Atch_1_SOW_Gate_House_106.pdf

Attachment 1, SOW Contract No. W91238-17-R-0070 07 July 2017

A01.38_Atch 1 SOW Gate House 106 DDJC Tracy - 07-11- 2017 Final.docx Page 1 of 14

Statement of Work Building 106 - New Gate House

Defense Logistics Agency (DLA), DDJC Tracy, CA

1. SCOPE OF WORK

Task 1.1 – The contractor shall build a new Gatehouse #106 including furnishing all skilled labor, material, equipment, transportation, supplies and supervision necessary to demolish and replace an existing Gate House at the Employee Gate (New Building 106).

Description:

This document shall explain distinct items of work, all pertaining to the Employee Gate (Building #106). General requirements pertaining to all CLINs for the project are contained in the Request for Proposal (RFP) and execute as a Small Business Set A-Side described below.

The Contractor shall construct and execute the administration responsibilities for submission requirements identified in this SOW with Project Team members.

Items such as: contract deliverables, special sequencing or phased construction requirements, special hours for construction based on client agency programs or building occupancy, security needs, delivery dates for critical path and long lead items, utility interruptions and/or shut down constraints for tie-ins, weather restrictions including coordination with other non-critical path activities at the site shall be addressed.

This document provides site specific and administrative information; including a narrative summary of the work to be executed for this project including in Division 1 Specifications. The Contractor shall assure there are no conflicts between the information contained in Division 1 of the specification and the General Contractor requirements.

Contractor shall provide work phasing plans for the critical path items.

This SOW shall take precedence in this Small Business Set A-Side. Contractor shall coordinate with construction personnel while conducting work.

Contractor shall work with Construction Operation Representative (COR) and Deputy of Public Works (DPW) at in order to facilitate the work with the building operations.

Task 1.2 - This facility is to be a single-story building with exterior split-face concrete masonry units with integral color matching the Truck Stop Building #120. Interior partition walls will be comprised of metal studs and 5/8" type "X" gypsum wall board (GWB) for office side and 5/8" water resistant GWB for bathroom side. The interior walls finishing: such as furring out wall to accommodate R-13 insulation, 5/8" type "X" GWB and ceiling finishing such as drop in ceiling or GWB. The roof will be of structural standing seam metal material. Extensive utility lines will be required to serve the various components of the proposed facility. Pre-engineered metal building (modular unit) shall

A01.38_Atch 1 SOW Gate House 106 DDJC Tracy - 07-11- 2017 Final.docx Page 2 of 14 be covered by split-face CMU veneer wainscot as shown in attached drawing A-101.

The CMU Veneer will match the existing Truck Stop Gate House and the CMU Veneer shall be installed in the field after the modular unit is set in place.

Task 1.3 – Left Blank.

Task 1.4 - Anti-terrorism/Force Protection: This project has been coordinated with the installation physical security plan, and all physical security measures are to be included.

All required antiterrorism/force protection measures are to be included in accordance with UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings and DoD Instruction 2000.16, DoD Antiterrorism Standards, with emphasis on standoff and separation distances and physical protection of the building.

Task 1.5 - The interior and exterior design finishes should be compatible with the Truck Control Gate House at the south end of the installation as an example.

Task 1.6 - This project is to replace the existing building to improve employee efficiency, reduce traffic congestion and improve working conditions for all personnel.

Task 1.7 - Replace one (1) existing Gate House and foundation with one (1) new building to meet UL-752 Standards for Level 3 protection. The unit shall have approximate base dimensions of 10’-9” x 20’-0” with 2’ roof overhang and Standing Seam Roof Systems (SSMR).

Task 1.8 - New Gate House shall be pre-engineered, steel, bullet-resistant with unisex restroom include lavatory and a water closet.

Task 1.9 - Demolish one (1) existing Gate House 106 structure including the following:

Task 1.9.1 - Overhead power lines to be temporarily re-located away from the construction zone and safely tied off and stored on the installation. New underground lines shall be provided for Gate #106.

