Attachment_1-_DES_0002-6J_SOW_1_Install_CCTV_Cameras.pdf

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DEPARTMENT OF THE ARMY

INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF PUBLIC WORKS, UNITED STATES ARMY GARRISON

P. O. BOX 31310

FORT GREELY, ALASKA 99731

May 17, 2018

IMPFG-PW

Memorandum For:

Reference: DES 00002-6J

Subject: Install CCTV Cameras at Main ACP

Expected Period of Performance: NTP 120 days

STATEMENT OF WORK

1. General: Install two new CCTV cameras at the main ACP.

1.1. See attached Model Drawings E-1, E-2, E-3, E-4 and E-5 which detail general requirements for the work and specifications for equipment referenced here.

1.2. Conduct a pre-construction meeting with the tenant and DPW to review the contractor’s schedule, quality control plan, submittals and discuss any required coordination, issues and clarifications to arrange access and to ensure that tenant’s requirements are understood. The contractor shall arrange for a site visit as the government does not guarantee initial site conditions.

1.3. Coordinate with the government COR for information on placement of equipment and for information on constraints not mentioned in this Statement of Work.

1.4. All work shall conform to the following requirements: UFC 3-501-01 Electrical

Engineering, UFC 3-560-01 Operation And Maintenance: Electrical Safety, UFC 3-520-

01 Interior Electrical Systems (Oct 2015), ANSI/TIA-607-C-2015 Telecommunications

Bonding and Grounding (Earthing) for Customer Premises (Nov 2015), TIA/EIA-569-

B.1 Commercial Building Telecommunication Standards, and Technical Criteria for

Installation Information Infrastructure Architecture I3A Feb 2010. All work shall meet the requirements of IEEE 1100, NFPA 70, NFPA 780 (if installing a lightning protection system) and NFA 70E. Please refer to the most recent versions of these documents.

1.5. Coordinate with Rob Mathews (873-4120, robert.w.matthews6.civ@mail.mil) to obtain government provided equipment.

2. Project Details: Provide material, labor and the equipment necessary to install two new digital cameras (government supplied) at the main access control point (ACP) looking down the inbound lanes directly behind the new guard shacks. Camera shall be mounted to capture both the license plate of the incoming vehicle and the driver of the vehicle as it approaches as shown in Drawings E-4 & E-5. Project shall be scheduled to minimize the amount of time that the existing cameras will be down. Camera downtime shall be coordinated in advance with Rob Mathews.

REPLY TO

ATTENTION OF:

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2.1. The government shall supply the following pieces of equipment:

2.1.1. (2) Bosch FLEXIDOME IP Dynamic 7000 RD cameras

2.1.2. (1) ComNet CNGE8MS switch

2.1.3. (2) Bosch LTC 9213/01 Pole Mount Adapters

2.2. Prepare B571 Guard Booth for new cameras as shown in Drawing E-2.

2.2.1. Remove all Infinova fiber optic converters (model N3731TA-1D1B-M) and the

Pelco VS5104 Video Switcher shown in Drawing E-1. Remove the coax splitter and coax cables going to and from the video switcher. This equipment will be turned over to Rob Mathews.

2.2.2. Install ComNet CNGE8MS switch (government supplied). Connect the

CNGE8MS to the Fiber Optic Patch Panel (FOPP) in the same building with two single mode (SM) optical fibers and a ComNet SFP-6 Module. This SFP-6 Module shall plug into one of the gigabit combo ports on the CNGE8MS. These two fibers shall connect at the FOPP to two fibers connecting to the B556 FOPP.

2.2.2.1. This switch shall also output video from the five cameras fed into it to the workstation installed in 2.1.4.1. with a Cat 5e or Cat 6 cable.

2.2.3. Install a multi-channel CCTV video encoder that works with the existing BOSCH analog cameras and encodes the analog video feed to a digital video feed. It shall be a

Bosch VIDEOJET Multi 4000 US (P/N: VJM-4016-US) or an equal/equivalent product. This will be connected to the coax and control lines from the existing CCTV cameras and to the ComNet CNGE8MS switch with a Cat 5e or Cat 6 cable. If there is not existing surge protection where the coax and control lines enter/exit the building, it shall be installed inside the building before the lines attach to the

VIDEOJET.

