Atta 1-1 SOW_Non-WorkPlanLCS.docx

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, AREA NORTH

UNIT #15543

APO AP 96224-5543

AMIM-YNP-G 5 December 2022

SPECIFICATIONS

FOR

PROJECT NO.: TBD

Repair Barracks Building

TBD, Korea

TABLE OF CONTENTS

1. Technical Provisions - I: Statement of Work

2. Technical Provisions - II: Technical Detail Specifications

3. Technical Provisions - III: Special Conditions

4. Appendix "A": List of Applicable Contract Drawings

TECHNICAL PROVISIONS - I

STATEMENT OF WORK

PROJECT NO TITLE LOCATION

XXXXX Repair Barracks Building TBD

1. DESCRIPTION: The work to be performed to repair barracks building is described below and executed by one or more of the groups.

1.1. Work by Contractor: The contractor shall provide all labor, tools, equipment, supplies and any other resources necessary to accomplish the scope of work contained herein as indicated in the drawings and in accordance with the specifications. This Request for Proposal (RFP) is being conducted under the Logistics Cost Sharing (LCS) program. The contractor must not use off-shore materials other than those approved by ROK MND for the work without Government approval.

1.2. Work by In-House Labor: Not applicable to this project.

1.3. Work by Troop Labor: Not applicable to this project.

2. PRINCIPAL FEATURES: This project includes the following principal features:

2.1. Schedule #I, Repair (K): All work shall be in accordance with the attached drawings and specifications.

2.1.1. Civil Work

2.1.1.1. Replace concrete sidewalk.

2.1.1.2. Replace exist concrete curb with granite curb.

2.1.1.3. Extend concrete sidewalk.

2.1.1.4. Replace AC surface course.

2.1.1.5. Restore carpet sodding with top soil.

2.1.1.6. Paint exist retaining wall.

2.1.1.7. Extend 0.7M W steel grating ditch.

2.1.1.8. Replace 1.2M W concrete step with handrail .

2.1.1.9. Extend handrail.

2.1.1.10. Replace hydrant guard post.

2.1.1.11. Replace shade shelter with two(2) movable wooden tables.

TP I-1

2.1.1.12. Repaint parking line with 150MM reflective tables.

2.1.1.13. Replace all necessary fuel tank parts including double wall pipes and etc. except fuel tank concrete pad and clean the fuel tank.

2.1.1.15. Plant crape myrtle wood tree.

2.1.1.16. Replace water line marking on sodding, sidewalk area and curved spot.

2.1.2. Architectural Work

2.1.2.1. Floor work

2.1.2.1.1. Replace deteriorated existing floor tile with new PVCT including VCB as shown on floor plan & interior finish schedule. The existing concrete flooring shall be smooth, true, level plane with all defects such as rough or scaling concrete, low spots, high spots, paining, and uneven surface shall have been corrected for new flooring. Provide leveling concrete for existing concrete slab if needed.

2.1.2.1.2. Replace deteriorated existing rubber tiles with new including tread, riser and stair base in stair-1 and 2 as shown on floor plans and interior finish schedule.

2.1.2.1.3. Replace deteriorated existing CMT with new including cement bond coat, waterproof membrane, mortar bed as shown floor plans, section and details drawings.

2.1.2.1.4. Replace existing concrete slab at corridor, each bath rooms, toilet and laundry room on 1st floor for mechanical sewer line work as shown on floor plan and mechanical drawings.

2.1.2.1.5. Apply epoxy coating with non-slip grits on existing floors as shown on floor plan and interior finish schedule.

2.1.2.2. Interior and exterior wall work

2.1.2.2.1. Replace deteriorated existing all GWB wall board with new GWB wall (GWB, Normal, Water Resistant or ‘X’ Type) including metal studs and sound proof insulation (STC 45) as shown on floor plans, sections and detail drawings.

2.1.2.2.2. Paint all existing interior walls including CMU, metal, concrete surfaces and stairway as shown on floor plan, detail drawings interior finish schedule.

2.1.2.2.3. Paint all existing exterior walls with EIFS, CMU, metal woods, concrete surfaces, stairwells and other components (Bicycle rack, trash bin, etc) of exterior surface of the building as shown on floor plan and detail drawings.