Task 1.9.2 - Demolish the concrete/foundation platform with the landing around the building. The contractor is responsible for restoration of the surrounding area impacted by demolition work. Also remove or demolish the following

1. Interior counters.

2. Sliding doors on two sides and windows.

3. Secondary electric and control wiring must be designed by the Contractor.

4. Metal Commercial Flood lights at exterior corners (outside eaves) of building and above each door (total of 6 lights) with a backup battery source for 24 Hours in case of a power outage.

5. HVAC System - recover the refrigerant and turn over to the DDJC Installation. The Government will provide the recovery tank. Certified technician with certified equipment shall perform the recovery of the ODS

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6. Curbs, concrete slabs, gutters, sidewalks, storm drain system, water supply, raised median, lighting, signalization and electric utilities.

7. Contractor shall clear and reuse the K-Rail Barriers around the Gate House.

8. Emergency panic button and circuit shall remain located on the wall adjacent to the restroom including the wiring shall be protected and re-used/re-installed in Gatehouse #106.

9. Contractor shall disconnect, reserve, reuse and reinstall the control panel of the Wedge Security Barrier System.

Task 1.9.3 – Materials and debris generated by the demolition process shall be recycled as much as practicable in accordance with Division 01, Section 01 62 35.

Task 1.10– Provide adequate signage along S. Chrisman Road to alert automobile and truck drivers of the closure of the gate house and include directional signs towards an alternate gate to be used. Signage should be in accordance with Caltrans and City of Tracy standards.

2. REQUIREMENTS

Design and Construction:

Task 2.1 – The contractor shall design the gate house in conformance with the criteria and deliverables outlined in Division 01.

Task 2.2 - All material for this project shall be new unless otherwise specified. The contractor, during design, may propose the use of recycled materials in accordance with criteria included in Division 01, Section 01 62 35, with full justification.

Task 2.3 – To the greatest extent practicable, all products shall be “Made in U.S.A”, and shall meet the Buy American Act requirements.

Task 2.4 - Prefabricated gate house shall be designed to criteria included within the latest editions as of the contract award date, of the UFC, CBC, IBC, NEC and other applicable publications.

Task 2.5 - New building, doors, windows, and frames shall meet UL-752 ballistic standards with Level 3 as a minimum protection. The contractor shall coordinate with the Project Engineer, DDJC and the Tracy site, to validate the ballistic threat level desired by the installation.

Task 2.6 - Unit shall be manufactured to be in full compliance with U.L. 752 standards for Level 3 bullet resistance. U.L. Level 3 is designed to resist attack from multiple shots

95) from a Super Power Hand Gun, such as the .44 Magnum and the like with muzzle energy of 971-1175 foot-pounds. The gate house will have ballistic protection in ALL

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Task 2.7 - Reconstruct the concrete/foundation (slab-on-grade) platform with the landing around building and set the elevations above road grade.

Task 2.8 - Frame: To be minimum ASTM A500, 3" x 3" x 0.125" structural steel tubing.

Task 2.9 - Wall System: To be minimum of ASTM A653 16ga. cold rolled galvanized steel panels on the interior and U.L. Level 3 armor plate steel exterior walls.

Task 2.10 - Insulation: the roof system will have a minimum thermal resistance rating of R-30 and exterior walls will receive an R-13 thermal resistance rating.

Task 2.11 – Roof system: To be all steel construction designed for exterior use with 28" parapet style fascia and 6" overhang on all sides. Roof to be insulated to R-30 and constructed of internal steel framing with a 16ga. galvanized steel roof surface that is covered with a three part coating that has a solar reflective index of 75 or greater (see California Building Code, Title 24). Roof to be sloped to drain through a gutter system with downspouts. The roof shall have removable lifting eyes for hoisting by crane. The roof system will be designed to resist winds from any direction in conformance with ASCE 7 wind uplift and resistance standards and local wind speed criteria.

