all assets on the installation.

3.2.5. Successful performance is achieved by the contractor when the submittal of a complete and accurate site inventory is accepted by the CSTC-A COR. A successful site inventory consists of the following components:

3.2.5.1. A summary document that overviews the base’s purpose, location, geography, occupants, approximate occupancy levels. This document should be concise and sufficient for someone to read to garner an understanding of the base’s use, occupancy and any other pertinent issues.

3.2.5.2. A single full and complete inventory should be submitted for each installation electronically to CSTC-A/CJ ENG and CPMD (English and Dari) in MS Excel format.

3.2.5.3. All inventory information to include photos and drawings should be uploaded to

AIDIS in English and Dari.

3.3. Report Submissions. The contractor shall submit reports digitally to CSTC-A/CJ ENG and to the Afghan Ministry of Defense (MoD) subsidiary: Construction Property Management

Department (CPMD). Results of the CAs and IAs will be input into AIDIS as well.

4. CONTRACT REQUIREMENTS.

4.1. The contractor shall be responsible for providing all equipment necessary for performing this task order including laptops with necessary software (Excel, Word, Power Point, and CAD).

The contractor is encouraged to use smartphones in lieu of digital cameras and GPS devices in areas where the security situation renders it advisable to do so.

4.2. The contractor shall be responsible for arranging all travel for its employees into Afghanistan and for all logistics to include airplane tickets, lodging, food, transportation, etc. The

Government will not be providing any international travel assistance for this task order. The

Government will not directly bear any costs for international travel associated with the completion of this task order.

4.3. The contractor is responsible for complying with all administrative requirements including

SPOT, country clearances, and CMRA Reporting.

4.4. All contractor personnel are subject to Government regulations regarding, among other things, confidentiality of project information that may be available or become known to contractor personnel in the course of executing the services listed within this Scope. Selected contractor personnel may be required to sign a non-disclosure statement to be provided by CSTC-A/CJ

ENG.

5. CONTRACTOR PERSONNEL/STAFF. When security permits, contractor shall identify themselves as contractors when attending meetings, or working in situations where their actions could be construed as official U.S. Government acts by U.S. Government personnel or third parties.

Contractor personnel are precluded from performing inherently governmental functions as defined by

FAR 7.5.

6. TECHNICAL REQUIREMENTS.

6.1. Site Access. The contractor will coordinate site access directly with ANA and with the help of

CSTC-A and CPMD. The contractor shall employ a team of Afghan Command Liaisons (CMD

LNO) for each of the 7 ANA Commands. These LNOs will work directly with the ANA commands and CPMD to gain site access for all teams throughout the duration of the project.

Site access is anticipated to be an ongoing challenge. Several provisions must be employed to ensure access is not an issue.

6.1.1. The contractor will provide a digital copy of the CA/AI schedule to CSTC-A/CJ ENG and a Dari copy to CPMD. This schedule will include sites and specific facilities to be assessed and on which date they intend to begin and complete each assessment.

6.1.2. The contractor will continually update the schedule with bases that have been completed and any changes to the proposed schedule. This update will be provided to the COR (in

English) and CPMD (in Dari) on a weekly basis.

6.1.3. The contractor will coordinate a pre-assessment meeting with CPMD and CSTC-A/CJ

ENG no later than 14 days prior to beginning an assessment or group of assessments.

This will allow both CPMD and CSTC-A to arrange for base access and appropriate

CPMD manpower to attend.

6.1.4. If the contractor attempts to gain site access to no avail, the contractor will provide a written report in both English and Dari with specific details on what base was attempted to be accessed on what date and specifically who denied their access (including their name, position and phone number). This report will be provided to the COR and CPMD within 12 (twelve) working hours of the failed attempt. CJ ENG and CPMD reserve the right to 24 (twenty four) working hours to resolve the issue and ensure access is granted.

If after contact is made with the host installation to no avail, the site is deemed a

“Frustrated Site” and will be reported as such by the contractor. The contractor’s field personnel shall move on to another site. Frustrated sites will be replaced with a site of similar size from a list of alternate locations.

6.2. Condition Assessments – Buildings, Infrastructure & Equipment. Upon gaining site access, the contractor shall assess the entire site to include Buildings, Equipment, and major infrastructure using the Condition Index Assessment Manual (Attachment A) as a guide for assessment. Contractor is required to use the format found in this manual for assessments.

Contractor may combine multiple reports into one excel spreadsheet for ease of compilation for each installation, so long as individual facilities and equipment are easily identifiable.

6.2.1. Facility Condition Assessment scope. For each facility, assessments shall be completed at the system level and rolled into an overall facility condition score. Each system will receive a score based on direct observation by the assessor. The manual for conducting condition assessments can be found in Attachment A. For the purpose of facility condition assessments, all systems within 3 (three) meters of the facility should be assessed as part of that facility.

6.2.1.1. Specific Facility Systems, a complete list with components is found in

Attachment B.

Code Building System

A10 Foundation

B20 Basement

B10 Superstructure

B20 Exterior Enclosure

B30 Roofing

C10 Interior Construction

C20 Stairs

C30 Interior Finishes

D10 Conveying

D20 Plumbing

D30 HVAC

D40 Fire Protection

D50 Electrical

6.2.2. Infrastructure & Equipment Assessment scope. Major infrastructure and equipment on each installation should also be assessed using the same methodology as facilities.

Infrastructure and equipment to be assessed is listed below:

− Force Protection (T-walls, ECP structures, etc)

− Power Generation & Distribution (Power plants, transformers, power panels, power lines)

− Water infrastructure (water treatment plants, water distribution systems, pumps, wells)

− Wastewater infrastructure (wastewater treatment plant structures and effluent, lift stations, collection)

− Storage tanks (water & fuel, above and below ground, cathodic protection)

− Other Equipment & infrastructure (such as important improved roads)

The contractor will, upon arrival and pre-assessment of the site, report in writing which infrastructures they intend to assess at a given installation.

6.2.3. Field Assessors shall determine overall condition index using model in Condition Index

Assessment Manual. For each index that is 75 or lower, the contractor shall:

6.2.3.1. Highlight the index cell in the Index Form.

6.2.3.2. Comment on the discrepancy on the Comments Form and in AIDIS.

6.2.3.3. Take one or more pictures of the discrepancy.

6.3. Asset Inventory – Buildings & Equipment. If not already complete, the contractor shall conduct an AI of the installation prior to conducting a CA. AI’s are broken into three main parts: checklists, pictures, and drawings.

6.3.1. Checklists. The “Checklist” found in Attachment D is essentially a form that shows exactly what the contractor is responsible for inspecting and which data are required. This is subject to minor changes that should not result in any re-visiting of sites or any changes to AI work rate. The contractor shall inventory all on-site equipment that is in the checklist. Most of the fields in the content in the checklist pertains to equipment, but it also requires the contractor to identify and inventory buildings and some force protection elements (to include Entry Control Points [ECPs] and perimeter walls).

6.3.2. Pictures. Photographs will be taken of each item inventoried. Photos will be used to capture components in their entirety. Photos should include serial or manufacturer identification plates, and individual components (i.g., read out screens, digital control panels). The photos must be of sufficient resolution to allow for the reading of serial numbers and manufacturers’ information. For buildings, photos will be taken of the exterior and interior.

6.3.3. Drawings. Drawing instructions are found in the checklist. They are broken into two types: Installation Drawings and Building Drawings.

6.3.3.1. Installation Drawings.

(1) Measure and draw perimeter wall. Show location of gates and guard towers.

(2) Show location of paved (asphalt / concrete) roads parking areas, and sidewalks.

(3) Measure outside dimensions of all buildings.

(4) Show main entrance to each building.

(5) For each building, measure a minimum of 3 distances from one or more building corners to the perimeter wall or another building.

(6) Show location(s) of generator(s) and fuel storage tank(s).

(7) Show location(s) of water well(s) and water storage tank(s).

(8) Show locations of all GPS readings.

6.3.3.2. Building Drawings

(1) Compare as-built drawings against what was constructed. Red-line differences.

(2) When as-built drawings are not available, prepare single-line schematic drawings using a CADD program. For each building floor, measure the dimensions of each room and show location of the following:

a. Doors

b. Air Conditioning Units

c. Water Heaters

d. Toilets

e. Sinks

f. Showers

(3) Measure outside dimensions of all buildings.

(4) Show main entrance to each building.

6.3.4. Additional.

6.3.4.1. CPMD Participation. The contractor shall be willing to conduct CAs with members of CPMD during each assessment. The purpose of this is to allow CPMD to develop engineers to eventually conduct CAs with organic manpower. The contractor is NOT required to direct, instruct or otherwise advise CPMD. Furthermore, the contractor is not obligated to receive direction, orders or instruction from CPMD attendees.