2.1.2.2.4. Replace deteriorated existing GCWT (full height) with new including cement bond coats, waterproof membrane, plastering with metal lath and waterproof GWB as shown on floor plans and sections.

2.1.2.2.5. Replace deteriorated existing pipe chases/pipe cover with waterproof type GWB pipe chases/metal cover including access door in each room for new mechanical piping system as per floor plans, sections and detail drawing.

2.1.2.2.6. Provide 200THK CMU walls for new room123 & room125 as shown on floor plan and finish schedule. New CMU wall shall be built to the end of the concrete ceiling.

TP I-2

2.1.2.3. Interior and exterior ceiling and roof work

2.1.2.3.1. Replace deteriorated existing ceiling with new acoustical ceiling tiles including metal suspension systems as shown on floor plans and interior finish schedule.

2.1.2.3.2. Replace deteriorated existing ceiling with new gypsum wall board (GWB, Normal, water resistant or ‘X’ type) ceiling including ceiling suspension system as shown on floor plans and finish schedule.

2.1.2.3.3. Paint on all interior ceiling surfaces as shown on interior finish schedule and section.

2.1.2.3.4. Paint all existing exterior exposed metal, woods, fascia and soffit as shown on floor plan and elevations.

2.1.2.3.5. Apply acrylic fluid-applied waterproofing coating on existing roof as shown on floor plan and sections.

2.1.2.4. Miscellaneous work

2.1.2.4.1. Replace deteriorated existing doors and door frames with new including new hardware sets as shown on new floor plan and door schedule.

2.1.2.4.2. Replace deteriorated existing windows including insect screen with new aluminum thermal breaker type windows including glass as shown on floor plans, elevations, and window schedule.

2.1.2.4.3. Replace deteriorated existing window horizontal mini blinds with new, fireproof type.

2.1.2.4.4. Replace deteriorated existing aluminum louver with new as shown on floor plans and louver schedule.

2.1.2.4.5. Replace deteriorated existing fire extinguishers cabinets(FEC) with new at rm.114 as shown on floor plans and detail drawing.

2.1.2.4.6. Remove and block-up existing fire extinguisher cabinets(fec) openings and patch up matching to existing wall surfaces as shown on floor plans.

2.1.2.4.7. Replace deteriorated existing all toilet accessories with new as shown on floor plans and detail drawings

2.1.2.4.8. Replace deteriorated existing all access doors on wall & ceiling with new as shown on floor plan and enlarged floor plan.

2.1.2.4.9. Replace deteriorated existing kitchenette with new including base cabinet and upper cabinet as shown on floor plan, elevation and detail drawings.

2.1.2.4.10. Replace interior & exterior signages with new for all rooms as shown on floor plan, elevations and signage schedule.

2.1.2.4.11. Replace deteriorated existing metal shelf with mop rack with new in janitor room as shown on floor plans and detail drawing.

2.1.2.4.12. Replace deteriorated existing wooden head, jamb & sill for all windows with new as shown on door/window schedule. (natural color, oak)

TP I-3

2.1.2.4.13. Replace existing deteriorated wooden chair rails and hanging rails with new in each bedroom, lounge and multi-purpose rooms as shown on floor plans, elevations and details drawings.

2.1.2.4.14. Replace deteriorated existing vanity cabinets with new in each toilet as shown on floor plans and detail drawings

2.1.2.4.15. Replace deteriorated existing laundry table and shelf with new in each laundry room as shown on floor plan and detail

2.1.2.4.16. Replace deteriorated existing wooden shelves and rods with new in each walk-in closet as shown on floor plans and detail drawings.

2.1.2.4.17. Replace interior & exterior signages with new for all rooms as shown on floor plan, elevations and signage schedule.

2.1.2.4.18. Replace deteriorated existing ext/int bulletin boards, card holder and flexi info with new as shown on floor plans, detail drawing and signage schedule.

2.1.2.4.19. Replace deteriorated existing gravel bed and conc curb with new 100mm deep gravel bed including granite curb around building as shown on floor plan and detail drawing.

2.1.2.4.20. Replace deteriorated existing concrete stoops with new as shown on floor plan.

2.1.2.4.21. Block-up all existing fresh air intake louver openings on the exterior wall surfaces and patch with EIFS matching to existing wall surfaces.