Task 2.12 - Floor: Units to have a minimum 12ga. galvanized steel plate floor covered with charcoal speckled rubber tile (VCT) with 4" high base cove. Floor to be mounted on a 2" galvanized steel tube frame and joists. Floor system shall be designed to mount directly to a concrete pad/curb. Floor frame will have four brackets for anchoring to the concrete, each with a pre-drilled hole. Floor to have all required cut outs for electrical, plumbing, data & communications.

Task 2.13 - Doors: Unit to have two heavy duty steel framed sliding doors, one mounted on each long side wall. Doors to be top hung by a minimum of eight 3" diameter rigid steel ball bearing rollers from an upper steel track with lower stainless steel guide. Door to have stainless steel pull handles welded to the frame with mortise lock.

Task 2.14 - Windows: Unit to have hardened bullet resistant steel window frame system with welded corners. Unit to have fixed windows in all areas, other than the restroom.

Task 2.15 - All glazing to be U.L. Level 3 tinted laminated glass clad polycarbonate. The window type shall be low-emissivity, squared with reflective bronze double glazing.

Task 2.16 - Provide LED lights recessed in a 16 gauge galvanized steel ceiling, welded in place and painted to match booth interior. Lights to be wired to a single pole wall switch.

Task 2.17 – Outlets (Telecommunication and other use): Refer to Sheet E-101, The Contractor must identify all disconnects and develop a control wiring diagrams.

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Task 2.18 – Gatehouse Electrical Panel: One 208/120 volt, single phase, 3 wire, 24 poles, 125 amp, panel flush mounted in a steel cabinet on the restroom partition wall. All branch circuit wiring to be minimum #12 AWG copper in minimum 3/4 inch EMT.

Branch circuit conduit fittings shall be compression type, no set-screw type.

The existing Emergency Panic button is connected to the LENEL security system that notifies Dispatch office. Reinstall this existing Emergency Panic button back to the new gatehouse and reconnect it to the LENEL security system.

Task 2.19 - No sprinkler protection is required for the gate house and guard/inspector office.

Task 2.20- Air Conditioner: Unit to have a commercial heat pump with a minimum of 36,000 BTU cooling and 5KW heating strip. This unit should be cooled by a positive pressure type system, consisting of a constant volume of air blown through a split system - coil mounted direct expansion coil. The coil unit (with blower) shall be pre-installed on the ceiling distributed through low-pressure ductwork to ceiling diffuser with programmable thermostat.

Task 2.21- Installation of the condensing unit (shipped loose with line set) on to the curb, tie in/s and startup of the unit and connection of the electrical feed to the compressor/contactors. All line sets and wiring to the breaker panel and/or thru the roof to the disconnect to be done on site by others, Task 2.22 - Restroom (unisex type) : Unit shall have a restroom in the back of the building with all interior steel partition studded walls, all steel door with hardware, plumbing wall with interior removable access panels, hard points and cut-outs for plumbing lines and fixtures, roof jack with vent tube, light with wall switch, exhaust fan with wall switch, tank-less water heater, GFI outlet, toilet paper holder, paper towel & soap dispenser, mirror and coat hook. Toilet and faucet shall be electronic sensor type.

Contractor shall determine toilet and faucet flow (GPM) based on UFC and IPC requirements.

Task 2.23 - Awning misting system. See RFP drawings, Sheet P-101, for layout. The contractor shall provide a design for this system (high pressure preferred) for government approval.

Task 2.24- Flooring: Main office – Install a Speckled Rubber Tile (VCT) for the flooring. Install Ceramic Floor Tile in the restrooms for long-term durability and slip resistance.

Task 2.25- Wall Finishes: The room shall have eggshell finish paint for durability and ease of maintenance with a smooth wall texture finish.

Task 2.26 - Hose Bib: A wall hose bib, brass with ¾” hose connections, with faucet handle securely attached to stem and in compliance with MSS SP-80 shall be provided on the outside of the gate house (at either end and not on the walls facing the traffic lanes).

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Task 2.27 - Portable Fire Extinguishers:

Fire extinguisher (one) sized for #10 ABC dry chemical extinguisher will be mounted on the wall, located in accordance with NFPA 10.