6.3.4.2. Satellite Image. Checklists, pictures and drawings comprise the majority of the AI effort. The contractor shall also provide a satellite picture of the installation using

Google Earth or a comparable service. The contractor shall overlay a line that represents the approximate perimeter of the installation.

6.3.4.3. Grid Coordinate Requirements. Grid coordinates are required as per the following guidance:

(1) Geographic Coordinate System. Grids should be recorded as latitude/longitude, not military grid reference system (MGRS).

(2) Drawings. The purpose of grid coordinates on the drawings is to help determine the approximate area of the installation. The contractor shall record grid coordinates that support that intent. Contractor shall show grid coordinates at the corners of the perimeter, the ECP, and should the perimeter be in an arch, the contractor shall label a few points along the arch.

(3) Checklists. In the checklist, grid coordinates are required for each item of equipment. The contractor shall use the grid coordinate for the installation’s

ECP. The purpose of this is to direct operations and maintenance service providers to the installation’s access point.

6.4. Project Management Reports and Site Reports

6.4.1. Project Management Reports.

6.4.1.1. Weekly. The contractor shall provide weekly project management reports to the

CSTC-A/CJ ENG COR. The contractor shall participate in meetings or teleconferences that may be scheduled to discuss the weekly performance report submitted.

6.4.1.2. Monthly. The contractor shall participate in a monthly progress meeting with

CPMD and CJ ENG to ensure performance is satisfactory and CPMD receives the information they need to continue base access, training or any other requirements within scope.

6.4.1.3. End of Performance Period. The contractor shall provide the CSTC-A/CJ ENG

COR with a self-assessment of their performance. This self-assessment shall also include lessons learned during the execution of this contract.

6.4.2. Site Reports. The contractor shall submit reports on two occasions.

6.4.2.1. First, the contractor shall submit reports on or around the time when the reports are complete, throughout the lifecycle of the project. The purpose of this submission is to provide the client with the finished product for their review, comments and quality assurance checks. The contractor shall submit reports approximately once per week via the AMRDEC file transfer system. The submission should include all reports finished during the previous week. This report shall be composed in both English and

Dari.

6.4.2.2. Secondly, during project closeout, the contractor shall submit all reports digitally on

DVD, an external hard drive, or the like.

6.4.2.3. Report Format. In both cases above, the format of the report will be summarized in one PDF document per site along with the raw data provided in Excel format. Along with these submittals, the contractor will upload all data to AIDIS (both Dari and

English). If the document is in excess of 20-MBs, the contractor may break the final site report into two or more parts. Upon the request of CPMD, roll-up reports will be translated to Pashto as well, but only on an as-needed basis.

6.4.2.4. The distribution list will be established by the CSTC-A/CJ ENG PM.

7. MISCELLANEOUS / OTHER.

7.1. The Contractor shall be subject to Government regulations regarding, among other things, confidentiality of project information that may be available or become known to contractor personnel in the course of executing the services listed within this Scope. Selected contractor personnel will be required to sign a non-disclosure statement to be provided by COR.

7.2. Contractor will be responsible for facilitating site access directly with CPMD and ANA installations.

7.3. Contractor performance assessments will be performed in accordance with the contractor’s work plan which shall have quality control measures therein.

8. PERFORMANCE PERIOD. The contractor shall perform the work and submit all reports within 9 months of the notice to proceed. One option period shall also be priced for re-assessments of all sites or assessments of new sites.

9. AUTHORIZED CHANGES. The contractor shall accept contractual change instructions only from the Contracting Officer. However, coordination of routine technical matters with U.S. Army Corps of

Engineers personnel will be accomplished through the Middle East District Contracting Officer

Representative listed below. The COR authorities are outlined in the COR designation letter to be sent with the award of the task order. Direct requests from other agencies should be forwarded to the

Project Manager for consideration. Changes in scope for level of effort, completion schedule, or deliverables can only be authorized by a Middle East District Contracting Officer. The contractor shall notify the Contracting Officer immediately if they have received direction to perform work outside the scope of the contract or task order.