2.2.4. Install a midspan PoE injector, such as a Bosch NPD-5004-POE Midspan PoE

Injector or an equal or equivalent product. The injector shall allow Ethernet infrastructure to be enhanced for use with PoE cameras and shall be able to supply the correct power to both of the new Bosch cameras being installed as part of this project.

This injector will need to connect to the ComNet CNGE8MS with two Cat 5e or Cat

6 cables. This PoE injector must be protected by HPoE surge protection where the

PoE cables enter/exit the building as shown in Drawing E-3 and as described in

2.4.5.2.

2.2.5. Install Bosch Video Client on workstation in B571 (large guard shack).

2.2.5.1. New workstation will need to be provided and installed. Workstation shall be a small all-in one touchscreen computer or small laptop capable of running the current version of the ‘Bosch Video Client’ software. This workstation must have an rj45 port.

2.3. Prepare B556 Visitor Center for new cameras as shown in Drawing E-2.

2.3.1. Remove three Infinova fiber optic converters (model N3731RA-1D1B-M). This equipment will be turned over to Rob Mathews.

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2.3.2. Connect two SM (single mode) optical fibers from the FOPP in the NEC room

(the two connected to the FOPP in B571 Guard Booth) to two available SM optical fibers connecting with Building 501.

2.4. Prepare B501 Comm Room.

2.4.1. Connect two SM optical fibers to the existing Transition Networks MIL-

SM24TAF4GPA 24 port switch with a Cisco SFP GLC-LH-SM module. These two fibers shall connect to the two fibers coming from B556 (as part of this project) at the

FOPP in B501.

2.5. Install two new Bosch FLEXIDOME IP Dynamic 7000 RD cameras (p/n: NDN-

932V09-IP) (government supplied):

2.5.1. Install a pole for mounting the cameras. The pole shall be installed at a location to mount the cameras as indicated on Drawings E-4 & E-5. Pole shall be mounted with consideration to reducing/preventing the vibrations from heavy winds, including the installation of vibration dampeners in the pole. Cameras shall be mounted approximately 8 feet above grade and 5 feet from either edge of the corner as shown in the attached drawings.

2.5.1.1. The pole and all hardware shall be galvanized steel painted to match the color of the existing poles. Pole shall have a minimum 4” diameter.

2.5.1.2. The pole shall have an internal wiring harness that routes Cat 5e or Cat 6 and a grounding electrode between the pole base and the camera mount. This wiring harness shall be compatible with the camera to be mounted on the pole.

Outdoor HPoE surge protection shall be provided at the pole as close as possible to the new camera. Ground the surge protection to a ground electrode. See section

2.5.4. for more details.

2.5.1.3. The design and installation of the camera pole shall be in accordance with

AASHTO LTS-4. Group Loads I through IV shall be considered. The design calculations shall also show that the mounted camera shall deflect less than 0.5 inches at exposure to 100 mph winds with a gust factor of 1.3. It is the

Contractor's responsibility to conduct soil borings for foundation design;

otherwise, conservative soils assumptions shall be used in calculating foundation requirements. If local and state guidelines provide foundations design for design conditions, these guidelines may be used provided all loading and design conditions fall within guideline parameters.

2.5.1.4. Before forming and placing concrete, each foundation excavation shall be inspected and evaluated for the actual soil conditions encountered. Do not proceed with the work until the excavation is inspected and evaluated. If necessary, revise the foundation design based on the soil conditions encountered. All design calculations as well as shop drawings shall be submitted to the Government for review and acceptance prior to installation (see Group I Technical Data Package).

Design calculations shall include manufacturer's cut sheets for the camera showing the camera weight and surface area. The design recurrence interval is 50 years. The design basic wind speed is 90 mph. The design ice load is 3 psf. The

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DES 00002-6J Page 4 of 9 design gust factor is 1.14. The design coefficient of drag for the camera shall be

1.2 unless the camera manufacturer dictates the coefficient of drag.

2.5.2. Install conduit from the denial arm box to the pole as shown in drawing E-3. All conduit run must be suitable for a cold, wet environment. All conduit must be metal grounded conduit (earth grounded across entire span). Reasonable efforts shall be made to prevent water from entering the conduit, connectors & junction/pull boxes including use of water-resistant gaskets, seals and sealant. This project requires flexible metallic conduit suitable for wet environments where attaching to the pole to prevent breaks from vibrations and other motion.