Task 2.28 - Restroom shall be provided with fresh air in accordance with ASHRAE STD

62.1 (2013). The restroom shall be provided with an exhaust fan.

Task 2.29 – Counter Top: Unit to have one interior steel shelf 22" deep, mounted at 33" AFF on the end wall opposite the restroom. Shelf to be rated for minimum 250lb load.

Task 2.30 - Contractor to supply an electrical power service drop from the primary aerial electrical power pole (pole W/14), the contractor must identify the voltage, 3 Phase, 4- Wire to Gatehouse Electrical Panel via underground distribution. The Contractor must identify and design a primary and secondary supply power, see Sheet E-102. Provide a 20 Amps dedicated circuits with duplex receptacles for each of the following equipment:

a microwave oven, refrigerator and all computer equipment.

Note: Voltage drops will be limited to NEC compliance.

Note: All requirements for dedicated receptacles for equipment and the Contractor must show the dedicated receptacles on the electrical drawings - see Sheet E-101.

Task 2.31 –Provide 2 cabinets: one for the communication (copper/cat6 cables) and one for the fiber cables in the new gatehouse.

Task 2.32 - Provide a certified professional installer with 3 years of experience successfully installing ESS of the same type and similar design to reconnect all new communication data and voice (2 phone lines), fax, LAN (Local Area Network), WAN (Wide Area Network). CCTV (Closed Circuit Television with a video recording system), DBIS (Defense Biometric Identification System), and RF-ITV (Radio Frequency In-Transit Visibility) Systems.

The system shall be equipped with digital video recording capability for 24 hours and 7 days a week operation. Camera(s) should provide an over-watch perspective including Zoom “Eye Control Focus” (ECF) operations to include the access control area, vehicle search areas, final denial barriers, and pedestrian access points. Each inbound lane of traffic should be equipped with cameras capable of reading license plates and viewing drivers in the identification check areas and search areas. The CCTV system should be monitored in the gatehouse, inspection office, and the Installation’s Central Security Monitoring Station (MP Desk, 911 Desk, Installation Emergency Operations Center (EOC), etc.).

Task 2.33 - CCTV: DDJC – DLA shall provide (2) inspection video cameras with two monitors. The monitors shall be mounted with adjustable brackets above top front view of the window to provide a direct viewing of oncoming vehicles to inspect incoming and outgoing traffic and personnel. The cameras will be mounted on the soffits in the front and back of the new structure.

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Task 2.34 - Exit and/or emergency lighting will be designed in accordance with NFPA 101, Life Safety Code, and will be provided with self-contained emergency battery backup units. Exit lights will be the LED type. Night lighting will be provided in required area.

Task 2.35- Exterior Lighting: Wall (soffit) mounted lighting will be provided at building entries (providing a surround of 360 degrees) with LED light fixtures and the color of fixtures will match or blend with building colors. All exterior light fixtures shall be controlled by a photocell.

Task 2.36 - Gate House 106 shall require a new installation of underground electrical power line from the closest power pole, approximately 200’ from the gatehouse. The gatehouse shall require a 208/120 volt single-phase electric power system. Note: The primary service pole is stamped (W/14) located along Chrisman Rd.

Task 2.37 - The existing aerial primary 12.47 Kilo Volt (KV) electric power line running along the street near the project site will be used as primary service. The existing poles nearest to the new facility have pole-mounted transformers to service it, but the contractor shall verify the characteristics of the transformers to ensure that they will be adequate to provide the power needed for this project.

Task 2.38 - Exterior Aesthetic Treatment:

Pre-engineered metal building (modular unit) shall be covered by split-face CMU veneer wainscot as shown in attached drawing A-101 and shall have a metal standing seam roof.

Task 2.39 - Exterior color scheme shall be coordinated with the existing installation standard color schemes.

Task 2.40 - Water Hammer Arrester will be installed near plumbing fixtures with quick acting flush valves.

Task 2.41- Meters and Pressure Regulating Valves will be provided to incoming domestic water and the contractor will determine the diameter and length of the water supply line including a domestic water service stub outside for a future dog kennel and eye wash station.