10. CONTRACT MANPOWER REPORTING APPLICATION (CMRA): The Office of the

Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure

Army data collection site where the contractor will report ALL contractor manpower (including subcontractor manpower) required for performance of this contract. The contractor is required to completely fill in all the information in the form using the following web address:

https://contractormanpower.army.pentagon.mil. The required information includes:

(1) Contracting Office, Contracting Officer, Contracting Officer’s Technical Representative;

(2) Contract number, including task and delivery order number;

(3) Beginning and ending dates covered by reporting period;

(4) Contractor name, address, phone number, e- mail address, identity of contractor employee entering data;

(5) Estimated direct labor hours (including subcontractors);

(6) Estimated direct labor dollars paid this reporting period (including subcontractors);

(7) Total payments (including subcontractors);

(8) Predominant Federal Service Code (FSC) reflecting services provided by contractor (and separate predominant FSC for each subcontractor if different);

(9) Estimated data collection cost;

(10) Organizational title associated with the Unit Identification Code (UIC) for the Army

Requiring Activity (the Army Requiring Activity is responsible for providing the contractor with its UIC for the purposes of reporting this information;

(11) Locations where contractor and subcontractors perform the work (specified by zip code in the United States and nearest city, country, when in an overseas location, using standardized nomenclature provided on website);

(12) Presence of deployment or contingency contract language; and

(13) Number of contractor and subcontractor employees deployed in theater this reporting period (by country). As part of its submission, the contractor will also provide the estimated total cost (if any) incurred to comply with this reporting requirement. Reporting period will be the period of performance not to exceed 12 months ending September 30 of each government fiscal year and must be reported by 31 October of each calendar year.

Contractors may use a direct XML data transfer to the database server or fill in the fields on the website. The XML direct transfer is a format for transferring files from a contractor’s systems to the secure website without the need for separate data entries for each required data element at the website. The specific formats for the XML direct transfer may be downloaded from the website.

Attachment F (Contract Manpower Reporting Worksheet) will be provided to each contractor as part of the applicable solicitation or contract and is considered part of this clause.

11. POINTS OF CONTACT.

CSTC-A/CJ ENG

Resolute Support Headquarters

APO, AE 09356

CSTC-A Project Manager: Capt (OF2) Colby S. Gregory, 318-449-1449, colby.s.gregory@afghan.swa.army.mil

Contracting Officer:

Contracting Officer Representative: Capt (OF2) Colby S. Gregory, 318-449-1449, colby.s.gregory@afghan.swa.army.mil

Contract Specialist:

ATTACHMENTS.

A. Condition Index Assessment Manual

B. Building Element Subgroups

C. Equipment Element Subgroups

D. Asset Inventory Checklist

E. 262 Afghan National Army Sites

F. Contract Manpower Reporting Worksheet

Attachment A: Condition Assessment Manual

(Attached separately)