2.5.2.1. Contractor must obtain and follow the FGA Dig Permit. While it is not expected to find any utilities in this area, prior to any digging, every effort should be made to locate and identify any existing utilities that may be in the anticipated digging areas. These utilities shall be protected and preserved. Contractor shall cease excavation and notify the government immediately if any unforeseen utilities, archeological items, ordinance, or other items of concern are uncovered in performing contracted scope of work.

2.5.2.2. All conduit installed underground must be galvanized rigid steel conduit.

Underground conduit shall be installed a minimum of 18” below grade.

2.5.2.3. Any new conduit installed underground as part of this project shall have the location identified by 3” warning ribbon that is placed in the trench a minimum of

12” above the underground installation and a minimum of 6” below grade.

2.5.2.4. The area that will require the installation of the underground conduit shall be returned to its existing condition after conduit is installed. Existing materials may be set aside and reused.

2.5.3. Mount new cameras on pole with Bosch LTC 9213/01 Pole Mount Adapters

(government supplied).

2.5.4. Grounding: The camera housing must be grounded using a grounding electrode.

Ground the pole and conduit to this same electrode. See Drawing E-3 for details.

2.5.5. The contractor shall install a lightning protection system for the camera pole consisting of one strike termination device, down conductor and grounding electrode.

These shall be Class 1 or 2. See NFPA 780 for details.

2.5.6. Install two Cat 5e or Cat 6 cables from the PoE injector in B571 Guard Booth to the cameras as shown in Drawing E-3.

2.5.6.1. Ethernet cables must be a minimum of an overall braided Shield (S) with

Unscreened Twisted Pairs (S/UTP), either Cat 5e or Cat 6. This cable must be rated for cold, wet environments. The cable shall be grounded at both ends.

2.5.6.2. Outdoor HPoE surge protection shall be provided at the cable’s entrance to the guard booth and at the camera.

2.5.6.3. In order to run the cable to the smaller guard booth (B572), the contractor will need to utilize existing conduit between the two guard booths. Power and signal cables must be in separate conduits. There are existing available conduits.

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2.5.6.4. From the pull box at B572, the cables shall be run through the same 1” conduit as the control cables for the denial arm and from the denial arm to the cameras through the new conduit and pole.

3. Acceptance Testing:

3.1. The contractor shall perform acceptance testing on all systems to ensure conformity to the requirements listed in section 1.4. All features and functions must be demonstrated to the NEW, DPW and Fire Department quality assurance representatives. The acceptance testing and measurements must be IAW the referenced standards and commercial best practices. At a minimum, the following systems must be acceptance tested:

3.1.1. Electrical

3.1.2. CCTV Camera

3.1.3. Transmission of data between CCTV Camera and CCTV Server in B501

4. Deliverables: The contractor shall furnish 1 hard and 1 digital copy of all equipment manufacturer maintenance manuals and specification documentation. Contractor shall provide a hard copy of drawings and a digital copy in AutoCAD 2012 LT or newer version of the entire construction project within 60 days of completion of the project. (Submit using DD

Form 250)

5. Proposed Schedule:

5.1. Period of performance not to exceed 120 days after NTP issuance. NTP will be issued

10 days after the contract award date.

5.2. A revised detailed schedule shall be submitted at the time of the preconstruction conference for approval. The schedule shall be in the form of a progress chart of suitable scale and in sufficient detail to indicate the percentage of work scheduled for completion at any given date during the period. The schedule shall take into consideration anticipated adverse weather that could preclude progress, long-lead equipment or materials critical to the completion of the project, review periods for submittal items requiring Government review and approval, and other events and milestones as necessary.

