Attachment_1_-_Statement_of_Work_(SOW).pdf

Initial Statement of Work Revision 0 COM 0004-4J Page 1 of 10

DEPARTMENT OF THE ARMY

INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF PUBLIC WORKS, UNITED STATES ARMY GARRISON

P. O. BOX 31310

FORT GREELY, ALASKA 99731

8 January 2019

IMPFG-PW

Memorandum For:

Reference: COM 00004-4J

Subject: Automatic Entry/Exit Doors at the Commissary

Period of Performance: 120 Days

STATEMENT OF WORK

1. General: This project requests installing automatic doors as detailed on the interior and exterior entry and exit doors at the commissary. The present configuration keeps the interior entry and exit doors propped open during business hours. This leaves the commissary subjected to cold drafts from outside.

1.1. The electricity can be powered down when arranged in advance. Coordinate with Edward Preston, 907-873-3114 (office), 907-616-1704 (cell), for electricity arrangements, for information on placement of equipment, and for information on scheduling work to prevent interference with operation of the commissary.

1.2. Electrical work shall comply with all applicable codes, including NFPA 70 and UFCs 3- 501-01, 3-520-01 and 3-530-01. Comply with all safety codes and policies while performing the work, including NFPA 70E and UFC 3-560-01. Doors shall comply with policies in the DeCA Design Criteria Handbook in the sections for sliding automatic entrance doors (DeCA 08 42 29.23) and UFC 4-010-01 in Appendix B Standards 10 and

12. Changes to the fire alarm system must comply with NFPA 72. All work will comply with Federal, State and Ft. Greely Environmental Regulations “which include waste management.” Additional DeCA Design Criteria and Guide Specifications referenced in this SOW can be found at decafacilities.com/decadesign .

1.3. All work shall be performed in a skillful and skilled craftsmen like manner to current applicable industry standards. Work requiring certified craftsmen shall be performed by certified personnel. Proof of certification, training or other qualifications shall be made available to the government upon request. The contractor shall pay all training and certification costs.

1.4. 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. Contractors are responsible to follow said quality control plan.

REPLY TO

ATTENTION OF:

Initial Statement of Work Revision 0 COM 0004-4J Page 2 of 10

1.5. All electrical components shall be UL listed or equivalently rated. 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. Installed equipment, real property and salvageable material will remain property of the government unless otherwise noted by Owner’s Representative.

2. Project Requirements: The scope of work is to replace operator mechanisms with automatic door openers. All swing doors specified in this scope of work and Drawing L-1 will be replaced with sliding doors. These doors shall be Stanley Access Doors or similar automatic doors with easy access to parts.

2.1. Exterior Entrance Door

2.1.1. The exterior entrance door will be a new Stanley Access Door Dura-Glide 3000 or similar sliding door. This door shall be a single slide door. See Drawings L-2 and L-3 for details. This door will slide when opening to the East, leaving the open path in the Western part of the entrance opening.

2.1.2. This door opening is approximately 38” (w) x 85” (h). Independent measurements should be made to confirm this measurement. The door opening shall be at least 42” wide. In order to allow for a door that opens 42”, the doorway may be widened as necessary. Adjustments should be kept to a minimum. Appropriate measures shall be taken to assure the wall above the new door is properly supported.

2.1.2.1. In order to widen this doorway, an existing fire alarm pull station will have to be relocated. Remove the existing fire alarm pull station and relocate next to the fire alarm system annunciator box. The conduit and conductors involved shall be modified as needed to allow the pull station to be fully functional. This will also require reacceptance testing to be completed on the fire alarm notification circuit to re-certify the system as detailed in NFPA 72.

2.1.3. This door shall come with a heat strip on the motor. The heat strip shall be set to heat at a minimum when motor temperatures are below -30℉. The heat strip shall run off the 12V batteries installed as part of the automatic door system.

2.2. Interior Entrance Door

2.2.1. The interior entrance door will be a new Stanley Access Door Dura-Glide 2000 or similar sliding door. This door shall be a single slide door. See Drawings L-2 and L-3 for details. This door will slide open to the North, leaving the open path in the Southern part of the entrance opening.

2.2.2. This doorway is approximately 77.5” (w) x 85.5” (h). Independent measurements should be made to confirm this measurement. The door opening needs to be a minimum of 42” wide. In order to allow for a door that opens 42”, the door may need to be mounted on the exterior side of the doorway.

2.2.3. The installation of this door requires the relocation of an existing temperature control dial appx. 12” to the north on the same wall.

2.3. Interior Exit Door

Initial Statement of Work Revision 0 COM 0004-4J Page 3 of 10

2.3.1. The interior exit door will be a new Stanley Access Door Dura-Glide 2000 or similar sliding door. This door shall be a single slide door. See Drawings L-2 and L-4 for details.

This door will slide open to the North, leaving the open path in the Southern part of the entrance opening.

2.3.2. This door opening is approximately 76.5” (w) x 85” (h). Independent measurements should be made to confirm this measurement. The door opening shall be at least 42” wide. In order to allow for a door that opens 42”, the door may need to be mounted on the interior side of the doorway.

2.4. Exterior Exit Door

2.4.1. The exterior exit door will be a new Stanley Access Door Dura-Glide 3000 or similar sliding door. This door shall be a single slide door. See Drawings L-2 and L-4 for details.

This door will slide open to the East, leaving the open path in the Western part of the entrance opening.

2.4.2. This door opening is approximately 74.5” (w) x 87” (h). Independent measurements should be made to confirm this measurement. The door opening shall be at least 42” wide. In order to allow for a door that opens 42”, the doorway may be widened as necessary. Adjustments should be kept to a minimum. Appropriate measures shall be taken to assure the wall above the new door is properly supported.

2.4.3. This door shall come with a heat strip on the motor. The heat strip shall be set to heat at a minimum when motor temperatures are below -30℉. The heat strip shall run off the 12V batteries installed as part of the automatic door system.

2.5. General Door Notes:

2.5.1. All doors shall have key locks and will be lockable after hours.

2.5.2. All doors shall be mounted to allow the doors to ‘breakout’ in case of emergency.

2.5.3. See DECA 08 42 29.23 for requirements and details including, but not limited to the following sections. Make sure to adhere to all requirements, unless otherwise noted.

2.5.3.1. Performance Requirements (structural loads, thermal movements, operating temperature range, air infiltration, and opening & closing force requirements)

2.5.3.2. Quality Assurance

2.5.3.3. Materials

2.5.3.4. Activation & Safety Devices

2.5.3.5. Components (doors, framing members, headers, carrier assembly, sills, brackets & reinforcement, fasteners, signage)

2.5.3.6. Hardware (heavy duty hardware, emergency breakaway hardware, security hooking devices, compression weather stripping, sliding weather stripping)

2.5.3.7. Fabrication (welding, glazing, metal protection, framing)

2.5.3.8. Installation, Cleaning and Protection, & Demonstration

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2.6. All new opening mechanisms will need new electrical lines run to them. Copper conductors rated for the current needed (and with potential voltage drop taken into account) shall be run in conduit from Panel 1H or 1B as specified in Drawing L-2. Electrical requirements for each door are provided by the manufacturer. Breaker size shall be determined based on the electrical components of each line. If there are multiple doors on one electrical circuit, each door shall be wired in such a way to allow the door to be shut down individually.

2.7. All new doors shall be installed according to manufacturer’s installation instructions.

2.8. All conduit shall be painted to match existing surfaces. Any damage or construction that affects the floor or other surfaces shall be repaired to match existing surfaces.

2.8.1. Replace any damaged tile with resilient tile flooring and resilient cove base to match existing. Refer to DeCA specification section 09651 Resilient Tile Flooring. Extra materials required by this specification are not required for this project.

2.8.2. To repair damage to interior walls, refer to DeCA specifications section 09 29 00 Gypsum Board.

2.8.3. For all interior painting, refer to DeCA specifications section 09 99 00 Painting and Coating.

2.9. