Attachment_1-DPW-00017-6J_Statement_of_Work,_14_August_2018,_12_pages.pdf

DEPARTMENT OF THE ARMY

INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF PUBLIC WORKS, UNITED STATES ARMY GARRISON

P. O. BOX 31310

FORT GREELY, ALASKA 99731

Initial Statement of Work Revision 0 DPW 00017-6J BLDG 501 14 August 2018 Replace Generators Building 501 Page 1 of 12

REPLY TO

ATTENTION OF:

14 August 2018

IMPFG-PW

Memorandum For:

Reference: DPW 00017-6J

Subject: Replace Generators Building 501

STATEMENT OF WORK

1. General: Existing generators in the basement of Bldg. 501 have mechanical issues and need to be replaced. These generators shall be replaced with one generator in a self-contained artic enclosure. The new generator shall also be connected to Bldg. 506 and Bldg. 507.

1.1. See attached Model Drawings L-1, E-1, F-1, and F-2 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 arrange access and to ensure that tenant’s requirements are understood.

1.3. The access hatch can only be open between 7AM – 3:30PM and must be coordinated with David Meinhold (907-873-7352) or equivalent personnel. If hatch must be opened earlier or left open later, approved guards would have to be provided to monitor hatch until hatch is closed. Hatch will take a large crane to open. The actual weight of the hatch lid is unknown, but has previously been lifted with a 20 ton crane.

1.4. The equipment powered from ‘Panel F’ in the basement of Building 501 cannot be powered down. The work sequence shall be designed with input from the tenant (Joe Labaska, 907-873-3216) to ensure that no equipment is de-powered. Any work which may affect the power supply to Bldg. 501 must be coordinated with Joe Labaska at least 30 days in advance.

1.4.1. If using the NEC generator to supply power to panel F, work must be completed within 6 hours during the duty day. If the NEC generator fails during the building power outage the contractor shall have a back-up method to restore power to the 59th facilities within 30 minutes.

1.5. Any power outages for the Bldg. 501 must be coordinated with Sonny Zarecki (907-873- 7326) and shall be scheduled a minimum of 7 days in advance. To schedule power outages for Bldg. 506, coordinate with Pat McGraw (907-459-5460) a minimum of 48 hours in advance, with 72 hours of notice preferred. To schedule power outages for Bldg. 507, coordinate with Rob Thurston (907-687-1774), a minimum of 48 hours in advance.

1.6. This project will require ‘Hot Work.’ As such, a hot work permit will be required. Only qualified personnel shall participate in any hot work.

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

1.8. As part of the required "Dig Permit" for the project, the Contractor shall plan to locate existing underground assets exist and then perform excavation in the planned-work areas accordingly.

1.9. All work shall conform to the following requirements: UFC 3-301-01 Structural Engineering, UFC 3-501-01 Electrical Engineering, UFC 3-540-01 Engine Driven Generator Systems for Back-up Power Applications, UFC 3-560-01 Operation And Maintenance: Electrical Safety, UFC 3-520-01 Interior Electrical Systems (Oct 2015), UFC 3-520-01 Stationary Battery Area, UFC 3-460-01 Petroleum Fuel Facilities, ANSI/TIA- 607-C-2015 Telecommunications Bonding and Grounding (Earthing) for Customer Premises (Nov 2015), and Technical Criteria for Installation Information Infrastructure Architecture I3A Feb 2010. All work shall meet the requirements of IEEE 1100, IEEE 1187, IEEE 1188 and the NFPA 70, NFPA 70E, NFPA 30, NFPA 37, NFPA 110. Please refer to the most recent versions of these documents. All work will comply with Federal, State and Ft. Greely Environmental Regulations “which include waste management.”

2. Project Requirements:

2.1. All new equipment installed as part of this project shall adhere to the UFC 3-301-01 requirements for seismic activity.

2.2. Bldg. 501 needs electrical upgrades that shall be completed as part of this project. Several electrical distribution panels and enclosed breakers in Bldg. 501 shall be replaced or rewired as specified in Electrical Drawing E-1. All panels, breakers and conductors shall be clearly labeled. The quantity and rating of the breakers listed here should be confirmed before purchases are made.

