WG-00033-8J_TPG.docx

RENOVATE BUILDING 620 Page 15 of 15 IJO No. WG-33-8J

TECHNICAL PROVISIONS

GENERAL

RENOVATE BUILDING 620

IJO NO WG-33-8J

FS-3670

1.1.2.4 Removal of trees grown at HVAC exterior units and at foundation walls.

1.1. 2.5 Replace roof access hatch and associated ladder.

1.1. 3 Interior

1.1.3.8 Gang toilets to be reconfigured.

1.1.3.9 Install new plumbing systems including fixtures, piping and domestic water heating systems.

1.1.3.10 Install new fire sprinkler system including riser, alarms, piping and sprinkler heads.

1.1.3.11 New Furnishing Package (M work)

1.1.4 Site

1.1.4.1 Re-grade to promote positive drainage away from building and lower base grade line to be below level of flashing.

1.1.5 Conveyance Systems

1.1.5.1 Existing Stairs – Upgrade to code compliance.

1.1.5.2 Elevator (L work) new elevator tower addition to building in accordance to code.

1.3 WORK BY OTHERS: The Contractor shall afford the Government and separate contractor’s reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall connect and coordinate his work with theirs as required by the Contract Documents.

2.1.2 Work Requiring Outages – Work requiring outages of utilities or building systems will be accomplished in accordance with prior approved schedules.

2.2. Outages – The contractor’s work requiring outages of utility or building systems will require 15 day advance notice and will be subject to the approval of the Contracting Officer. Notice shall include type of outage, date, and time outage will commence and estimated duration of outage.

2.3. Continuity – All tools, labor, and materials required to complete any item of work within a given work area or requiring an outage of any building utility or system, shall be available at the site prior to commencement thereof. Once work has commenced on an item of work said work shall be continuously and diligently performed to completion and acceptance.

2.4. Road and/or Railroad Closures – Road and/or railroad closures will require a 15-day advance written notice and be subject to the Contracting Officer’s approval. Notice shall state reason for closure, date and time closure will commence and estimated duration of closure. A sketch shall be provided showing location of closure area and placement of barricades and signs. Closures shall be limited to a maximum of 5 calendar days.

2.5. Entry – Entry to all areas, except the cantonment area, shall be coordinated with Range Control, Building 8302 (intersection of Highway 144 and Fort Stewart Road 47) and the Provost Marshal’s Office.

2.6. Fire Zone – The contractor is required to provide 72-hour notice to the Contracting Officer prior to the final programming of the fire zone information at the main fire station.

3. CONSTRUCTION ACTIVITIES:

3.1 Contractor shall submit a Safety Plan and Construction Schedule to the Contracting Officer’s Representative (COR) 10 days in advance of any construction activities to arrange specific schedule for performing work as required by this Contract.

3.2 QC plan Attachment

4. FACTORS AFFECTING PERFORMANCE UNDER THIS CONTRACT:

4.1 The Contractor shall coordinate use of the site for access, staging, and parking with the Contracting Officer.

4.2 Contractor shall be responsible for limiting access of his employees and subcontractors to the area of work defined in the Contract. Contractor shall not have access to restrooms and amenities such as vending machines unless granted permission by the Contracting Officer.

4.3 Contractor shall maintain haul routes to and from the job sites and the borrow pits, to include the borrow pit. In addition it is the contractor’s responsibility to meet all Local, State and Federal regulations for the operation of a borrow pit. Contractor shall control runoff and erosion on all excavation and backfilling operations.

4.4 FS/HAAF has a mandatory recycling program. Unless otherwise specified, the Government retains all salvage rights. Contractors shall recycle construction & demolition debris as required by the Installation's recycling clause, 52.000-4061: RECYCLING, SALVAGE, AND DISPOSAL OF MATERIALS FORT STEWART AND HUNTER ARMY AIRFIELD. Materials will be broken down when delivered to the Recycling Center (to include metal equipment). Scrap metal will be cut down to no larger than 4 square feet in size.

4.4.1 REQUIRED SUBMITTAL ITEM: The Contractor shall (a) submit copies of all disposal weight/landfill scale tickets to the COR as described in the Referenced Recycling Clause for any off-post disposal or approved Contractor-retained salvage items within 10 days of removal; and (b) turn in all recyclables generated during the entire term of the Contract (unless otherwise approved for off-site disposal/salvage). Contractor, through COR, will coordinate with the DPW Environmental Division (912-767-2010 or 767-8880) to arrange for turn-in of recyclable/salvageable materials.