2.1.2.4.22. Repair and block up damaged existing EIFS with new as necessaries.

2.1.3. Mechanical Work

2.1.3.1. Repair the heating and cooling system by installing new water chiller, hot water boiler, air handling units, fan coil units, split air conditioning unit, expansion tanks, pumps finned tube radiator, unit heater, air separators, ducts, pipes, valves, insulations, controls, access doors, equipment support (conc. pad), and all associated accessories for HVAC system as shown on drawings.

2.1.3.2. Repair the ventilation system by installing new exhaust fans, outdoor split system heat pump unit, outside air units, range hood, controls, diffusers, grilles, louvers, dampers emergency HVAC shut-off switch, ducts, pipes, insulations, access doors, equipment support and all associated accessories for HVAC system as shown on drawings

2.1.3.3. Perform DALT (duct air leakage test) and T.A.B. (testing, adjusting, and balancing) after construction to verify that the HVAC system works properly

2.1.3.4. Perform commissioning after construction to verify that the H.V.A.C. system is fully operational, such as equipment and controls.

2.1.3.5. Repair the plumbing system by installing new domestic cold and hot water piping system sewer and vent piping system including plumbing fixtures, washer box, domestic hot water heater, domestic hot water storage tank, domestic hot water recirculation pump, domestic hot water circulating pump, electric water coolers, valves, water hammer arresters control, access doors, and all associated accessories as shown on drawings.

2.1.3.6. Repair the sprinkler system by installing new automatic fire protection wet sprinkler system, spare sprinkler head cabinet with spare sprinkler head (6ea) as shown on drawings.

TP I-4

2.1.3.7. The contractor shall inspect and test the fire protection system. the work inspection and test shall be performed by the FPE (Fire Protection Professional Engineer).

2.1.4. Electrical Work

2.1.4.1. Replace existing lighting fixtures, exit lights, exterior lights, toggle switches, 3-way switches, photocell controlled lighting contactor, wires and conduits with new.

2.1.4.2. Replace existing receptacles, cover plates, front cover of panelboards, smart watt hour meter and main power distribution panelboard, circuit breakers with new

2.1.4.3. Replace existing safety switches, combination motor starters, magnetic motor starters, manual motor starters, junction boxes, control system(including thermostats), wires and conduits for mechanical system with new.

2.1.4.4. Replace existing fire alarm control system with new addressable fire alarm control and mass notification system panel, manual pull station, smoke detector & relay module, building transmitter, antenna visual signal strobes, microphone, speaker (wattage as Req'd) device, local operating console and associated wiring and conduit.

2.1.4.5. Replace existing equipment rack, telephone outlets and cover plates, puill boxes, associated wiring and conduit with new.

2.1.4.6. Replace existing exterior power distribution system including pad mounted transformer with new.

2.1.4.7. Replace existing CATV distribution cabinets, pull boxes, CATV outlets and associated cable and conduit with new.

2.1.4.8. remove/reinstall existing CCTV system, cameras and lcd television and replace CCTV wiring and conduit with new.

2.1.4.9. remove existing pa system, speakers and associated wiring and conduit.

2.2. Schedule #II, New Construction (L): All work shall be in accordance with the attached drawings and specifications.

2.2.1. Civil Work

2.2.1.1. Install 150MM one (1) post indicator valve (PIV) with guard post.

TP I-5

TECHNICAL PROVISIONS - II

TECHNICAL DETAIL SPECIFICATIONS

PROJECT NO TITLE LOCATION

XXXXX Repair Barracks Building TBD

GENERAL: The specification sections listed below are applicable to this project. The specifications are from the “Standard Technical Specifications for O&MA Projects, Korea, Revision 1” (2014 OMA SPECS, REVISION 1), dated 20151030, located on the http://www.usfk.mil/Portals/105/Documents/Contracting/NewContract/2014-OMA-SPECS_REVISION-1.pdf. The electronic version of the specifications is Acrobat® PDF format and can be read with the Acrobat Reader® software.

The Standard Technical Detail Specifications:

The work shall conform to the most current version of the listed standards/specifications below.

