Attachment__1_-_SOW_16_Jul_19.pdf

1070819 1 (16 Jul 19)

STATEMENT OF WORK

Project: 1070819 Title: Repair SCIF Doors, B3520 Location: Building 3520, Kadena Air Base, Okinawa, Japan

1.0 General Scope: The project shall provide all labor, materials to replace the exterior doors and frames on the SCIF portion of Bldg.3520. Replacement of the doors/frames and hardware must be in accordance with ICD 705 and comply with the Construction Security Plan (CSP). Provide all interior finishes to replace doors, and perform other related and incidental work necessary to complete this project.

2.0 Project Schedule And Time Constraints:

2.1 Completion of Work: The Contractor shall be required to complete the entire work, ready for use, not later than 337 calendar days after the date of Notice to Proceed (NTP). This includes 65 calendar days for design and 272 calendar days for performance time. The time for completion shall include final clean-up of the premises.

2.2 Design Schedule: The pre-design conference will be scheduled by the Contracting Officer. This project shall thereafter be completed in accordance with the following schedule. Contractor shall attend review meetings as scheduled.

Schedule Shall Be Completed Within

Submit 95% Design 30 calendar days after the NTP Government Design Review 14 calendar days after submission Submit 100% Design 14 calendar days after 95% design approval Government Design Review 7 calendar days after submission

Design Subtotal 65 calendar days

2.3 Construction Schedule: The building to be worked on will be occupied during the construction period. The Contractor shall determine the most efficient work plan to minimize inconvenience to the user. The Contractor can begin on-site work with approval from the Government upon satisfactory response actions at the revised 95% design. The Contractor shall be allowed to work 0800 to 1800 hours, Monday through Friday, excluding US legal holidays. Construction schedule will be flexible.

2.4 Performance Time: The contractor shall be completed within 272 calendar days. This includes material submittals, government material submittal review, material procurement and construction

a. Material Submittals and review time: 30 calendar days

b. Government Review time: 14 calendar days

c. Procurement of Materials: 180 calendar days

d. Construction Time: 45 calendar days

e. Unfavorable weather: 3 calendar days

Performance Time: 272 calendar days

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3.0 Design and Construction Requirements:

3.1 The design for this project shall provide for the completion of the work identified on this Statement of Work within the contract price. The design shall fully accommodate usage requirements of the Government facility and minimize interference with existing work. All design work shall be in accordance with applicable criteria. The Government shall not be responsible for any additional costs which could have been avoided through an appropriate contractor’s design.

3.2 Applicable Documents: Comply with applicable (1) federal, state, and local environmental statutes, instructions, manuals, handbooks, regulations, guidance, policy letters, and rules (including all changes and amendments), and (2) Presidential Executive Orders, in effect on the date of issuance of this project.

All design and construction must conform to UFC Standards, current IBC, UFGS (www.wbdg.org), JEGS, OSHA, NFPA 101 and all other applicable publications, codes, and regulations. The Government shall not be responsible for any additional costs which could have been avoided through an appropriate contractor’s design and construction.

a. The National Environmental Health Association (NEHA) National Radon Proficiency Program

b. The National Radon Safety Board (NRSB)

c. AFI 48-148, Ionizing Radiation Protection

d. IOH-SD-BR-SR-2005-0004, Bioenvironmental Engineer’s Guide to Ionizing Radiation

e. USAF OEF OEHL-87-132RZ0111KRD, The Bioenvironmental Engineer’s Primer to the Air Force

Radon Assessment and Mitigation Program (RAMP)

g. EPA 402-R-93-003, Protocols for Radon Measurement in Homes

h. EPA 402-R-92-004, Indoor Radon and Radon Decay Product Measurement Device Protocols

i. EPA 402-R-93-078, Radon Mitigation Standards

j. EPA 625/R-93-011, Radon Reduction Techniques for Existing Detached Houses

k. ASTM E 2121-12, Standard Practice for Installing Radon Mitigation Systems in Existing Low- Rise

Residential Buildings, current version

l. UFC 3-800-10N, Environmental Engineering for Facility Construction Final

m. UFC 3-101-01, Architecture,

n. UFGS 31 21 13 Radon Mitigation

o. National Electrical Code (NEC) Hand Book 2010

p. UFC 3-501-01 Electrical Engineering

q. UFC 3-520-01 Interior Electrical Systems

3.3 As-built drawings: Site/Building floor plan and details will be provided to the Contractor for reference only in their present form. The Government bears no responsibility for the accuracy of these drawings. Actual field investigation and survey of the facility must be conducted by the Contractor to ascertain existing conditions before start of construction. The Contractor shall visit each construction site before attempting to design.

