B.08 Attachment 1 - DPEZ 212202 Construct LOX Storage SOW (23-R-0003).pdf

Construct LOX Storage

#DPEZ212202

Scope of Work 20 April 2023

PROJECT LOCATION

217 Dell Range Blvd

Cheyenne, WY 82009-4799

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GENERAL SCOPE OF WORK

Project Objective:

This is a design-build project. The work covered by this specification consists of furnishing all design, labor, equipment, and material and performing all work to: demolish, recycle and or and remove the existing Liquid Oxygen (LOX) storage facility, pavement, storm sewers, site amenities, and other appurtenances as shown or implied on the plans. (The contractor may use existing structure members and components on the new facility as long as approved by a licensed engineer (stamped drawing), and the components are considered useable by the Base Civil Engineer.) Install an overhead roof, install a concrete pavement area and three-sided metal enclosure. (The three-sides are alternate bid item #1 - see photos at the end of this document.) The contractor will also be responsible to relocate the exiting LOX storage container inside the overhead roof area. The contractor shall also make provisions in order to remove and replace the LOX storage container. The area shall hold an existing Liquid Oxygen (LOX) storage container with 5 feet clearance on all sides. The minimum dimensions for the enclosure are: 32’ long by 18’-6” wide. Existing power outlets shall be left in place, while others shall be adjusted accordingly to the new structure. They shall be installed in simar fashion to the existing condition. All underground electric shall be in appropriate conduit and buried at the appropriate depth. All pavement in the affected area shall be removed and replace with new concrete (see concrete specifications below). The replaced concrete shall be sealed. The sealant shall be liquid-proof and non-reactive to LOX exposure. The enclosure must be anchored or otherwise connected to the ground and be able to withstand typical local weather conditions. Wind Load 120 mph; Snow load 50 PSF. The contractor shall submit engineer signed and sealed shop drawings for the structure prior to construction. The structural must be approved by the base engineer or the Contracting Officer (KO) prior to construction. As stated above the structure must allow the LOX storage container be removed and/or reinstalled.

Location:

The site for the project is the LOX Storage Area, located in the Fuel Containment Area, on the WYANG Base.

153d Airlift Wing

217 Dell Range Blvd Cheyenne, WY 82009

Project Funding:

1. 100% Federally Funded, however, Davis Bacon Prevailing Wages apply.

2. Only Bricks and Mortar type and built-in equipment will be installed.

3. The funds are Minor Construction funds and all work must conform to the ANG regulations and requirements for such funds.

Project Time Management:

1. Based on the Scope of Work, generate a critical path project timeline schedule or Gantt chart to be followed from project initial work to project completion.

2. Identify and inform the Owner of any substantial changes in the project timeline (eg, weather, materials, etc.). Include any potential ways to avoid delaying the completion date.

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PROJECT DETAILS

Project Description: The existing concrete pad shall be removed and replaced. Cut at the closest joint adjacent to the work area but no smaller than the minimum dimensions listed above or on the plans. All concrete joints shall be sealed with a DOT-type flexible sealant (Sealant resistant to LOX).

Construct a new permanent three wall roofed metal structure to shield the existing LOX tank from direct sunlight (the wall only shall be considered Alternate Bide Item 1 (ABI 1)). The walls shall be full sized, covering the sides, from ceiling to ground level. The structure shall be large enough to contain the existing tank while allowing enough space (5 feet) for personnel on all sides of the container. One side of the tank has folding doors for access to the tank’s controls.

The structure shall allow the minimum safety clearances when the LOX container is placed inside. The contractor shall verify placement prior to construction. The facility shall have minimal lighting. A minimum of two explosion proof luminaries shall be installed inside the roof area, providing adequate lighting for nighttime operations. These shall be switch controlled.