6. Submittals: Submittals shall be accompanied by a completed ENG Form 4025-R;

incomplete submittals will be rejected without action pending completion. When directed, or as specified, the contractor shall provide information and/or submit samples of equipment and materials that the contractor contemplates incorporating in the work. All submittals shall be at the contractor’s expense. See submittal register for a detailed list. In addition to paper copies, all closeout submittals shall be submitted in searchable digital format on a single CD or DVD. If searchable documents are not available (in the case of handwritten reports) scanned .pdf files will be acceptable. Contractor may choose to submit the digital submittal disc after the paper copies have been approved. All items on any given submittal shall be restricted to a single CSI tech section (items on any given submittal shall not be from more than one CSI tech section). Submittals are required on the following products/materials for approval:

6.1. Submittals required with proposal:

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6.1.1. Submit the name, supervisor and qualifications of the Contractor QC Manager.

6.1.2. Submit the names and qualifications of the Contractor QC personnel.

6.1.3. Proposed Project Schedule

6.2. Submittals required prior to start of construction.

6.2.1. Sub-contractor personnel list (POC with phone number)

6.2.2. Shop drawings

6.2.3. Dig permit

6.2.4. Submittal Register

6.2.5. All finish material samples and/or product data

6.2.6. Catalogue Cut sheets and other documentation showing that the Generator meets the requirements set forth in this document.

6.2.7. Revised (approved) construction schedule

6.3. Submittals Required Prior To Final Inspection:

6.3.1. Equipment parts list and vendors

6.3.2. Record drawings shall be maintained daily. The redlined record drawings shall be open to the Government for inspection daily during the course of the project.

6.3.3. Copies of redlined record drawings shall be submitted prior to final inspection for use during the final inspection.

7. Pre-final and Final Inspections:

7.1. Pre-Final/Final Inspection Request Notification: The contractor shall contact the government PM/QAR to schedule a pre-final/final inspection of the project after all work has been completed, and the site has been cleaned. The government PM/QAR will meet with the contractor on site to inspect the work. A request for final payment shall not be submitted by the contractor until after this inspection has been made, any punch list items have been corrected, and the project re-inspected.

7.2. Final Inspection and Acceptance: Final inspection and acceptance shall be conducted after the pre-final inspection punch list items are completed. The CQC representative compiles the pre-final punch list immediately after the work is completed. The

Government’s QA representative will sign for completion documents up to 90% (all work completed and Beneficial Occupancy taken) and the Project Manager will sign the final

100% payment documents upon receipt of acceptable As-Built Drawings and any delayed work.

8. Site Maintenance:

8.1. Temporary Storage: The contractor and the Contracting Officer’s Representative will agree on temporary storage areas in the general location of the project. Request for proposed storage area shall be submitted with the proposal documents. The contractor shall be responsible for the safety, security, and maintenance associated with storage areas. Storage areas shall be kept clean and in a neat and organized appearance at all

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DES 00002-6J Page 7 of 9 times. If the storage area is not maintained, the Contracting Officer may direct the contractor to store materials off the installation.

8.2. Special Clean-up Requirements: The contractor shall at all times keep the work area free of accumulation of waste materials. All trash shall be removed on a daily basis.

Contractors shall take measures to mitigate noise and air pollution during construction.

9. Utilities: Onsite utilities are available at this site.

10. Attachments:

10.1. E-1 Model Drawing: Existing Electrical Communications One-Line

10.2. E-2 Model Drawing: Proposed Electrical Communications One-Line

10.3. E-3 Model Drawing: Surge Protection

10.4. E-4 Model Drawing: Camera Angles Vertical View

10.5. E-5 Model Drawing: Camera Angles Horizontal View

10.6. Submittal Register

10.7. Environmental Analysis and Provisions

GENERAL NOTES:

1. The contractor needs to arrange for a site visit as the government does not guarantee initial site conditions.

2. Submit with cost proposal a probable sequence of events timeline to include long lead item delivery times and TOTAL JOB DURATION.

3. A schedule will be submitted, for approval or negotiation, to DPW Contract Management within five business days after receipt of a Notice to Proceed.

4. “Schedule format shall be Microsoft Projects or equal with the start date to be same as the Notice

Proceed date.”

5. All schedule changes will be negotiated and approved through DPW Contract Management.

6. A pre-construction meeting with DPW personnel will be held to review the contractor’s schedule, quality control plan, submittals and discuss any required coordination, issues and clarifications.

7. Installed equipment, real property, and salvageable material will remain property of the

Government unless otherwise noted by Owner’s Representative.