3.4 The material submittals must be coordinated and approved with 718CES/CENMB. Required submittals shall be identified on an AF Form 66 Material Submittal Log by the government based upon the contractor’s design proposal. Submittals shall be provided using an AF Form 3000.

3.5 Japanese Construction Permit Certificate: US contractors must have a construction permit in Japan or a construction company shall be registered with Japan.

3.6 Work Progress Schedule: In addition to the requirement of the construction schedule set forth in the contract, the contractor shall, when required by the Government, provide and submit to Contracting Officer Representative (COR) photographs and a detailed work progress schedule in the form of a Bar Chart Work

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Schedule showing the step-by-step phases of work to be accomplished prior to performing actual work. The contractor shall require coordination with COR to make a work progress schedule. The work shall, so far as practicable, be done in definite sections or divisions and confined to limited area which shall be completed before work in other sections or divisions are begun.

3.7 Shop Drawing: A shop drawing shall be developed and provided that addresses the scope identified within this Statement of Work and be included as part of the contract cost. During the construction period, the Contractor shall minimize interference with existing work. Design must conform to UFC Standards, current IBC, UFGS (www.wbdg.org), JEGS, OSHA, NFPA 101 and all other applicable publications, codes, and regulations. The Government shall not be responsible for any additional costs which could have been avoided through an appropriate contractor’s design and construction.

3.8 Start Work Notification: Before starting on-site work the Contractor shall notify the government and Project inspector in writing, thirty (30) calendar days prior to on-site-work starting. After approval of on-site work, the contractor shall provide written notice to building managers indicated on the statement of work within a minimum of fourteen (14) calendar days prior to starting on-site work.

3.9 Barricades and Protection: The contractor shall provide the barriers/signs to keep unauthorized persons from entering the work areas and protect the existing furniture and appliances until the construction completion.

When the contractor moves existing furniture and appliances, the contractor shall protect them and return to the same position. Plumbing, wiring and other existing materials damaged during the contractor’s operations shall be repaired/replaced at no cost to the government.

3.10 Construction Advertisement/Signs: The Contractor shall posts construction information on the site.

Advertisements will be posted on the site one weeks before the start of construction and will be removed after the construction is completed. The location is coordinated with the building manager and inspector. In advertisement, the contractor will publish the construction period for each door, the construction location and the emergency evacuation map. The request will be submitted to the inspector and the Project Manager in writing for approval.

3.11 Clean up of Area: All debris and rubbish generated debris and rubbish during the construction shall be collected at the end of each day and deposited at locations designated by Government.

3.12 Availability of Latrine: Latrines are available in the work area.

3.13 Debris and Rubbish Control: For removal and transport of debris and rubbish, use only roadway and street designated by the COR. Remove and transport debris and rubbish in a manner so as to prevent spillage on streets or adjacent area. Contractor shall be responsible for clean-up for any spills on roadways, streets, and other areas. Burning of debris and rubbish on U.S. installations is prohibited. Concrete, masonry, and other materials not permitted to remain in place, shall be disposed of outside the limits of Government-controlled land by the Contractor.

3.14 Daily Report: Contractor shall provide progress photos and reports if requested by the Government.

3.15 Conference Records: The contractor shall within seven (7) working days after each conference or discussion, either telephonic or in person, prepare a written record of the meeting and/or discussions and furnish a copy (in electronic format and hard copy) to the COR or 718 CES Engineer identified in the individual task order via the Contracting Officer (CO). The written report shall include the project name, contract number, subject, the name of the participants, an outline of discussions, the recommendations, and conclusions. Number each written record for the particular project under design in consecutive order

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3.16 Joint job site inspection shall be conducted by the project engineer, user, contractor, and 18 CONS/LGCC representatives.

3.17 DD Form 1354: Contractor shall complete the DD Form 1354 for government approval.

3.18 The existing electronic security locks: Existing electronic security lock will removes by the Government. The contractor has to submit a request to the Government and the using agency for removal of the existing electronic locks two months before the start of construction. After submission, the contractor needs approval of security officers, construction schedule, security plan, etc.

4.0 Construction Security Plan: All work performed under this project shall be in compliance with the Construction Security Plan (CSP) dated 11 Jul 19.

a This project shall be conform to SCIF door criteria per IC Tech Spec for ICD-ICS 705, Technical Specifications for Construction and Management of SCIFs Sep 2017. Refer to ICD705 for specific details on both procurement and items authorized for SCIF renovation and construction.

b. The US contractor and US subcontractors will purchase all SCIF materials for this project from vendors per the approved actuation security requirements without disclosure of the end-user destination.

c. Procurement: The US contractor and US subcontractors will purchase all materials for this project without disclosure of the end-user/destination and utilizing random COTS items to the greatest extent possible.

Three weeks prior to the purchase of material, a list of material with proposed avenue of procurement must be provided to the According Official (AO) for approval.

d. Shipping: The US contractor and US subcontractors will ship all materials procured in the US to site via secured shipping channels. The contractor shall adhere to NSA/CSS cargo security policy 9-14. The contractor will deliver all materials, equipment and tools necessary for the completion of the project to an approved Consolidated Receiving Point (CRP). The AO will review and approve the CRP. The contractor shall submit the Department of State CRP certification to the Contractor Officer’s Representative (COR) who will provide this to Site Security Manager (SSM) and AO for approval prior to generating a Transportation Security Plan (TSP). The contractor shall provide an overall general shipping plan to the COR and the AO for approval, describing the security and shipping processes before the contractor ships any material. Prior to each individual shipment, the contractor shall provide an individual shipping plan, which includes a full itinerary and tracking information. The contractor shall ship the materials, equipment and tools to the site per the above shipping policies for material and equipment. The shipments shall be sent via US flag Carriers and are not authorized to stay in port longer than 96 hours. The contractor shall also use approved technical safeguards capable of detecting evidence of tampering of compromise, to include all SF 149 documentation and pre-shipment photographs of packed materials, seals, seal numbers, and final loaded/sealed container information.

e. Shipping containers (General): The contractor shall provide standard ISO-type surface shipment containers for use at the CRP to pack and seal CAA products for shipment to the project site. The contractor shall comply with requirements for the preparation of containers, for boxing and crating parcels, for packing, for customer sealing and for locking, sealing, and securing each shipping container. The contractor shall allow access to packing operations by only firms and persons cleared at the TS/SCI security level, including customer’s representatives. The contractor shall comply with customer requirements for locking each container when it is ready for shipment.

f. Sea container selection and conditioning: Use only food-grade dry standard containers of steel corrugated sides for sea shipment. The container will be clean and dry with floors swept clean. Some wear and tear on the container is acceptable as indicated below. The objective in the selection and acceptance of a

1070819 5 container for use is to ensure that after the container has been prepared any penetration of probe of the container would be evident on the inside for the container. Every possible situation and type of condition of a container cannot be expressed in this document. When in double the ultimate acceptability of the container will be decided by the customer representative(s). The following guidelines generally apply:

• Only corrugated steel containers are acceptable.

• No holes are permitted.

• Containers may have up four patches. No patch can exceed the size of 9,678 square mm (15sp.

Inches) which is 75 x125 mm (3” x5”).

• Dents may not exceed 25 mm (one inch) in depth

• All bars, doors, and locking mechanisms must be fully operable. Locking mechanisms must have holes that align properly to accept bolts and seals.

• All containers will be watertight. This is normally guaranteed by the shipping firm supplying the container. A simple check is to enter the container, close the doors, and check for light.

• When a container floor exhibits evidence of having been repaired, the underside of the flooring must appear to be the same as the original flooring.

• Sweep each container floor clean prior to inspection, for initial acceptance by the contractor. The contractor will ensure floorboards have all screws intact, the floor contain no holes, no lifted floorboards exist and there is no splintering beyond 152 mm (6”) in length and 3.0mm (1/8” ) in depth in any one place.

• No re-welds or patches are permitted on door hardware. Factory rivets must attach all door hardware on the right-hand, operable door, or if factory rivets have been replaced, the interior hex nuts must be welded to the blot and door.

• j A maximum of six (6) “after factory” welds are permitted.

• The containers will be rejected if any door hinges have been repaired.

• Prior to use, the container will be inspected to ensure structural integrity, including the physical condition (dents, holes, etc.) of the doors, floor, walls, and roof. A complete visual inspection report will be forwarded to the AO with a copy to the project director/COR. Containers with holes, excessive patches excessive rust, or doors that cannot be locked are deemed unacceptable. Any such containers must be rejected and not used for packing materials destined for abroad. The contractor shall allow customer representatives(S) access to the contractor’s CRP, if requested for a visual container inspection after preparation but prior to loading. The customer reserves the right to reject containers that are in its sole discretion of questionable quality.

• Storage 1: All construction materials will be stored within the designated staging and lay down areas in approved lockable containers under site control. The lay down areas, staging areas, and containers will be secured within the controlled operations compound. Representatives from the Government will perform random patrols and inspections.

• Storage 2: Throughout the duration of the project all construction materials shall be stored within Bldg.3520. or if approved by the AO and COR in contractor procured/owned. Secured containers within the 390IS compound. Containers will be secured daily by the contractor utilizing contractor provided locks (at least medium security) and individually, numbered seals. They will be responsible for disposal of the container when no longer needed or required for storage.

g. Control of Operation and Construction workers: Work shall include, but is not be limited to:

• All on-site design work must be performed by United States (US) Top Secret (TS)// SCI. SI/TK-cleared personnel possessing a favorably adjudicated counterintelligence polygraph and recognizable by the Government agency (on-site).

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• Construction, finish, and demolition work to include any work on the facilities outer perimeter boundary walls shall be performed by US TS//SCI.

• Construction workers:

a. Worker may be non-US personnel vetted for base access by the base security forces squadron.

Uncleared construction personnel are required to provide the SSM with biographical date (full name, current address, ID Number, Date/Place of birth) for vetting. The work will be isolated to the doorway threshold which is distanced from sensitive operational activities. As a precaution barriers are required to be in place prior to work activities each day, preventing any line of sight. All work areas will have sound attenuation suing music. Work will be monitored by US TS/SCI-cleared personnel at a 1 to 4 ratio. All existing IDS hardware will be removed and replaced by US Secret cleared personnel while escorted and monitored by US TS/SCI cleared personnel.

b. If the contractor work force has non-English speaking workers, the contractor will ensure a competent English translator is on site at all times non-English speaking workers are present to assist in any communication between 390IS personnel and the workers. At any point that there is double in the translator’s capabilities, the translator will be replaced immediately.

h. Photography: No photography is permitted within the facility compound unless the SSM authorizes

it. Trained and approved site Government personnel and, if approved by the SSM, trained contractor personnel, are permitted to take photographs IAW site photography policies. The SSM will provide training to any contractor personnel permitted to take photographs. The SSM will review all photographs and establish limits, restrictions, or other controls as necessary.

5.0 Submittals: Project documents to be submitted for each design stage are as follows.

95% design 100% design Original Drawings 1 1 1 Specifications 1 1 1

CD 2 2 2

6.0 Scope of Work: The work consists of the following elements.

a. Remove the existing exterior door(s), frame and trims which contain lead-based paint included in.

b. Install the exterior metal SCIF doors and frames with trims. New doors is 44 mm thick and has 1-hour fire rated metal door(s)/frames and an STC rating of 45 or higher with proper security hardware including interior door hinges.

c. Install the exit devices (motion egress) to all door(s).

d. Repair the exterior/interior finish affected by the door replacement.

e. Replace existing threshold with new one, includes repair of existing floor finish.

f. Replace the existing door trim and threshold with new one.

g. Install SCIF security lock (CDX-10 and X-9/10) to the entrance door. The SCIF high security lock shall be approved by GSA. The lock must be a portable battery built-in lock that operates in the event of a power failure, and a single motion egress devices type.

h. Remove existing components of the typhoon countermeasure system, signboards, and security related equipment and install on new doors.

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7.0 Attachments:

1. Location plan

2. ACM/LBP test results