Lighting shall be part of the required shop drawings (i.e., submittal). Install power as shown on the plans. Provide 1 110v 20-amp weather resistant GFCI duplex outlet near the front of the facility. Provide one 220-440 volt, 3-phase, 60-cycle AC power outlet that is in accordance with TO 37C2-8-38-1, 4.8.3 Purging Procedures, d. Page 4-15, as: (Position GSU-62/M purging unit next to tank service/vent line valve. Connect purging unit to a source of 220/440 Volts (V), 3-phase, 60-cycle Alternating Current (AC) power outlet). The electrical outlets may be adjusted as needed based on the new facility, with the new structure in accordance with the latest NEC (see electrical section below for more details). A cutout may be used to allow access to the power outlets; however, a wrap-around cap must then be installed to prevent wind and snow from entering through the cutout. The structure shall be permanent and connected to the ground. There shall be enough clearance between the top of the containment wall concrete pad and the bottom of the roof (two feet minimum) to easily place the LOX tank without a risk to damage to the tank, wall, or structure. (The existing LOX tank is approximately 9’ high.) The single open wall shall be the east facing wall and shall allow enough room to easily place the tank inside the structure. Any support beams in the front (open) section of the structure shall not prevent placement of the LOX tank. Final design and dimensions of structure shall be determined after the contract is awarded, within the tolerances given in this SOW document. The roof shall be sloped towards the back (long closed) wall.

The concrete pad shall be replaced providing proper drainage. Seal and new concrete The included area is marked as “L.O.X. STORAGE LAYOUT” on the attached drawing number 89002-00-C6

The contractor is fully responsible for the design of metal structure. A shop drawing or manufacturer’s drawing shall be submitted to include dimension, materials, and construction (see submittal section below). A Professional Engineer stamp is required on the shop drawings and shall account for all structural aspects including, but not limited to deadload, wind load, and snow load. Approval by the Contracting Officer (KO) is required prior to construction.

The Contractor will move the LOX storage tank before and after construction. The Contractor is responsible to verify all tank measurements and minimum clearances.

Period of Performance: 365 days after issuance of Notice to Proceed (NTP)

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Project Bid Items:

Base Bid: All items listed above and as shown on the drawings except the metal sheathing on the three sides of the enclosure (the roof is part of the base bid). This includes but is not limited to:

demolition, construction of a stand-alone roof structure, relocating and or providing all power, lighting, and lightning protection components, removing and capping a storm water inlet, fractured granite fill as needed, concrete pavement and sealant, and other amenities as shown.

ABI 1: Install full height sheathing on three sides (one long and two short sides – see plans).

Existing Facility Condition:

The tank currently sits on top of a concrete pad, with a concrete curb surrounding the tank on two sides. A nearby roofed structure used to hold a smaller tank, but the newly acquired tank is too large to fit in the existing structure. The old structure contains a storm water drain. Removal of the old structure is required for this project, including the concrete curbing. The current materials may be used for the new structure if they meet the design intent and parameters and are part of the engineer sealed plan. All other materials shall be recycled or disposed of, off the base.

Project Budget:

The project must not exceed the contracted budget. Expenses beyond the given budget will not be paid out unless the additional expense is expressly authorized by the Contracting Officer (KO) through the contract amendment procedure agreed to in the project contract. Payouts will be authorized once the Owner receives an invoice detailing authorized work performed. The authorized work performed must satisfy the given requirements in this SOW document. Payouts will be authorized in reference to the percentage of authorized work performed to the percentage of budget paid out.

Project Design:

The full project design is the Contractor’s responsibility. The Contractor must remain within the budgetary, timeline, and design requirements given in this SOW document and the project contract. The design requirements are given below:

Structural:

1. Demolish the existing facility and concrete curb. Demolish all asphalt areas scheduled for concrete pavement. Demolish concrete to the limits shown on the plans. The contractor must remove all demolished materials off of the base, unless approved by the KO and reused.

a. Remove all base material below demolished pavement (concrete and or asphalt) depth to allow for 6” new fractured granite base (total depth 1 foot minimum (6” base required, 6” concrete pavement required).

b. Demolish, remove, and cap existing storm sewer in the affected area. Fill in this area with fractured granite gravel (see parameters below).

c. Compact subbase to 95% MDD Modified Proctor (ASTM D 1557).

2. Demolish existing electrical components in accordance with the latest NEC that will no longer be used.

3. Install 6” base fractured granite (100% fractured faces, WYDOT Grading W or L gradation, granite material); compact to 95% MDD Modified Proctor (ASTM D 1557).

Base material shall have a unit weight no less than 138 pcf.

4. Install concrete pavement to the limits shown or to accommodate the required offsets.

a. Construct 6” thick concrete slab to the dimensions described in the attachment.