2.2.1. Label un-labeled electrical distribution panel that feeds SIPRNet, DCO & POP as Panel F.

2.2.2. Panel D is a 600A, 208Y/120V, 3Ph, 4W panel. Breakers in Panel D include (2) 400A/3p breakers, (1) 225A/3p breaker, (1) 100A/3p breaker, (1) 50A/3p breaker, (2) 40A/3p breakers and (1) 15A/3p breaker. The replacement Panel D shall be installed in the same location. Replacement of this panel shall not interrupt electrical service to Panel F.

2.2.3. Panel A Section 1 is a 400A, 208Y/120V, 3Ph, 4W panel. Breakers in Panel A Section 1 include (2) 225A/3p breakers, (2) 100A/3p breakers, (1) 80A/3p breaker and (3) 20A/1p breakers. The replacement Panel A-1 shall be installed in the same location.

Electrical service interruptions from replacing this panel must be minimized and scheduled in advance. Re-label this panel as ‘Panel A-1’.

2.2.4. Panel A Section 2 is a 400A, 208Y/120V, 3Ph, 4W panel. Breakers in Panel A Section 2 include (1) 100A/3p breakers, (2) 50A/3p breakers, (1) 30A/3p breaker, (2) 20A/3p breakers, (3) 15A/3p breaker, (2) 20A/1p breaker and (6) 15A/1p breakers. The

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Replace Generators Building 501 Page 3 of 12 replacement Panel A-2 shall be installed in the same location. Electrical service interruptions from replacing this panel must be minimized and scheduled in advance.

Re-label this panel as ‘Panel A-2’.

2.2.5. Panel B is a 100A, 208Y/120V, 3Ph, 4W panel. Breakers in Panel B include (1) 70A/3p breaker, (1) 50A/3p breaker, and (24) 20A/1p breaker. The replacement Panel B shall be installed in the same location. Electrical service interruptions from replacing this panel must be minimized and scheduled in advance.

2.2.6. The main disconnect in the basement shall be replaced with a new equivalent disconnect. The new disconnect shall be grounded in accordance with regulations.

2.3. Prepare concrete or gravel pad for arctic enclosure and generator.

2.3.1. The generator shall be placed over the small mechanical room as shown in Drawing L-1.

2.3.2. If preparing a gravel pad, the pad must be a minimum of 4” compacted, leveled, NFS D-1 gravel and extend at least two feet beyond the enclosure on all sides. If the manufacturer’s instruction exceed these requirements, follow manufacturer’s instructions. The arctic enclosure shall be adequately built to be placed on a gravel pad.

2.3.3. If preparing a concrete pad, the pad must be prepared according to the manufacturer’s installation instructions and shall extend a minimum of two feet beyond the enclosure on all sides.

2.3.3.1. Using the minimum size of the concrete pad as a template, and allowing room for forming the pad, excavate the appropriate amount of existing material and compact the sub-base to 90-95% Modified Proctor Density. Place a minimum of 4” compacted, leveled, NFS D-1 gravel in the excavated area prior to pouring concrete.

2.3.3.2. Concrete shall be sealed and sloped to allow for water escapement.

2.3.3.3. Enclosure shall be mounted in such a way to prevent water intrustion between the enclosure and the concrete that could freeze and damage the enclosure.

2.4. The Contractor shall EFI&T a new generator, similar to the Cummins DQDAA, which meets or exceeds the following requirements to replace both existing generators in the basement of BLDG. 501. The new generator shall be a minimum of 250kW. The generator and engine shall have the following characteristics: 1800 rpm engine speed, 60 Hz, 120/208V, three phase, uses 12V batteries, EPA tier 3 minimum, and has a hour usage meter. The replacement generator shall be able to run on Diesel fuel. This generator also must have a built-in battery charger connected to auxiliary power. The generator must be ready to operate year round. This generator shall be installed outdoors, requiring an arctic enclosure as it will need to operate in ambient temperatures of -40F to 100F. The enclosure shall be heated as needed and have a minimum R40 insulated walls to allow immediate operation of the generator year-round. The arctic enclosure shall also fit the three transfer

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Replace Generators Building 501 Page 4 of 12 switches for the three buildings installed as part of this project. The generator shall have a 50 gallon double wall fuel tank.