Chillers, pumps, HVAC units, and similar equipment must be logged on an applicable inventory/certification document prior to turn-in to recycling yard (see attachment for example). The form will be used to track the removal of units from facilities, refrigerant removal certification (if applicable), and a chain of custody from removal technician thru supply manager to recycling technician. The serial number and facility number will be listed on each form and one form may contain more than one like item. Recycling Yard personnel will verify document to items turned in, sign the document, and retain a file copy. Contractor shall submit this form to the KO. Additionally, damaged HVAC system may be accepted as scrap metal at the Recycling Scrap Metal Yard, Bldg 1143, provided any and all freon has been certified as being removed from the system.

4.5 Installing Storage Tanks on Fort Stewart and Hunter Army Airfield

4.5.1 Underground Storage Tank Moratorium. FS/HAAF has had a moratorium on underground storage tank installations since 2002. The installation of any underground storage tank and associated piping for the purpose of containing regulated and/or hazardous substances is strictly prohibited in the case where at least 10% of the total volume (tank + piping) is below the surface of the ground. Similarly, tanks in vaults for the purpose of installing tanks below grade are not acceptable.

4.5.2 Design Requirements for Aboveground Storage Tanks

a) Provide appropriate secondary containment (40 CFR 112.8(c)(2)). All aboveground storage tanks used for the purpose of storing regulated and/or hazardous substances must be double-walled. In order for a tank to be considered double-walled, the interstitial space between the inner and outer wall must be able to be inspected visually or the interstitial space must be equipped with a sensor capable of alarming in case of liquid in the interstice (access to the interstice must also allow for the periodic removal of liquids)

b) Provide tertiary containment (in accordance with 40 CFR 112.8(c)(3)). All aboveground storage tanks must be placed on an impervious diked concrete housekeeping pad designed to catch spills caused from transferring substance to/from the tank. This housekeeping pad must come with a valve that allows for the discharge of rainwater from the diked pad after a visual inspection has been done to determine that the water is clean.

c) Provide Instrumentation (Provide good engineering practices to avoid unwanted discharges, 40 CFR 112.8(c)(8)))

0. All aboveground storage tanks must come with a high liquid level alarm that emits both an audible and visual signal to alert operators that the tank must be emptied before further use.

0. The tank must also be equipped with a level gauge that allows for determining the level of liquid in the tank.

0. In the case of any tank equipped with a pump for the purpose of dispensing of a stored substance, the pump must have an automatic cutoff to prevent overfilling of a container.

d) Provide Labeling. All aboveground storage tanks should be labeled IAW all applicable local, state, federal laws, or industry standard. At a minimum, the tank should display an appropriate hazard warning, material ID, and storage capacity.

4.6 Removing Underground Storage Tanks (USTs) on Fort Stewart and Hunter Army Airfield

4.6.1 Tank Removal Guidance.

Note to ENGINEER - The Georgia Underground Storage Tank Management Program (GA USTMP) requires the removal of tanks after they have fulfilled their useful purpose and have been out of service for a period of twelve (12) months. Be aware that some tanks do NOT meet current tank standards but have an exemption from those standards based on their current use (e.g, heating oil tanks). If the use changes those exemptions may no longer apply and the tank must be removed and if still needed will require replacement with an aboveground tank (see 4.5).

Removal will follow the standards for removal and closure of registered tanks as outlined in the Georgia Underground Storage Tank Management Program (GA USTMP) guidance document (ref GA Rules 391-3-15-.11). As a minimum soil samples must be taken and analyzed from the excavated pit’s walls and floor. A groundwater sample must be taken if a soil sample is not possible from beneath the UST. Soil and groundwater samples must be tested for benzene, toluene, ethylbenzene and xylenes (BTEX), total petroleum hydrocarbons-diesel range organics (TPH-DRO), and polynuclear aromatic hydrocarbons (PAHs). The USTs and associated piping must be removed and triple rinsed with water. Rinse water must be containerized (in drums or a tank) and analytical testing conducted by a certified Georgia laboratory, so the product can be correctly coded/classified on a Non-hazardous Manifest signed by an authorized representative from the DPW Environmental Division. Disposal of materials (soil/rinseate) must be coordinated with the DPW Environmental Division. See 4.4 for Recycling of cut up tank.