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b. Seal all joints in the work area with sealant resistant to LOX.

c. Seal concrete within the work limits. All sealant used must be non-reactive to

LOX.

d. All concrete shall be fiber reinforced, 5-7% air entrainment, 4,500psi 28-day compressive strength, 0.45 max w/c ratio

e. All concrete to asphalt joints outside 25 feet from the servicing area shall be sealed with WYDOT type 1 or 4 sealant (see WYDOT specs).

5. Verify layout meets all required setbacks or clearance dimensions (see plan). The project

Contractor Officer Representative (COR) shall verify with the contractor.

6. Install a three walled, roofed, metal structure to shield the LOX tank from sunlight (base bid includes all except the three walls, ABI 1 includes the three walls only).

a. The Contractor is responsible for the entirety of the structure’s design. A

Professional Engineer stamped shop drawing submittal showing dimensions, materials, and construction must be approved by the KO before installation.

b. Large enough to hold the existing tank.

c. Tall enough to allow easy placement and removal of the LOX tank, also taking into consideration the height of the new containment wall.

d. Allow a minimum of five feet (5’) of open space, measured from the storage tank swinging door, inside of the structure.

e. A sloped metal roof, draining away from the open wall.

f. Provide power as required above in accordance with the latest NEC (see electrical section below and plans).

g. Able to withstand local Cheyenne, Wyoming weather, including snow and wind loads (see above for parameters).

h. (The three sides are considered ABI 1 and shall only be installed if ABI 1 is executed.)

i. Relocate LOX storage container into the new covered area.

7. Install grounding, electrical circuits, and lighting as directed on the plans, or as approved on the shop drawings. Splicing is not permitted unless approved by the COR/KO.

Mechanical:

1. None.

Electrical:

1. Adjust/install all electrical components as needed based on the revised size and location.

2. This area is rated Class 1 Division 1. All installation and wiring methods shall follow

NFPA 70 for this project.

3. Submit cut sheet (submittal) on all raceway, devices, fittings and fixtures for this project.

4. Remove two existing disconnects one, 3 phase receptacle one Sp light switch and existing light fixture.

5. Support two remaining existing receptacles after existing overhang is taken down.

6. Extend existing 120/208v circuits to new overhang.

7. Install Government provided 120/208v disconnects in new overhang.

8. Install contractor provided 120v single phase and 208v three phase interlock receptacles in new overhang.

9. Install two contractor provided LED light fixtures and SP switch in new overhang.

10. Provide white on black plaque marking on disconnects, receptacles and devices with

11. panel and circuit number voltage and phasing.

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12. Install bare stranded 2/0 ground ring around perimeter of new overhang attached to 10’ x ¾” copper clad ground rod on two opposing corners of new overhang.

13. Ground rods shall be accessible through a 12” x 12” x 12” tier 22 traffic rated test well box and cover.

14. Connect ground ring to building steel in an accessible location at each corner of new overhang with bare 2/0 conductor.

15. All below grade connections to ground ring and ground rods shall be irreversibly crimped.

16. Protect existing static ground receptacles or replace if damaged through construction.

17. All circuits in existing below grade junction box shall be labeled at each termination from electric panel to the last termination point in circuit.

Water:

1. None.

Gas:

1. None

Lead and Asbestos Mitigation:

1. Not a known concern.

Environmental:

1. Comply with all environmental requirements concerning LOX storage.

2. Communicate and coordinate with the Civil Engineering Office for any currently unknown and unforeseen environmental conditions discovered in the field during design or construction.

Cutting and Patching:

1. Cutting and patching includes cutting into existing structures to provide for the performance of the work and subsequent fitting and patching as required to restore surfaces disturbed, damaged or otherwise altered to their original or specified condition.

2. Visual Requirements: Do not cut and patch work in a manner that would result in substantial visual evidence of cut and patch work. Remove and replace work judged by the Contracting Officer to be cut and patched in a visually unsatisfactory manner.

3. Use materials for cutting and patching that are identical to existing materials. If identical materials are not available, or cannot be used, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials for cutting and patching that will result in equal-or-better performance characteristics.

4. Restore surfaces of patched areas to match adjacent finishes. Where necessary, extend finish restoration into retained adjoining work in a manner, which will eliminate of patching and refinishing.

Other:

1. Contractor shall thoroughly check all work to ensure it meets the objective of a complete and usable system.

2. All work completed under this contract shall be guaranteed by the contractor against failure of workmanship and/or materials for a period of one (1) year from date of final acceptance of the project.

3. Surface mounting electrical conduit and components is permitted for this project.

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4. Use of flexible conduit it limited to vibration isolation and short (less than 3 foot) “whips” to facilitate installation and maintenance. Other uses may be approved on a case-by-case basis.

5. Contractor shall adhere to all applicable local, state, and federal laws, codes, and regulations including the current edition of the following:

a. Wyoming Public Works Standards

b. Wyoming Dept. of Environmental Quality regulations

c. International Building and Electrical Code

d. In compliance with any other federal, state, and/or authority having jurisdiction codes and ordinances, DoD and National Guard Bureau regulations, and all industry standards.

6. The Contractor will solely bear all fines and or penalties imposed by any regulatory agency that result from the Contractor’s failure to comply with applicable laws, regulations, and standards.

7. Contractor shall keep the construction site clear of trash and maintain a well-organized site appearance.

8. Perform any other miscellaneous work related to the project not covered under separate line items.

9. Contractor must “Call before you dig” to determine location of any possible gas, water, electrical lines, or other potential hazards. Additionally, the contractor shall complete an Air Force Form 103 (Dig Permit). Turn in AF 103 to the COR 1 week prior to any excavation.

10. Contractor must include pricing for any needed third-party locating services in their bid.

The Contractor is responsible for locating all utilities on the project site.

11. Contractor is to minimize damage to the land, soil, roads, water, wildlife, and structures.

Any damage to the site in excess of normal construction operations must be repaired at the Contractor’s expense in a timely manner at no expense to the Owner.

12. Contractor will plan for all digging activities to include digging through 12 inches of concrete before reaching soil. Most of the base is covered in 12 inches of concrete, although some locations have soil on top of abandoned concrete. The Contractor will include in the bid any necessary costs for digging, drilling, cutting, or other construction activities necessary to accomplish the Project through 12 inches of ground level concrete.

PROJECT DELIVERABLES AND SUBMITTALS

Approvals and Changes:

1. Submit all proposed change order documents to the Contracting Officer (KO) and Contracting Officer Representative (COR) for approval prior to procurement of equipment and commencement of the change.

2. No deviation from approved plans, specifications and general notes will be permitted without approval. Requests are to be submitted to the KO and COR on a substitution request form (available from the COR).

Submittals (to be submitted after award):

All submittals listed below shall be submitted at least 7 working days prior to use on site, or as noted below. They must be submitted with an AF form 3000 (AF 3000) as the first two pages in the pdf. The form must be signed digitally by the contractor and be able to be signed by the COR and KO. A blank AF 3000 can be provided to the contractor upon request after award.

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1. Submittals to be submitted before the Notice To Proceed is issued.

a. The Government shall have up to 10 working days to review/approve initial submittals. The contractor shall not proceed without approved submittals.

b. These items shall be submitted no later than the Preconstruction Meeting

i. AF 3064 – Project Schedule

ii. AF 3065 - Schedule of Values

c. These items shall be submitted at least 7 working days prior to onsite work.

i. Safety Plan

ii. Quality Control Plan

2. Structure shop drawings depicting the structure dimensions, layout, electrical, materials, and other related amenities required to meet the scope of the project. The drawings shall be stamped by a Professional Engineer.

3. Concrete slab layout and limits. This submittal shall also show containment area with dimensions.

4. Concrete mix design (4,500 psi, 6% Air Entrainment (within 1%), fiber mesh reinforcement)

5. Gravel base for concrete (GW per USC, crushed granite, 100% fractured with 100% fractured faces). The submittal shall also contain a proctor (ASTM D 1557). Alluvial material will not be permitted.

6. Compaction test results (after gravel installation); must meet 95% MDD Modified Proctor (ASTM D 1557).

7. Concrete tests (Air entrainment percentage)

8. Concrete compressive strength test (7 day and 28 day); must meet 4,500 psi at 28 days.

9. Concrete sealant (the sealant shall be liquid-proof and non-reactive to LOX exposure)

10. Raceway, devices, fittings and fixtures for electrical conduit, wiring, lighting, power outlets.

11. Lightning protection design, layout, and materials.

12. For Each Hazardous Material

a. Manufacturer MSDS

b. # of components in material if it is a kit

c. Container type

d. Unit (oz, gal, lb, qt, ea, etc.)

e. Package (can, drum, bottle, cylinder, etc.)

f. Part Number of MSDS if multiple part numbers on MSDS.

Administrative:

1. Hold a pre-construction meeting at the project site, in person, at least 14 days before the project start date. The purpose of this meeting is to review all project work items the project schedule.

2. The Contractor shall be responsible for maintaining any necessary licenses, bonding and permits, to include any manifest requirements and for complying with any federal, Department of Transportation (DOT), state, and municipal laws, codes, and regulations applicable to the performance of work. Contractor shall provide proof of such applicable licenses and permits prior to performing any work.

3. Provide copies, when requested, of any documentation related to this project. This includes but is not limited to:

a. Prime Contractor and/or Sub Contractor contact information

b. License and/or permitting documents

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c. Design drawings, either final or draft

d. Inspection or testing results

e. Other information related to this project

Other Deliverables:

None.

MATERIAL AND EQUIPTMENT ACCOUNTABILITY

Storage

1. The Contractor is ultimately responsible for the storage and safe keeping of all materials related to the project. The WYANG may, at the discretion of the KO, authorize storage of project materials in government facilities. However even if materials are stored in government facilities, WYANG does not assume any responsibility of safe keeping or securing any materials used on the project. Any costs associated with storing project materials must be included in the bid. For this project no storage of materials is expected, except in the immediate project site. Storage materials must not interfere with Government fueling operations.

2. Notify the government Project Manager prior to delivery of any material or equipment to the site. The contractor shall ensure someone is available to receive delivered materials and able to store them safely in an area to be coordinated with the government project manager. Any materials delivered without prior coordination and without having someone to take receipt, shall not be accepted and will be turned away.

Equipment

1. The Contractor will supply all necessary equipment and tools to complete the project.

Any costs for procuring equipment and tools must be included in the bid.

2. The Contractor will not utilize any government equipment or tools.

Material Disposal

1. The Contractor is responsible for the collection and disposal of all debris, demolition, rubble, residue and waste material generated in the performance of work under this contract. All such materials shall be disposed of at an off-base landfill designed to receive the type of material and waste generated or recycling facility by the Contractor. The Contractor is not permitted to deposit any such materials in base trash collection containers or at any on base location without prior written approval of the Contracting Officer. At the BCE's discretion some project items may be retained for use by the government. The Contractor is responsible for all permits, paperwork for the Environmental Protection Agency (State or Federal) and any other agency requiring submission for any items disposed of or generated in the performance of work under this contract.

2. Materials classified as hazardous by US environmental rules, regulations, or laws, shall be handled and processed for disposal in accordance with those rules, regulations, or laws. The Contractor is responsible for all such materials that are residue from Contractor furnished supplies and materials which were brought to the job site by the Contractor, and for any such materials identified herein or by the drawings.

DESIGN STANDARDS, CODES, AND CRITERIA

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1. The Contractor shall abide by the General Condition which is a part of this Scope of Work and the templates can be provided by the COR.

01001 Cheyenne ANG General Requirements 01019 Contract Considerations 01032 Options Items 01039 Coordination and Meetings 01040 Project Coordination 01105 Hazardous Material Procedures 01300 Submittals 01310 Progress Schedules 01400 Quality Control 01420 Environmental Protection 01430 Operation and Maintenance Data 01600 Material and Equipment 01640 Manufacturer’s Services 01650 Starting of Systems 01700 Contract Closeout AF 3000 Material Submittal Form AF 3052 Construction Cost Estimate AF 3064 Contract Progress Schedule AF 3064 Contract Progress Report OMB 0704-0193 Construction Cost Estimate Breakdown Policy Letter Contractor/Visitor Access Procedures SF 1413 Statement and Acknowledgment Wyoming ANG Submittal Schedule Wyoming ANG Transmittal of Shop Drawing, Equipment Data Material

Samples, or Material Certificate of Compliance

2. The Contractor shall also follow all current national and state codes, regulations and specifications involving civil, architectural, interior design, structural, mechanical, electrical, and environmental disciplines which are applicable to the engineering design and construction industry, including the following list. The list is not intended to be a complete list. All work shall be designed and constructed to meet all state and federal codes, standards and laws. Reference other sections of this RFP and the CSI specifications referenced for use for other standards and references not listed below.

ABA Architectural Barriers Act AFDS Air Force Design Guide, current edition ANSI American National Standards Institute Standards ASCE American Society of Buildings and Other Structures, Latest edition.

ASTM American Society for Testing and Materials EIA Electronic Industries Association ETL Engineering Technical Letters IBC International Building Code IEEE Institute of Electrical and Electronics Engineers IES Illuminating Engineering Society Lighting Handbook IFC International Fire Code IMC International Mechanical Code

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MILHDBK Military Handbooks TI’s Technical Instructions TM’s Technical manuals UL Underwriter's Laboratories

3. Where there is a conflict between the RFP and building codes, the most stringent shall apply. When codes are in conflict, the most stringent shall apply.

4. Safety and Health Standards. The Contractor shall initiate and maintain programs to comply with the provisions of the Occupational Safety and Health Standards Act (OSHA). Contractor shall provide proof of such applicable licenses and permits upon request of the WYANG.

5. Use of the most current versions of the International Building Code (IBC), and the Architectural Barriers Act (ABA) is mandatory. In case of conflict between code requirements, the most stringent criteria shall apply.

MIL-STD-2202 - Energy Monitoring and Control Systems, Factory Tests ANG ETL 01-1-1 - Air National Guard Design Policy March 2004, Section 10 and 16 ANG ETL 32-1018 - Project Execution Process – Electronic Data Deliverables ASHRAE Handbooks – Latest Edition ASHRAE Standard 90.1-2004 – Energy Standard Energy Policy Act 2005 SMACNA Guidelines – Sheet Metal and Air-conditioning Contractors' National

Association

ACCESS AND SECURITY POLICY AND PROCEDURES

Work Hours

Work hours shall be Monday thru Friday 0700-1630 hours, with the exception of Federal holidays and Phoenix Fridays. Phoenix Fridays are every other Friday. A list can be provided to the successful awardee upon request. Contractor must have prior approval in writing to work outside these guidelines.

Base Access

1. Security Forces shall monitor the incoming and outgoing of work personnel during the duration of the project. All deliveries shall be coordinated with the COR to arrange for their entrance onto Base property.

2. Access and General Protection/Security Policy and Procedures. This standard language is for contractor employees with an area of performance within Government controlled installation, facility, or area. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

3. For Contractors that do not require CAC but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractors’ employees shall comply with adjudication standards and procedures using the National Crime Information Center

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Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative).

4. All commercial, contractor, and sub-contractors’ vehicles are subject to random inspections each time they enter the base.

5. If badges will be issued, they will be issued by the 153d Security Forces Squadron (SFS) to the contractor through the 153 CES COR. Badges shall be issued, tracked, and collected in accordance with instructions from Security Forces.

6. All personnel working on this project shall request and be eligible to be placed on an Entry Access List (EAL). It is the contractor’s responsibility to ensure all planned personnel have appropriate permission.

7. The COR will coordinate escorts if access to secured areas is required. The Contractor shall provide written notice to the KO and COR at least five (5) working days prior to working in secured areas. The notice shall include the working hours, location(s) of work, and number of workers. Additional information may be required by the Installation Commander before access is granted.

8. AT Level I Training. This standard language is for contractor employees with an area of performance within a government-controlled installation, facility or area. All contractor employees, to include subcontractor employees, requiring access to government Installations, Facilities and Controlled Access areas shall complete AT Awareness Training and ensure it is completed by all contractors within 30 days of requiring access, and annually thereafter. Coordination for training should be done by the requiring unit after contract award. Certificates of completion for each affected contractor employee and subcontractor employee will be maintained by the COR or Antiterrorism Representative. For non-Common Access Card holder personnel training can be accomplished at Joint Knowledge Online. AT level I Awareness Training is also available in the form of an informational pamphlet. All personnel shall sign a statement confirming they received the information and were offered additional AT training.

General Contractor or representative will keep a log of personnel signing the confirmation of training and forward it to the 153 AW/ATO at the end of the contract or monthly whichever is sooner.

Escorts:

1. A security briefing will be conducted prior to the start of the project.

2. All Contractor personnel shall have a minimum of one (1) Form of Photo Identification with them at all times.

POINT OF CONTACT

All questions shall be submitted by E-mail. Questions will be answered no later than 10 days following receipt. Unless otherwise stated, all questions will be routed through the Contracting Officer and the Contracting Officer Representative.

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1st Photo: Finished structure less side panels 2nd Photo: distant view with side panels.

This scope of work includes side panels on three sides