DIVISION 01 – GENERAL REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

MATERIAL

MATERIALS

HOUSING & CHILD OCCUPIED FACILITIES

TP II-1

DIVISION 03 – CONCRETE

DIVISION 04 – MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

DIVISION 08 – OPENINGS

DIVISION 09 – FINISHES

TP II-2

DIVISION 10 – SPECIALTIES

DIVISION 12 – FURNISHINGS

DIVISION 21 – FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 – PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

DIVISION 26 – ELECTRICAL

TP II-3

DIVISION 27 – COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

PAVING

DIVISION 33 – UTILITIES

TP II-4

TECHNICAL PROVISIONS - III

SPECIAL CONDITIONS

PROJECT NO TITLE LOCATION

XXXXX Repair Barracks Building TBD

1. Material Approval Submittal:

1.1. The contractor shall submit a shop drawing submittal schedule and the material approval request with all supporting documents to the COR within 7 days after receipt of NTP.

1.2. The Contractor shall process submittals in accordance with Section 013300 – SUBMITTAL PROCEDURES.

2. Below are the key control measures and administration points that DPW and 411th CSB must be aware of for construction work in NNSC within the Military Armistice Commission Headquarters Area (MACHA).

a. UNC is the overall authority within the MACHA to ensure compliance is maintained with the 1953 Korean War Armistice Agreement. The contractor must comply with UNC direction within the MACHA.

b. The fenced construction site will remain off-limit for the duration of the task to the NNSC and its employees.

c. Contractors are only authorized to access the fenced construction site, and approved areas outside of this in order to ensure their safety and to maintain security. When outside the fenced construction site, contractors will be escorted by UNC Security Battalion (UNCSB) members and remain under their control.

d. There is no set limit for contractors on each project. However, due to the limited number of available escorts in the UNCSB, early indication should be given so that UNCSB can request additional assets, if required.

e. Blue visitor armbands are to be worn by all contractors when in the MACHA. A blue flag will be provided for all vehicles entering the MACHA and must always be displayed.

f. Contractors will depart from Checkpoint B (Camp Bonifas) at 0750 daily and be clear of the MACHA by 1800 (note these times may change dependent on the time of year and last light). Contractors are to arrive at Checkpoint B no later than 0730 daily. These timings enable the soldiers of UNCSB to complete their standing tasks, as members of the US military, prior to supporting projects.

g. Construction can occur between Monday and Friday. The contractor, through DPW, can request to work specific Saturdays, if it is an orientation day and there is no holiday.

h. MACHA access requests are required to gain entry to the NNSC Camp. This is to ensure that all people entering the DMZ are accounted for in accordance with the Armistice Agreement. The request is to be submitted, by the COR, 14 days in advance and will cover one working week (Monday to Friday, or Saturday if applicable). Due to the significant nature of the projects this lead time will ensure the appropriate coordination and

TP III-1

resourcing can occur to best allow for efficient execution. Emergency MACHA access requests can be approved on a case-by-case basis. Access requests require the following information for individuals and vehicles working on construction sites in the MACHA.

i. Identification number, name, organization, country of origin.

ii. Vehicle make, type, color, and registration number.

iii. Purpose of visit, start time, end time and any additional specific timings. For example, one flatbed truck conducting a single visit to drop-off construction material at XX (Day) 1100 (Time) XXX (Month) 22 (Year).

i. During certain construction phases where vehicles need to move into and out of the MACHA multiple times daily, set times are required to be established between UNC, COR and contractors prior to this occurring. This is to ensure UNCSB can resource the appropriate number of escorts. An example would be the removal of debris during demolition or multiple concrete trucks assisting with the foundation pour.

j. Prior to the commencement of the construction project, the contractor must conduct a background check on employees to ensure they do not have a criminal record. Individuals with a criminal record will not be authorized access to the MACHA due to the increased sensitivities and security requirements for the location. Written confirmation should be provided to UNC through the COR.

k. Prior to the commencement of construction, the contractor needs to identify a set lunch break window to ensure UNCSB can internally manage escorts. There are no restaurants or vending machines within the MACHA.

l. Due to the location of the MACHA, cellphone service is unlikely and there is no WIFI service available; however, there is no prohibition on bringing cell phones into the MACHA. The NNSC Camp has a landline available, which can be used on request.