4.6.2 REQURED SUBMITTAL ITEM: Contractor shall provide (a) 24- hour notice (and a POC/telephone number) prior to UST removal activities to allow time for DPW Environmental Division representation at the site during the time these tanks are being removed from the ground. DPW Environmental POC: Algeana Stevenson at 912-315-5144; (b) All lab tests and manifests for disposal of any contaminated soil/rinseate (pre-coordination with DPW Environmental required). Letter and photo documentation (hard copy and digital) of the UST removal process is required by the DPW Environmental Division Restoration Section from the UST removal contractor; and (c) confirmation cut up tank was delivered to the Recycling Center.

a) The contractor must submit three copies of the water main extensions, well design, and/or storage tank design and specifications.

b) All drawings and specification shall be stamped by a GA certified P.E.

c) Water Extension Submittal Forms will be required for any project that has more than one service connection or if the water line tapping off the main is at least 6 inches in diameter.

d) Well drilling logs and source sampling data will be submitted upon completion of all wells.

4.7.2 Wells and Water Storage Tank

The contractor must follow the specific guidance as stated in the GA EPD’s “Minimum Standards For Public Water Systems”. This document can be found on the GA EPD’s web site: http://www.gaepd.org/Files_PDF/techguide/wpb/standards.pdf .

4.7.3 Lead Requirements

a) Reference the Safe Drinking Water Act (as amended 4 JAN 2014) regarding standard for the lead content in plumbing materials. Lead content in solder and flux will not exceed 0.2% and lead content in the wetted surface of pipes, pipe fittings, plumbing fittings, and fixtures used in public potable water systems will not exceed 0.25%.

b) Prior to building turnover (as a minimum this is inclusive of all youth occupied facilities-Elementary Schools, Child Development Centers, and Youth Activity Centers), the potable water system throughout the building shall be flushed IAW Technical Information Paper No. 31-010-0911, Guidance for Reducing Drinking Water Lead Levels in New Buildings.

4.7.4 Meters. All new water service connections must be metered. See specific water meter & meter data managmennt system requirements below.

a) Electrical meters and instrument transformers shall meet or exceed the following minimum requirements:

1. Measure quantities. Electrical meter quantities measured are Power (kilowatt), average demand over 15 minute intervals and Energy (kilowatt-hours).

2. System Accuracy. System accuracy for the meter product devices including instrument transformers shall not exceed 1% as calculated using the Root Sum Square (RSS) method and assuming normal distribution.

3. Meter Accuracy:

i. For facilities with connected 1oads equal to or greater than one (1) mega volt-ampere (MVA), meter certification shall be NEMA/ANSI C12.20, Accuracy class 0.2%.

ii. For facilities with loads less than 1MVA, meter certification shall be IEEE/ANSI C12.16, Accuracy class 0.5%.

4. Communication Protocol. Meters shall communicate via either Modbus RTU or ANSI/CEA-709.1b (LonTalk) protocols or as otherwise specified.

5. Auxiliary data ports. Unless otherwise specified, electrical meters shall have a minimum of two pulse inputs for incorporation and transmission of other external meter data.

6. Surge Protection. IEEE/ANSI C37.90.1, Standard surge withstand capability (SWC) tests for relays and relay systems associated with electric power apparatus.

7. Current transformers (CTs) sized properly so that the meter secondary of the transformer shall output current to ensure at least a plus or minus 0.6% accuracy of current when measured between 10% and 90% of full amperage range.

i. CTs shall not exceed 5 amps on the secondary side.

ii. Burden on CTs shall not exceed rated burden for the accuracy class.

iii. CTs shall be provided in split core configuration. 1.7.4 CTs shall be provided in the appropriate ranges to meet the service entrance amperage requirements.

iv. For facilities with a connected load equal to or greater than 1MVA, CT certification shall be IEC 185 or ANSI/IEEE C57.13 for 0.3% accuracy class or better.

v. For facilities with a connected load less than 1MVA, CTs shall revenue grade and certified per IEEE/ANSI C57.13 or IEC 185.

8. Current sensors shall be sized properly for the application and provide a voltage (normally 0-2 volts) to the meter that results in at least a plus or minus 0.6% accuracy of current when measured between 10% and 90% of full amperage range.