Attachment B: Building Element Subgroups

BUILDING ELEMENT SUBGROUPS

1. Sub-Structure

2. Superstructure

2.1. Basement and Crawl Space

2.2. Columns and Piers

2.3. Walls

2.4. Masonry

2.5. Beams and Slabs

2.6. Wood Joists and Beams

2.7. Steel Beams / Concrete Deck

2.8. Floors

2.9. Attics

2.10. Roof

2.11. Exterior Ceilings and Decks

3. Exterior Enclosure

3.1. Plaster

3.2. Masonry and Mortar

3.3. Metal

3.4. K-Span

3.5. Wood

3.6. Paint

3.7. White Washing

3.8. Decorative Elements

4. Roofing

4.1. Asphalt Shingles

4.2. Clay Tiles

4.3. Wood Shingles and Shakes

4.4. Slate / Stone

4.5. Metal

4.6. Built-up Roof

4.7. Projections

4.8. Galvanic Action

4.9. Flashing

4.10. Gutters and Leaders

5. Interiors

5.1. Floor Coverings

5.2. Interior Wall Finishes

5.3. Ceiling Finishes

5.4. Interior Decorative Masonry

5.5. Fireplaces and Wood-Burning Stoves

5.6. Metal Surfaces

5.7. Interior Stairs

5.8. Interior Doors and Wood Trim

5.9. Interior Windows and Wood Trim

5.10. Kitchen Cabinets and Counters

6. Plumbing and Mechanical Systems

6.1. Plumbing

6.2. HVAC

7. Electrical

8. Exterior Doors

9. Exterior Windows

10. Grounds

10.1. Walkways

10.2. Window Wells

10.3. Storm Drains

10.4. Retaining Walls

11. Roads

12. Parking Areas

Attachment C: Equipment Element Subgroups

EQUIPMENT ELEMENT SUBGROUPS

1. 400 Series – Support Equipment

1.1. 441 - 449 – Industrial Laundry Machines

1.2. 451 - 459 – Water Boilers and Fuel-Fired Water Heaters

1.3. 461 - 469 – Water Boiler and Fuel-Fired Water Heater Fuel Tanks

1.4. 471 - 489 – HVAC, Refrigeration Containers, DFAC Refrigeration Units

1.5. 491 - 499 – Elevators

2. 500 Series – Audio-Visual and Public Address Systems

2.1. 501 - 599 – Audio-Visual and Public Address Equipment

3. 600 Series – Vehicle Maintenance Equipment

3.1. 601 - 649 – Hydraulic lifts, Hoists, Tire Changer, Tire Balancer

3.2. 651 - 699 – Air Compressors

4. 800 Series – Water Systems

4.1. 801 - 829 – Well Pumps (Submersible, Hand-Operated, Surface-Mounted)

4.2. 831 - 849 – Water Distribution, Transfer, Trash Pumps

4.3. 851 - 869 – Water Storage Tanks (Underground, Surface, Elevated)

4.4. 871 - 879 – Water Treatment Systems

4.5. 881 - 889 – Water Pressure Tanks, Hot Water Expansion Tanks

4.6. 891 - 899 – Fire Suppression Systems, Fire Hydrants

5. 900 Series – Power Generation and Distribution

5.1. 901 - 919 – Generators (Stationary, Portable), Solar Panel Systems, Portable Light Towers

5.2. 921 - 929 – Power Distribution Equipment

5.3. 931 - 949 – Generator Fuel Storage Tanks

5.4. 961 - 969 – Fuel Handling Equipment

5.5. 971 - 979 – Waste Tanks

5.6. 981 - 989 – Vehicle and Aviation Fuel Storage Tanks

5.7. 991 - 999 – LPG Storage Tanks

6. 1000 Series – Force Protection Features / Structures

6.1. 1000 - 1019 – Perimeter Walls, Fences, Gates, Ditches

6.2. 1051 - 1089 – Security Lighting

6.3. 1091 - 1099 – Security Alarms

7. 1100 Series – Wastewater Treatment Systems

7.1. 1101 - 1109 – Package Wastewater Treatment Plants

7.2. 1151 - 1169 – Septic Tanks with Leach Field

7.3. 1171 - 1199 – Septic Tanks without Leach Field

8. 1200 Series – Solid Waste Disposal

8.1. 1201 - 1229 – Incinerators

8.2. 1231 - 1249 – Incinerators Fuel Storage Tanks

Attachment D: Asset Inventory Checklist

PROVIDED SEPARATELY

Attachment E: 262 Afghan National Army Sites

PROVIDED SEPARATELY

Attachment F: Contract Manpower Reporting Worksheet

Government Supplied Information

Requiring Activity (Org Title / UIC # / Contact Data

Contract Number: Task Order Number MACOM-UIC

Period of Performance Beginning Date Ending Date Federal Service Code

AMSCO

See PR&C

Element of Resource

(EOR)

See PR&C

Department See

PR&C

Operating Agency

USACE

Basic Symbol

CETAM

Fiscal Year Dollars

$ Base w/o options

Total Obligation

Dollars

$ Base + Exercised

Opts contractor or Subcontractor Supplied Data contractor Contact Information (contractor Name, Address, Phone, E-mail address)

Name of Person

Entering Data

Phone E-mail

Address

Period of Performance within

Report Period

Beginning

Date

Ending Date

Total Payments (Including

Subcontractors) $

Direct Labor Dollars (Including

Subcontractors)

Direct Labor Hours Worked (Including

Subcontractors) Actual hrs, not negotiated hrs

Location where work was performed (City, State & Zip) contractor/Subcontractor Data

Entry Flag

Presence of deployment or contingency contract language?

Number of contractor and subcontractor employees deployed in theater this reporting period (by country).

contractor’s estimated total cost incurred to comply with this reporting requirement. $ See CMRA CLIN in award

Reporting period will be the period of performance not to exceed 12 months ending September 30 of each government fiscal year and must be reported by 31 October of each calendar year.

Comment: (contractors may use a direct XML data transfer to the database server or fill in the fields on the website. The XML direct transfer is a format for transferring files from a contractor’s systems to the secure website without the need for separate data entries for each required data element at the website.

The specific formats for the XML direct transfer may be downloaded from the website)