8. Materials submittals will be delivered to DPW Contract Management for approval prior to use on job.

9. All materials used will be new and free of defects unless previously approved by DPW Contract

Management. All materials will be installed to Industry Standards in accordance with Manufacturers recommendations and instructions.

10. All work will comply with General Building Requirement UFC 1-200-01. Copies of UFCs can be found at http://dod.wbdg.org. Copies of Army Regulations (AR) can be found at www.apd.army.mil.

11. All work will comply with applicable state building codes; all work will comply with Federal, State, and Ft. Greely Environmental Regulations “which include Waste Management” (see FGA Environmental Procedure Manual, which a copy can be obtained by DPW Environmental).

12. The contractor shall comply with all state and local occupational safety and health requirements, and requirements of EM 385-1-1 US Army Corps of Engineers Safety and Health Requirements Manual. Copies of EMs and TMs can be found at www.apd.army.mil.

http://dod.wbdg.org/ http://www.apd.army.mil/

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13. All work shall be performed in a skillful and skilled craftsman-like manner to current applicable industry standards. Work requiring certified craftsmen shall be performed by certified personnel.

Proof of such certification, training, or other qualifications shall be made available to the Government upon request. The Contractor shall pay all training and certification costs.

14. Contractor’s responsibilities include coordination with Doyon Utilities, the local utility provider, for any utility tie-ins to include water, waste water, steam and electrical distribution.

15. All new utility work shall be constructed according to Doyon Utilities (DU) construction standards.

DU construction standards can be found on their web site which is www.doyonutilities.com. Once on their web site, click on the plans and standards tab then scroll down until you find the category you are looking for. Any payment owed DU for new work or utility work that is part of the contract is between the contractor and DU including any repairs of contractor damaged utilities.

16. The contractor shall at all times keep the work area free of accumulation of waste materials. All trash shall be removed from the site on a daily basis.

17. Contractors shall provide temporary barriers as required to separate construction and occupied areas and take measures to mitigate noise and air pollution during construction.

18. Contractor’s responsibilities include following their government approved, corporate QC plan.

19. Final inspection date is predicated upon completion of all contractors QC punch list items.

20. All work is subject to inspection and testing by the Government at all places and at all reasonable times before acceptance. Government inspections and tests do not relieve the contractor of the responsibility for providing adequate quality control measures, nor does it constitute or imply Government acceptance of the work. The presence or absence of a Government inspector does not relieve the contractor of complying with the specified requirements, nor is the Government inspector authorized to change any terms or condition of the specification without the Contracting Officer’s written authorization.

21. Provide a manufacturer’s standard warranty or one year warranty (whichever is greater) from time of final acceptance by the Government, unless otherwise stated in the above portion under Scope of Work (SOW).

22. The Contractor is responsible for quality control and shall establish and maintain an effective quality control system. The quality control system shall consist of plans, procedures, and organization necessary to produce an end product that complies with the specified requirements.

23. The Contractor is responsible for proper job site postings to include the DOL publication WH- 1321 (WHs found at www.dol.gov/esa) and applicable WD found in the Task Order.

24. The Contractor is responsible to ensure that sub-contractors submit properly completed SF- 1413s (SFs found at www.apd.army.mil) and certified payrolls.

25. The Contractor is responsible for keeping their own and sub’s certified payrolls filed for each special project to include all SF 1413’s, SF 1445’s and making them available on request by KO, COTR or QAE’s.

26. Include UFCs 4-010-01, 4-01-02 and 4-022-01 (as applicable) in the project as requirements for any new construction, renovation, design and/or build. See above electronic link for UFCs.

27. Criminal background checks and personal information via DD Form 254 (DD forms found at www.apd.army.mil) shall be submitted via channels to the Security Manager for all contractor personnel, regardless of whether they’re primes or subs, no exceptions.

Coordinate with the undersigned for any further details:

Deborah Curtis

Staff Engineer/Electrical, Contractor

Wolf Creek Federal Services

907-873-4695 http://www.doyonutilities.com/ http://www.dol.gov/esa

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Reviewed & Approved by:

5/22/2018

X Cliff Baker

Signed by: BAKER.CLIFFORD.SHAWN.1191740900

DPW Chief of Engineering, GS-13