m. Contractors need to be vaccinated. Contractors will require constant monitoring and daily screening for COVID.

n. There is to be no photography taken within the MACHA without the approval of the UNCSB in order to maintain security.

o. Contractors are not to wear camouflage clothing or open toed shoes in the MACHA. Additionally, contractors are not to run in the MACHA as this can be interpreted as a defector action.

p. There is limited parking space available in NNSC Camp and there is no dock to unload cargo. The contractor must be aware that there are low power lines and trees that may impact some larger vehicles. A route reconnaissance should occur during the initial site survey.

q. Any damage or temporary removal of NNSC Camp infrastructure by the contractor needs to be recorded and reported to UNC. All damages are to be repaired by the contractor before the completion of contract.

r. The contractor needs to provide portable toilets for workers which will be located vicinity the construction site. A routine cleaning schedule must be incorporated, and timings provided to UNCSB to ensure they can better coordinate escorts for the vehicle.

s. The contractor must ensure vehicle access into and around NNSC Camp is always maintained.

t. In the event of contingency, the contractor is to follow all directions of the UNCSB and be postured to move any vehicles and personnel that impacts security or safety.

u. A UNCSB and Joint Duty Officer representative should accompany any site survey with the contractor to ensure better coordination.

v. A final coordination meeting should occur no later than two weeks prior to the start date. It should include UNC, UNCMAC-S, UNCSB, COR and the contractor.

TP III-2

This will allow a rehearsal of concept and ensure that all parties are best prepared to support an efficient commencement of task.

w. A daily coordination touchpoint should occur between UNCSB and the COR to ensure efficiency in the day-to-day works of the construction project. This touchpoint can be in person or via phone.

3. Extended warranty - FAR 52.246-21

3.1. Extended warranty list

3.2. Contractor shall submit to COR the Warranty Certification with 4025 for the listed items.

3.3. Contractor shall submit to COR Warranty management plan and approve it before 30 days of pre-warranty conference. (OMA Sec 01 78 00)

3.4. Contractor shall have the Pre-Warranty Conference before Contract Close Date. (OMA Sec 01 78)

3.5. Warranty Information and Data

3.5.1. Contractor shall submit Warranty tag design, COR shall review and approve it for the listed and shall install it for the listed items. (OMA Sec 01 78 00)

3.5.2. Submit the O&M Manual with Manufacture’s instruction for DPW training. (OMA Sec 01 78 00)

3. The contractor shall have personnel on site for the sprinkler work and the fire alarm work upon Government's direction, who are certified by the National Institute for Certification in Engineering Technologies (NICET) Level III or equivalent. Equivalent Certificates in Korea are the followings which are issued by the Human Resource Development Service of Korea. If the contractor doesn’t have personnel who are certified by NICET, the contractor shall have two personnel that one is certified for (1) and the other for (2) below.

(1) Engineer Fire Fighting Facilities - Electrical (소방설비기사 -전기)

(2) Engineer Fire Fighting Facilities - Mechanical (소방설비기사 -기계)

TP III-3

4. Environmental Requirements in Contract:

The Contractor shall perform work consistent with the relevant policy and objectives identified in Installation’s Environmental Management System (EMS). The Contractor shall perform work in a manner that conforms to all appropriate Environmental Management Programs and Operational Controls identified by Installation’s EMS, including pollution prevention, waste reduction, energy use, and natural resource protection. The Contractor shall provide monitoring and measurement information as necessary for the organization to address environmental performance relative to the environmental, energy, and transportation management goals. In addition, the Contractor shall advise their employees of their roles and responsibilities identified by the EMS and how these requirements affect their work performed under this contract. The Contractor is responsible for ensuring that the Contractor and any persons involved in the supervision or performance of the contract complete all required Environmental training.

In the event of any environmental nonconformance or noncompliance associated with the contracted services, the contractor shall take corrective and/or preventative actions. In the event of any noncompliance with any federal, state, or local environmental law, regulation or requirement, the Contractor shall immediately respond by taking all appropriate corrective actions and notifying the Contracting Officer’s Representative (COR) and the Environmental Office. For any nonconformance with the EMS, the Contractor shall take corrective action and initiate further preventative action, as required by the Environmental Office.

All on-site contractor personnel shall complete necessary safety and environmental training specified for the type of work conducted on-site. Upon contract award, the COR will notify the EMS Manager to arrange Environmental training for appropriate staff.

Additionally, when ordering supplies for use on Installation, all contractor personnel must favor energy-efficient, recycled or reclaimed material whenever practicable.

The responsibilities of all contractor personnel include:

(1) Comply with all applicable environmental laws, regulations and installation environmental policies.

(2) Control and prevent spills or hazardous substances releases IAW installation Spill Prevention Plan.

(3) Ensure dust, debris, materials, trash, etc., do not become air borne and travel off the project site.

(4) Do not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, topsoil and land forms without approval, except in areas indicated on the drawings or specified to be cleared.

(5) Monitor all water areas affected by construction activities to prevent pollution of surface and ground waters. Do not apply toxic or hazardous chemicals to soil or vegetation unless otherwise indicated.

TP III-4

(6) Open burning is prohibited on the Government premises IAW installation environmental policy.

(7) Participate in installation’s recycling program.

(8) Reducing the amount of hazardous material and/or solvent used by purchasing fewer hazardous materials and by increasing the use of products with recycled content. Spills of hazardous or toxic materials must be immediately reported to the Contracting Officer and the Environmental Office. Storage, describing, packaging, labeling, marking and placarding of hazardous waste and hazardous material IAW applicable environmental laws, regulations and local environmental policies. Transport hazardous waste off Government property and dispose of it in compliance with National, Provincial, and/or Local requirements for solid waste disposal.

(9) Reducing the amount of solid waste from construction and demolition debris, and scrap metal sent to municipal and rubble landfills by reducing, reusing, and recycling. Handling, storage, and disposal of solid waste must be conducted to prevent contamination. Transport solid waste off Government property and dispose of it in compliance with National, Provincial, and/or Local requirements for solid waste disposal.

(10) Conserving energy and water usage by turning off lights and equipment when not in use and using only the necessary amount of water needed to complete the required tasks. Continuous conservation of our natural resources is a must.

(11) When potential cultural or historic items are inadvertently found during construction activities, immediately cease activities in the vicinity of the discovery and report the findings to the Environmental Office.

(12) Participate in installation’s Integrated Pest Management (IPM) program whenever practicable.

(13) Minimize interference with disturbance to, and damage to fish, wildlife, and plants including their habitat.

5. CONTRACT REQUIREMENTS PACKAGE ANTITERRORISM/OPERATIONS SECURITY REVIEW COVER SHEET

After Notice to process is issued, COR shall take following action, Section IV. Standard Contract Language/Contract Clause Applicability and/or Additional SOW Language.

A. AT Level I training. This standard language is for contractor employees with an area of performance within as Army controlled installation, facility or area. All contractor employees, including subcontractor employees, requiring access to Army installations, facilities, and controlled-access areas shall complete AT Level I awareness training within 30 calendar days after the 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

TP III-5

affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 05 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website: http://jko.jten.mil

B. Access and general protection/security policy and procedures. This standard language is for contractor employees with an area of performance within Army controlled installation, facility, or area. Contractor and all associated sub-contractors employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) 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.

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

C. iWATCH Training. The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 05 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

D. For contracts that require OPSEC Training. Per AR 530-1 Operations Security, the contractor employees must complete Level I OPSEC Awareness training. New employees must be trained within 30 calendar days of their reporting for duty and annually thereafter.

TP III-6

APPENDIX "A"

LIST OF APPLICABLE CONTRACT DRAWINGS

PROJECT NO TITLE LOCATION

XXXXX Repair Barracks Building TBD

GENERAL: The work shall conform to the following contract drawings and OMA standard detail drawings, 2014 (dated 30 November 2015), issued by the Department of the Army, Installation Management Agency, Korea Region Office and located on http://www.usfk.mil/Portals/105/Documents/Contracting/NewContract/STANDARD-DETAIL-DRAWINGS-FOR-OMA-PROJECTS-KOREA_20151130.pdf, all of which form a part of the specifications.

CIVIL

ARCHITECTURAL

A-1

MECHANICAL

A-2

1 DEC 22

ELECTRICAL

A-3 image1.emf