Task 2.42 - Sanitary sewer service laterals will be designed and installed by the contractor. The contractor will have to determine anticipated diameter sewer service that will adequately service the connection. The contractor will determine the length of sewer line by running the laterals to the closest existing manhole (s).

Task 2.43 – Please reference Task 1.7.4.2 for the saved items.

Reuse/reinstall the control panel/s for Security Barrier.

Reuse/reinstall the Emergency panic button and circuit shall remain, the wiring shall be protected and re-used for the gatehouse.

Task 2.44 – Install new Safety barriers (bollards) in front, middle and the back of the

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Task 2.45 – Reinstall the control panels of the Wedge Security Barrier System.

Building & Electrical Codes References

Task 2.46 – All electrical installation of wire to the gatehouse shall be installed in underground concrete encased conduit.

Task 2.47 - The electrical installation shall be performed in a neat and professional manner. All conduit shall be installed level/plumb; run parallel/ perpendicular to the building and/or column lines, and be sized ¾” or larger. All conduit couplings shall be of the compression or threaded type. All conduit, fixtures and junction boxes shall be properly secured to the building structure.

Task 2.48 - The contractor shall verify all existing underground conditions prior to excavation and notify the Contracting Officer of any discrepancies prior to construction.

Task 2.49 - The Contractor must build the whole new prefabricated structure in a shop and execute the setup the new concrete foundation footers, walls, sidewalks, and structural system/s resisting vertical and lateral loads, including all tie-ins (electrical & mechanical) connections. The shop drawing will be used to show architectural, mechanical, and electrical elements, etc. The new prefabricated structure will be delivered and set (boomed) onto the new foundation at Gate #6 (turnkey operation -cradle to grave) following the minimum design loads shall be per UFC 3-301-01.

The Resident Engineer and/or Deputy of Public Works must be notified 2 weeks before the prefabricated structure is completed and they will have the option to conduct a pre-inspection in the shop before the unit is shipped is so desired.

Task 2.50 - The contractor shall provide all applicable, edited UFGS specifications as required for the design and construction of the project. The Unified Facilities Guide Specifications can be retrieved at: http://www.wbdg.org/ccb/browse_cat.php?c=3.

Task 2.51 - The Contractor shall utilize SpecsIntact Software to generate the UFGS specifications as listed at: http://wbdg.org/tools/specsintact.php. Items to be deleted from the specifications shall use the “strikethrough” formatting process to delete any portion of the specifications. Additions to the specifications shall be shown in a color font. Unless noted otherwise, material specifications, equipment efficiencies, equipment listing (i.e., UL, ANSI, NEMA, etc.,), testing requirements, execution, etc., shall not be changed unless dictated by more stringent requirements in this RFP, including technical criteria such as codes and Government and industry publications that are referenced in this SOW.

Task 2.52 - The contractor shall conform to the most current applicable codes and standards listed in the SOW as of the contract award date, including but not limited to:

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Unified Facilities Criteria (UFC), UFC 1-200-01, Design General Building Requirements.

Unified Facilities Criteria (UFC), UFC 3-600-01, Fire Protection Engineering for Facilities.

American Society of Civil Engineers (ASCE) 7-10 Minimum Design Loads for Buildings and Other Structures Defense Distribution Depot, Tracy DDJC Installation Design Guide, Unified Facilities Criteria (UFC), UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings.

Unified Facilities Criteria (UFC), UFC 4-010-02, DoD Minimum Antiterrorism Standoff Distances for Buildings.

Physical Security, AR 190-11, 12 and AR 170-5.

International Building Code 2015 NFPA 70 National Electrical Code NFPA 72 National Fire Alarm & Signaling Code NFPA 70E Standard for Electrical Safety in the Workplace NFPA 90A Standard for Installing HVAC Systems NFPA 101 Life Safety Code IEEE C2, National Electrical Safety Code UFC 3-301-01 Structural Engineering UFC 3-310-04 Seismic Design for Buildings UFC 3-410-01 Heating, Venting and Air Conditioning Systems UFC 4-010-01 DoD Min. Antiterrorism Standards for Buildings UFC 4-021-01 Design and O&M: Mass Notification Systems UFC 3-420-01 Plumbing Systems UFC 4-022-01 Security Engineering: Entry Control Facilities / Access Control Points UFC 3-501-01 Electrical Engineering UFC 3-520-01 Interior Electrical Systems UFC 3-530-01 Design: Interior and Exterior Lighting and Controls UFC 3-550-01 Exterior Electrical Power Distribution, UFC 3-560-01 Electrical Safety, O&M UFC 3-580-01 Telecommunications Building Cabling Systems Planning and Design UFC 3-600-01 Fire Protection Engineering for Facilities UFC 3-601-02 Operations and Maintenance: Inspection, Testing, and Maintenance of Fire Protection Systems UFGS 22 00 00 Plumbing, General Purpose UFGS 22 07 19.00 40 Plumbing Piping Insulation UFGS 26 00 00.00 20 Basic Electrical Materials and Methods UFGS 26 05 48.00 10 Seismic Protection for Electrical Equipment UFGS 26 20 00 Interior Distribution System UFGS 26 51 00 Interior Lighting UFGS 26 56 00 Exterior Lighting UFGS 27 10 00 Building Telecommunications Cabling System UFGS 28 23 23.00 10 Closed Circuit Television Systems

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UFGS 28 10 05 Electronic Security Systems (ESS) UFGS 33 71 01 Overhead Transmission and Distribution UFGS 33 71 02 Underground Electrical Distribution IESNA standards on LED and SSL: LM-79-08 IESNA standards on measuring Lumen on LED: LM-80-08 IESNA HB-10-11, IES Lighting Handbook IESNA G-1-03, Guideline on Security Lighting for People, Property and Public Places

IECC, Commercial Lighting Requirements

UFC current dates listed on the webpage http://wbdg.org/ccb/browse_cat.php?o=29&c=4

3. GENERAL REQUIREMENTS

3.1 The contractor shall verify all existing conditions and dimensions and notify the Contracting Officer of any discrepancies prior to construction.

3.2 All demolished materials shall be disposed off of DDJC property.

3.3 Job site shall be left in a clean and orderly condition, and all construction debris and excess materials shall be removed upon completion of the job. Contractor shall not use Government trash cans, dumpsters, or other waste receptacles.

3.4 All work shall comply with the specifications of the basic MATOC contract.

3.5 Construction shall be in compliance with all applicable local, state and federal standards.

3.6 Contractor is subject to all DLA Distribution San Joaquin health and safety regulations and DLA security requirements.

4. ENVIRONMENTAL COMPLIANCE

4.1 The Contractor shall comply with all Federal, State, and Local regulations including but not limited to the NEPA and General Conformity requirements, as well as DLA and Host installation rules and policies regarding the use, storage, transport and disposal of hazardous materials and wastes.

4.2 Hazardous work processes and hazardous materials utilized or generated in the performance of this contract shall be controlled and disposed of by the Contractor in a manner that is safe IAW the appropriate local, state and US Government laws and directives established for the control of those processes and materials.

4.3 The Contractor shall provide for clean-up of all hazardous and non-hazardous spills when they may occur in, around, or as a result of the Contractor’s operation. The Contractor shall also provide for transportation and disposal off the facility of all hazardous and non-hazardous waste products generated in the performance of this

A01.38_Atch 1 SOW Gate House 106 DDJC Tracy - 07-11- 2017 Final.docx Page 11 of 14 contract. The Contractor shall immediately notify the COR of any hazardous waste spills.

5. SUBMITTALS AND FINAL REPORTS

5.1 Submittals are required, and shall be submitted to the COR, for all material to be utilized and/or installed shall be in compliance with this SOW. All submittals shall be approved prior to commencement of work. Submission of all drawings, specifications, manufacturer’s data, calculations, and other miscellaneous documents shall be in electronic format (PDF) on a CD or DVD. Government review and approval for submittals will be 21 calendar days. Submittals shall include but not be limited to the following:

a) Task specific: Quality Control Plan, Hazard Analysis and Safety/Health Plan.

b) Construction Schedule, (P6 and PDF)

c) Specification and Manufacturers’ data and shop drawings for all materials and equipment.

d) Design plan drawings and calculations including wind load, seismic load, member design, footings, connection, and electrical design, 100% design.

Design submittals required shall be for pre-final (100%) design and 100% corrected final design only.

e) Final inspection of building.

f) Operation and Maintenance manuals, 4 sets.

g) As-built drawings: 1 set, D size and half size, PDF files and AutoCAD 2012

[verify if this version should be revised to a more current version] files.

h) Completed DD Form 1354.

6. QUALITY CONTROL AND INSPECTIONS

6.1 All work shall be inspected by the Contractor’s quality control person and final inspection shall be performed by the Government representative prior to final payment. Provide a Safety oversight team that includes a minimum of one person at each project site to function as the Site Safety and Health Officer (SSHO). The SSHO or an equally-qualified Designated Representative/alternate shall be at the work site at all times to implement and administer the Contractor's safety program and government-accepted Accident Prevention Plan. The SSHO's training, experience, and qualifications shall be as required by EM 385-1-1 Paragraph 01.A.17, entitled Site Safety and Health Officer (SSHO), and all associated sub-paragraphs. The SSHO must meet the requirements of EM 385-1-1 Section 1 and ensure that the requirements of 29 CFR 1926.16 are met for the project.

7. SECURITY REQUIREMENTS

7.1 All contractors, including subs, shall complete the online Force Protection Training (https://atlevel1.dtic.mil/at/) and provide COR with certificates of completion (pdf. file) and all vetting information in a MS Word 2013 Document by

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All required vetting information includes the following:

1. Full Legal Name (with suffix if applicable)

2. Social Security Number

3. Place of Birth, (City & State or City, Province, & Country)

4. Driver’s License Number and State of Issue, or State Issued ID

5. Current Address, (not a post office box)

6. Date of Birth

7. “A” Number on the Resident Alien Card (must carry card and/or work permit)

8. Submit a signed and completed Release of Information form. Item # 1-7 should be submitted in a typed, legible list. All Resident Alien personnel must carry their Resident Alien Card and present it with Driver’s License to the Gate Guard; this information must also be provided prior to the pre-construction meeting. All of the requirements of this paragraph must be completed before work is scheduled to start.

7.2 Contractor personnel or any representative of the Contractor entering DoD locations to perform contract requirements shall abide by all security regulations and may be subject to security checks. Contractor personnel and property are subject to search and contraband/banned items are subject to seizure upon entering, while on, and upon leaving the Defense Distribution Depot San Joaquin (DDJC) pursuant to installation regulations.

7.3 Contractor personnel shall conduct themselves in acceptable business decorum at all times. The Contractor shall remove any individual from the site whose continued presence or employment on this contract is deemed by the Contracting Officer’s Representative (COR) to be contrary to the public interest, deemed to adversely affect health, morale, welfare, or good order and discipline on the installation, or inconsistent with the best interests of national security. In accordance with 18 USC 1382, the Installation Commander has the authority to bar individuals from the installation. The removal of Contractor personnel from the DDJC installation shall not relieve the Contractor of the requirement to provide sufficient personnel to perform the services as required by this SOW.

7.4 No Contractor personnel or any representative of the Contractor will be admitted to the site of work unless he/she furnishes satisfactory proof of United States citizenship, or, if an alien, residence within the United States is legal.

7.5 The Contractor shall ensure the physical security of all Government property furnished for the performance of this contract. This includes the assurance that accountable property inventory in this contract is secured and protected against theft or sabotage or other acts constituting illegal destruction. The government will not be responsible in any way for damage to the Contractor’s supplies, materials, equipment, and property or to Contractor employees’ personal belongings that are damage or destroyed by fire, theft, accident or other disaster.