9. Voltage or Potential Transformers (PTs) sized properly so that the meter secondary of the transformer shall output voltage to ensure at least a plus or minus 0.6% accuracy of voltage when measured from zero to the IEEE/ANSI C57.13 or IEC 185 specified standard burden, at the specified standard burden power factor, and at any value from 90% to 110% of rated voltage.

i. For facilities with a connected load equal to or greater than 1MVA, PT certification shall be IEC 185 or IEEE/ANSI C57.13 for 0.3% accuracy class or better.

ii. For facilities with a connected load less than 1MVA, PTs shall be revenue grade and certified per IEEE/ANSI C57.13 or IEC 185.

iii. 1.9.3) Burden on PTs shall not exceed rated burden for accuracy class.

10. Data Storage. Unless otherwise specified, the meter must be capable of providing and storing required interval data for a minimum of 30 days.

11. Environmental Tolerances of Metering Devices.

i. Meters shall be installed in indoors/interior locations and rated for operation and storage from 0° - 50° C or better and 5 to 90% relative humidity (non condensing). Interior meters shall be provided with or installed within a NEMA 12 enclosure.

b) Advanced Metering Data Management System front end computer requirements are:

1. Data encapsulation format shall be Extensible Markup Language (XML) and Simple Object Access Protocol (SOAP) for future output to a remote centralized meter data management system.

2. Storage of metered data for at least 2 years.

3. Display:

i. Display of data upon request and selectable from 1 minute to 15 minutes for kW.

ii. 2.3.2) Final install of front end equipment shall, at minimum, display accurate data readings for each meter in a text format. Customization of the user interface is not required. Two hardcopies and two electric copies (DVD or CD) of detailed instructions shall be provided for customization and integration of additional display features that are not prepared at the time of final install.

iii. Display capability shall include multiple graphical formats such as data vs. time (minutes, hours, days, weeks, months, and year) comparison between metered data from two or more meters and other standard meter data.

4. System expansion capability of 50 times for incremental future growth of metered data to include water, gas and steam.

5. Data Transmission Media is LAN, Radio Frequency, or Power Lines for interface of metered data to the Advanced Metering Data Management System, whichever is most economical for the site.

4.7.5 Backflow Prevention Device. REQUIRED SUBMITTAL ITEM: The Contractor shall submit through the COR to the DPW Environmental Division (a) type of backflow device with make, model, manufacturer, serial number and GPS coordinates for the installed location of the device; and (b) certifications by a certified backflow prevention installer/tester of backflow testing performed for each testable backflow device. The certified installer/tester will be certified from an approved state of Georgia Backflow Prevention Training Program.

4.7.6 Water Conservation Requirements. IAW the Georgia Water Stewardship Act (GWSA), Section 8, water fixtures will meet the following minimum water conservation standards (note – Section 8 of the GWSA can be found on the bottom of the Georgia Environmental Protection Division’s website: http://www.gaepd.org/Documents/outdoorwater.html ):

a) Toilets will not exceed 1.28 gallons per flush.

b) Showerheads will not exceed an average of 2.5 gallons of water per minute at 60 pounds per square inch of pressure.

c) Urinals will not exceed 0.5 gallons per flush.

d) Lavatory faucets will not exceed 1.5 gallons per minute flow.

e) Kitchen faucets will not exceed 2.0 gallons per minute flow.

4.7.7 Sanitary Inspections

Prior to turn over of any buildings, the Contractor, through the COR, will coordinate with Environmental Health, (912) 435-5721 or (912) 257-1220, for bacteriological testing to ensure drinking water lines (e.g. Drinking fountain, utility sink, etc...) have been super-chlorinated with positive chlorine residuals and are free of any bacteria.

4.7.9 Fire Hydrants

a) Hydrants shall be disinfected IAW AWWA Standard C651-5. Prior to placing into service, the Contractor, through the COR, will coordinate with Environmental Health, (912) 435-5721 or (912) 257-1220, for bacteriological testing to ensure drinking water lines (e.g. Drinking fountain, utility sink, etc...) have been super-chlorinated with positive chlorine residuals and are free of any bacteria.

b) Hydrant models specified should be those equipped with an anti terrorism device.

4.7.10 Demolition

a) Ensure all water service connections with discontinued service due to abandonment or demolition are properly and permanently capped and sealed to prevent the escape of potable water or possible contamination.

b) Remove all asbestos lines that are abandoned as a result of a project.