2.4.1. The generator shall be configured for automatic operation and have a fully integrated controller. This controller shall have intelligent electronic control and be able to monitor the full system as well as export diagnostics. The controller shall protect the generator set, and manage startup, operation, and shutdown.

2.4.2. The generator shall have a cable rated for wet, arctic environments from the generator to the network switch Ethernet patch panel in the NEC DCO room in BLDG. 501.

This cable shall transmit information about the status and activities of the generator.

Any work in the DCO room shall require a security escort. Coordinate with Joe Labaska (907-873-3216) to arrange for an escort.

2.4.3. The new generator and arctic enclosure shall be installed according to manufacturer’s installation instructions above the small mechanical room in the basement of BLDG.

501 as shown in Drawing L-1.

2.4.4. Generator and arctic enclosure shall be grounded according to manufacturer’s installation instructions.

2.4.5. The arctic enclosure shall have an 875A (min) non-automatic transfer switch and an external connection point to attach an external 250 kW generator in the event of a generator failure.

2.4.6. The arctic enclosure shall have an appropriately sized electrical distribution panel to distribute the generator power to the three automatic transfer switches.

2.4.7. Any power needed for the arctic enclosure or generator shall be from BLDG. 501.

2.5. Electrical details for installing the new generator:

2.5.1. All electrical conductors shall be replaced and reconnected as specified in electrical drawing E-1. All misc. hardware, labor, etc., for these connections shall be considered and included. All electrical connections must have flexible sections where they connect to the unit to isolate vibration unless otherwise noted in the manufacturer’s installation instructions.

2.5.2. All conductors shall be 75℃ or 90℃ rated copper wire suitable for arctic, dry and wet locations.

2.5.3. Power output, control function, annunciation and accessory circuits all require stranded flexible leads and flexible metallic conduit suitable for wet environments where attaching to the generator to prevent breaks from vibrations. Also keep in mind that cables or conduits are not compressible along their length so flexibility in that dimension must be accommodated with sufficient length, offsets or bends. Conduits shall be provided with expansion fittings where necessary to compensate for thermal expansion and contraction per industry standards for this location.

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2.5.4. AC & DC control wiring and communication cables must be run in conduit separate from the power cables to minimize power circuit interference in the control/comm circuits.

2.5.5. All conduit installed underground must be galvanized rigid steel conduit. All conduit installed outside must be suitable for wet environments. All conduit must be metallic.

Underground conduit must be a minimum of 18” below grade.

2.5.5.1. 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.

2.5.5.2. Reasonable effort shall be made to prevent water from entering the conduit when installed in wet environments.

2.5.6. All conduits modified as part of this project must be filled with a code compliant material if passing from the exterior to the interior of a heated structure. This prevents the circulation of warm air to the colder sections, which causes condensation. Any holes cut in the basement wall must be sealed to prevent moisture, soil and fire transfer.

2.5.7. New 12V batteries for the new generator (the DQDAA uses (2) 12V 4D batteries) shall be included in replacement. Batteries shall be connected to new generator per installation instructions.

2.5.8. The generator shall be tied in to existing EPO system. If access to room 115 is needed to complete this requirement, coordinate with Joe Labaska (907-873-3216) to arrange for an escort.

2.5.9. The existing power lines to bldgs. 501, 506 and 507 shall be located, cut and spliced to be routed through their respective transfer switches. These splices shall be in accessible, in-ground, heavy duty, concrete pull boxes outside of the arctic enclosure.

These boxes need to be suitable for cold, wet environments. Reasonable efforts shall be made to prevent water from entering any in-ground pull boxes including use of water-resistant gaskets or seals. Placement of these boxes shall not interfere with accessing the generator. These boxes shall have features to prevent unauthorized personnel from accessing the interior of the boxes.

2.5.10. Buried electrical line locations shall be mapped and included in submittals. Full one-line drawings shall be made of electrical connections including transfer switches, distribution panels, etc.

2.6. The Contractor shall EFI&T a new automatic transfer switch (ATS), similar to the Cummins BTPC isolation transfer switch, which meets or exceeds the following requirements to replace the existing transfer switches in Bldg. 501. This ATS shall provide stand-by power for Bldg. 501. The ATS shall be able to quickly transfer power and have a microprocessor control unit. It shall transfer power between the utility power and the generator power. It shall be rated for a minimum of 400A on 120/208V service and shall be

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Replace Generators Building 501 Page 6 of 12 housed in a new NEMA rated enclosure suitable for the environment. It shall be three phase, 4 wire, with seismic certification. It shall be listed in accordance with UL 1008. It shall have integral maintenance bypass isolation. The ATS shall be compatible with the new generator.

2.6.1. The transfer switch shall have a cable rated for wet, arctic environments from it to the network switch Ethernet patch panel in the NEC DCO room in BLDG. 501. This cable shall transmit information about the status and activities of the transfer switch.

Any work in the DCO room will require an escort. Coordinate with Joe Labaska (907-873-3216) to arrange for an escort.

2.6.2. The ATS shall be installed according to manufacturer’s installation instructions in the arctic enclosure.

2.6.3. Installation of this unit shall not interrupt electrical service to Panel F.

2.7. The Contractor shall EFI&T a new ATS, similar to the Cummins OTPC transfer switch, which meets or exceeds the following requirements to provide stand-by power to Bldg.

506. The ATS shall be able to quickly transfer power and have a microprocessor control unit. It shall transfer power between the utility power and the generator power. The ATS shall be rated for a minimum of 200A on 120/208V service and shall be housed in a new NEMA rated enclosure suitable for the environment. It shall be three phase, 4 wire, with seismic certification. It shall be listed in accordance with UL 1008. The ATS shall be compatible with the new generator. The ATS shall be installed according to manufacturer’s installation instructions in the arctic enclosure.

2.8. The Contractor shall EFI&T a new ATS, similar to the Cummins OTPC transfer switch that meets or exceeds the following requirements to provide stand-by power to Bldg. 507.

The transfer switch shall be able to quickly transfer power and have a microprocessor control unit. It shall transfer power between the utility power and the generator power. The ATS shall be rated for a minimum of 100A on 120/208V service and shall be housed in a new NEMA rated enclosure suitable for the environment. It shall be three phase, 4 wire, with seismic certification. It shall be listed in accordance with UL 1008. The ATS shall be compatible with the new generator. Transfer switch shall be installed according to manufacturer’s installation instructions in the arctic enclosure.

2.9. Install new fuel lines, sensors, pumps, etc., for the new generator as shown in drawings F- 1, and F-2. Existing 500 gallon fuel tank shall be disconnected from existing generators and reconnected to supply fuel to the new generator.

2.9.1. New connections/lines shall be installed for fuel. All misc. hardware, labor, etc., for these connections shall be considered and included. All fuel connections must have flexible sections where they connect to the unit to isolate vibration. Cracks, fractures, and leaks can develop without proper vibration isolation. Properly support and secure all piping before installing the flexible connection.

2.9.2. Any new fuel lines shall be constructed from black iron pipe, ASTM A53 grade B, sch. 40. Fuel lines from tank shall be buried. All buried fuel lines shall be comprised

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Replace Generators Building 501 Page 7 of 12 of Flexworks double wall piping system or equal. Approved flexible fuel hose must be used for connections at the engine to take up generator set movement and vibration.

2.9.3. Fuel system piping shall be properly supported to prevent vibration and breakage due to vibration. The piping shall not run close to heating pipes, electrical wiring or engine exhaust system components. The piping system design shall include valves at appropriate locations to allow isolation of system components for repair without draining the entire fuel system. Use plugged “T” connections rather than elbows when possible and where needed.

2.9.4. The piping system shall be flushed before operation of the engine to remove dirt and impurities that could damage the engine.

2.9.5. All fuel-related sensors/controls/switches installed as part of this project shall connect to a PLC panel installed in the generator enclosure.

2.9.6. Fuel line locations shall be mapped and included in submittals.

2.10. Once the newly installed system has been accepted, demolish existing generator equipment in basement of Bldg. 501. Unless otherwise noted, demolished equipment may be disposed of by contractor.

2.10.1. Demo the three generators currently located in the basement of BLDG. 501.

Generators shall be removed through access hatch. Used batteries shall be turned over the day replacement takes place to ECC, 873-3202. Demo the existing transfer switches in the basement.

2.10.1.1. When demolishing the NEC transfer switch, power to Panel F shall not be interrupted. This will be hot work. Coordinate with Joe Labaska, 907-873-3216, at least 30 days in advance.

2.10.2. Demo existing cooling systems for generators. This shall involve draining and disposing of the glycol in the existing system.

2.10.3. Demo existing exhaust systems for generators.

2.10.4. Demo existing fuel lines and day tank for generators in basement.

2.10.5. Demo the above ground remnants of the existing system.

2.10.6. Seal any openings left by demo into Bldg. 501 with 3000 psi concrete.

3. Acceptance Testing:

3.1. The contractor shall perform acceptance testing on all systems to ensure conformity to the requirements listed in section 1.9. 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. New Generator

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3.1.2. AC electrical in all three buildings

3.1.3. Power disconnecting means

3.1.4. Batteries

3.1.5. Alarms

3.1.6. Cooling System

3.1.7. Exhaust System

3.1.8. Control Panel

3.1.9. Transfer Switches

3.1.10. Heating system for Arctic Enclosure

4. Deliverables: The contractor shall furnish 2 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.

5. Proposed Schedule:

5.1. The construction period is 360 days after issuance of NTP. The NTP will be issued 10 days after the date the contract is awarded. The construction period includes material procurement and equipment delivery times.

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. Initial 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. AT OPSEC Required Training Completion Documentation

6.2.3. Dig Permit

6.2.4. Shop drawings

6.2.5. Submittal Register

6.2.6. All finish material samples and/or product data

6.2.7. Catalogue Cut sheets and other documentation showing that the generator, arctic enclosure, pull boxes, transfer switches, sensors and other materials and fabricated items meet the requirements set forth in this document

6.2.8. Demolition and disposal planning

6.2.9. Revised (approved) construction schedule

6.3. Submittals Required Prior To Final Inspection:

6.3.1. Equipment parts list, spare parts list, operation and maintenance requirements, and vendor contact information.

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. Record drawings and/or As-Built drawings – Two (2) hard copies and one (1) CD (Submit using DD Form 250)

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

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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 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 time keep the work area free of accumulation of waste materials. All trash shall be removed from the site on a daily basis.

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

10. Attachments:

10.1. L-1 Location Diagram

10.2. E-1 One Line Diagram

10.3. F-1 Fuel System P&ID

10.4. F-2 Fuel Lines Details

GENERAL NOTES:

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

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

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

Notice to Proceed date.”

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

5. 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.

6. Installed equipment, real property, and salvageable material will remain property of the Government unless otherwise noted by Owner’s Representative.

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

8. 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.

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

10. 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 from DPW Environmental).

11. “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.

12. All work shall be performed in a skillful and skilled craftsman-like manner to current applicable industry standards. Work requiring certified craftsmen (such as fiber cable) 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.

13. “The contractor shall at all time keep the work area free of accumulation of waste materials.

All trash shall be removed from the site on a daily basis.”

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

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

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

17. 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 Contraction Officer’s written authorization.

18. “Provide a manufacturers 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).

19. 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.

20. 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.

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21. The Contractor is responsible to ensure that sub-contractors submit properly completed SF1413s (Standard Forms (SFs) found at www.apd.army.mil) and certified payrolls.

22. 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. .

23. 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 electronic links.

24. 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.

25. The contractor shall be required to perform mandatory training for AT-OPSEC contract requirements. That includes AT Level 1 training, iWatch training, and OPSEC training. Any questions concerning ATOPSEC shall get a hold of ATO for FGA at 907-873-5032.

Coordinate with the undersigned for any further details:

Deborah Curtis

Staff Engineer/Electrical, Contractor

Wolf Creek Federal Services

907-873-4695

Reviewed & Approved by:

8/15/2018

X Cliff Baker

Signed by: BAKER.CLIFFORD.SHAWN.1191740900

DPW Chief of Engineering, GS-13