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8. CONTRACTOR / SUBCONTRACTOR – VISITOR BADGES

8.1 All prime Contractor and subcontractor employees will be required to sign in to apply for badges at the Security Operations Pass & ID Office at Building 29.

Contractors may be required to submit security form DD 3988-2, National Agency Questionnaire (NAQ), for all proposed superintendents and/or foremen at least one (1) week prior to initiation of work and prior to badges being issued.

This form may be obtained at the Pass & ID Office. When applying for a badge, Contractor and subcontractor personnel must present a driver’s license or another identification card with a photograph, and a copy of the contract. Badges are issued for the contract performance period. A check will be made periodically by Security on the status of these badges. Supervisors and/or foremen will be responsible for the conduct of their crew while on DDJC San Joaquin Facilities.

8.2 A minimum of one week prior to entry and initiation of work on San Joaquin

Facilities, the prime Contractor is to submit a list of all prime and subcontractor employees including any other personnel required to perform work on San Joaquin Facilities during the contract performance period. The list is to be submitted to the Contracting Officer's Representative (COR). If personnel are added or changed during the contract performance period, a revised list is to be submitted prior to any new employees' arrival for work at San Joaquin Facilities. Security may refuse entry to employees not on the employee list.

8.3 At a minimum of 48 hours before the delivery of any equipment, materials, or rentals, the Contractor shall submit to the COR the name of the company, address, phone number, and personnel making the delivery.

8.4 All expired or unnecessary badges will be returned to the issuing office. The Contractor agrees to pay a replacement fee of $22.00 for each badge not returned.

9. DISCOVERY OF UNIDENTIFIED MATERIALS OR OBJECTS

During excavation and demolition operations, the potential exists, due to the historical nature of the Tracy Site, for the discovery of hazardous materials such as explosives, chemical (gas) weapons and toxic contaminants. The following procedure is applicable:

9.1 Any suspect material or unidentified objects found during construction activities shall be assumed hazardous. Excavated soils with unusual appearance or odor shall be considered suspect.

9.2 Site workers shall immediately secure in a safe condition any equipment being operated and leave the area of the material or object. Do not approach, examine or move the material or object.

9.3 The discovery shall be reported immediately to the DDJC Fire Department by calling *911. (Outside phone line emergency number for the DDJC Dispatch

A01.38_Atch 1 SOW Gate House 106 DDJC Tracy - 07-11- 2017 Final.docx Page 14 of 14

Center is 209-839-4302.)

10. POINTS OF CONTACT (POCs) USACE: Stacy Thurman, Contract Specialist, (601) 634-3198 USACE, Engineer Research and Development Center Contracting Office, 3909 Halls Ferry Road, Bldg. 1003 Vicksburg, MS 39180

11. After Award Contracting Officer Representative (COR) & Post Award POC

The Administrative US Army COE POC & ACO will be Fred Martin at (916) 649-0145;

or by e-mail at Fred.Martin@usace.army.mil. He will also be responsible for verifying that Contractor’s performance and completion of work is in accordance with the applicable requirements. He will assign a USACE COR to the project.

The USACE ACO & POC address is:

ATTN: Fred Martin, Resident Engineer U.S. Army Corps of Engineers, Sacramento Resident Office 2194 Ascot Avenue Rio Linda, CA 95673

Contractor shall reproduce five (5) hard copies, of all 8.5” x 11” specifications, drawings and miscellaneous contract documents from the award CD (Government provides after award). On the drawing reproduction, Contractor shall supply three (3) each half size (11” x 17”) and two (2) each full size (22” x 34”) sets of all drawings. Six CDs shall be created from the Award CD and shall also be included in the package. Contractor shall also provide electronic copies of the drawings and specifications in PDF format. These documents and electronic files shall be delivered to the respective Resident Office within 10 days after award of the contract, to the respective Resident Engineer address on the award documents including responsibly submission for all electronic files.

Appendices:

Appendix 1 – Drawings.pdf Appendix 2 – Division 01 Specifications Appendix 3 – RFP Package

End of Statement of Work