4.8 Wastewater Requirements

4.8.1 REQUIRED SUBMITTAL ITEM: If a new sewer main, septic tank, and/or lift station will be installed, it is required that the contractor submit applications for GA EPD approval through DPW Environmental Division Wastewater Program Manager. At least 100 days prior to construction, the Contractor must submit the following through the COR to the DPW Environmental Division, Prevention and Compliance Branch to the attention of the Wastewater Program Manager (912-767-4937 or 767-2010).

a) The contractor must submit three copies of the sewer main extensions, septic tank, and/or lift station drawings and specifications.

b) All drawings and specification shall be stamped by a GA certified P.E.

c) Sanitary Sewer Extension Submittal Forms or Underground Injection Control Non-Domestic Septic System Forms will be submitted for any project that extends the sanitary sewer main, includes installation of a lift station or installation of septic tank/ leach field or septic system.

4.8.2 Lift Stations. The following are required:

a) High level alarm (visual & audible).

b) Perimeter fencing.

c) A Supervisory Control and Data Acquisition (SCADA) System compatible with the current system used on the Installation (thermostat controlled panel heaters will need to be included on transmitter units).

d) Emergency bypass.

e) Electric generator. The standby generator must be commissioned in accordance with applicable OSHA, EPA, NEC and NFPA 110 Section 16620 Sanitary Sewer Pump Station Emergency Pump Station Standards. If diesel fuel generators are used (rather than natural gas) the fuel storage tanks must be double walled ASTs as described in 4.5.

4.8.3 Demolition

a) Ensure all sewer service connections are properly disconnected prior to demolition. Permanently cap and seal service connections to prevent the infiltration of groundwater or surface water into the sanitary collection system.

b) The contents of septic tanks will be pumped out and properly disposed of at a wastewater treatment plant. The septic tank will be removed from its current location and the tank must be either recycled or otherwise properly disposed. After removal, backfill will be placed and compacted. The leach field soil may remain in place to naturally attenuate after abandonment of the site.

4.9 HVAC/Refrigerant Requirements:

4.9.1 Only a certified refrigerant technician is authorized to perform work on a unit containing ozone depleting compounds(ODCs).

4.9.2 Prior to removal and disposal of an existing refrigerant containing unit, all liquid refrigerant must be evacuated using refrigerant recycling/recovery equipment that meets the requirement of 4.9.3 below.

4.9.3 Recovery Equipment: Refrigerant recycling or recovery equipment manufactured after 15 NOV 1993 must be tested, certified, and labeled: “THIS EQUIPMENT HAS BEEN CERTIFIED BY [LIST APPROVED EQUIPMENT TESTING ORGANIZATION] TO MEET EPA’S MINIMUM REQURIEMETNS FOR RECYCLING AND RECOVERY EQUIPMENT INTENDED FOR USE WITH [APPROVED CATEGORY OF APPLIANCE].

4.9.4 Replacement of Class I or II ODC containing units. Note to Engineer - Phase out of Class I or II ODC refrigerant will increase lifecycle costs as refrigerant becomes harder to obtain. To that end, and to the maximum extent practicable, Class I and Class II substances shall be replaced with units that use non-ozone depleting compounds.

4.9.5 Containers used to store or transport Class I or Class II ODCs for any length of time, require this warning statement: “WARNING: Contains (list name of ODC), a substance which harms public health and environment by destroying ozone in the upper atmosphere.”

4.9.6 Disposition of Recovered Refrigerant: Refrigerant that will not be reused in the replacement unit must be handled as follows:

- Usable refrigerant must be turned over to DPW O&M for re-use (cascading) in like units at this installation only (ie, cannot be transported between Fort Stewart and Hunter Army Airfield). Unusable refrigerant must be turned in to DPW Environmental for proper disposal.

4.9.7 REQUIRED SUBMITTALS: The following information shall be submitted to the DPW Environmental Air Program Manager (912-767-0250 or 767-2010) regarding removal or installation of a refrigerant containing unit within 7 days of removal or installation: Manufacturer name, model number, serial number, refrigerant used (R-11, R-22, etc.) and charge of refrigerant (in lbs). All service records and copies of leak rate calculations performed (as required by 40 CFR 82) for refrigerant containing units must be submitted to the DPW Environmental Air Program Manager within 7 days.

4.10 Boilers, Hot Water Heaters, Heating Units, and Burners

4.10.1 REQUIRED SUBMITTALS: The following information must be submitted to the DPW Environmental Air Program Manager (912-767-0250 or 767-2010) regarding removal or installation of any boiler, hot water heater, heating unit, or burner within 7 days of removal or installation: manufacturer, model number, serial number, BTU rating, fuel type to be used, if the unit produces steam, and size of the water tank (if any) associated with the unit.

a) The above information will be used to determine if the new boiler being installed will be subject to new boiler regulations (Boiler NESHAP) and/or permits. Note, Clean Air Act permitting must be obtained prior to the installation of the following significant air emission sources: new boiler/hot water heater/heating unit which combust liquid fossil fuels with a maximum heat input rating equal to or greater than 10 MMBtu/hr and new boiler/hot water heater/heating unit which combusts solid fuel (biomass, coal, etc.) with a maximum heat input rating equal to or greater than 5 MMBtu/hr. Permitting is as lengthy process (6 months – 1.5 years).

b) Any necessary permits must be obtained prior to construction/installation.

c) If the boiler is subject to the Boiler NESHAP, it will need to comply upon startup.

4.11 Cultural Resources Management (CRM)

4.11.1 Should NEPA comments (such as a REC) specify consultation with CRM, this consultation must happen prior to implementation of project.

4.11.2 Accidental Discovery of Remains and Artifacts

a) Ensure that the SOP for Accidental Discovery of Archaeological Deposits and/or Human Remains is followed (See attached SOP).

5.1 The Contractor shall be responsible for maintaining one set of master/record construction drawing prints on the job site on which he shall keep a neat and accurate record of all deviations from the original contract documents as the work progresses. The contractor is responsible for noting all changes and correction on these master/record construction drawing prints promptly as the changes occur in red ink(redline prints) and note date when these changes occurred, but in no case less often than on a weekly basis. The master/record construction drawing prints which are maintained in red ink shall indicate all the changes and modifications incorporated into the work as well as the following:

5.1.1 Actual locations of all subsurface and concealed utility lines, type of materials used, sizes, etc. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered or obscured, the master/record construction drawings shall show by offset dimensions to two permanently fixed surface features. Valves, splices boxes and similar appurtenances shall be located by dimensions along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

5.1.2 Any shop drawings that constitute part of the design shall be included with the record drawings.

5.2 The master/record (redline construction drawings) prints with corrections, such as field changes and contract modifications, shall be certified by the Contractor as to their correctness and submitted to the Contracting Officer’s Representative for approval. Once these provisional master/record (redline construction drawing) prints have been approved by the COR, the COR will obtain a compact disc (CD) of computer generated construction drawings from the DPW Engineering Service Division, Building 1114 at Ft. Stewart or Building 1021 at Hunter AAF, as applicable. The contractor shall then transfer all corrections from redline construction drawing prints to the compact disc (CD) of computer generated construction drawings. Corrections done shall be in MicroStation “.dgn” format. The Contractor shall note on the computer generated construction drawings the words “AS-BUILT” in the revision block with the next revision number to identify any changes made. Also, revision number identification will be placed where any changes were made. The contractor shall then submit AS-BUILT compact disc (CD) of computer generated drawing and one (1) AS-BUILT hardcopy with contractor’s redline corrections to the COR to insure accuracy that all corrections made were transferred from redline construction drawing prints to AS-BUILT hardcopy prints. Once the COR approves the AS-BUILT hardcopy prints the COR will then turn over to DPW/ ESD/ Drafting section for final approval of AS-BUILT compact disc (CD) of computer generated drawings and at this time the Contractor can receive final payment.

6. SECURITY REQUIREMENTS.

6.1 All contractor employees, to include subcontractor employees, requiring access to government installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee to the COR or the Contracting officer (if a COR has not been designated) within 30 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: https://atlevel1.dtic.mil/at.

The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

The Contractor and all associated sub-contractor employees shall comply with applicable Installation, facility, and area Commander’s local access and security policies and procedures. If required by this contract, the contractor shall also provide all information for background checks to meet Installation access requirements to be accomplished by Installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or Installation change, the Government may require changes in contractor security matters or processes.

7. ATTACHMENTS: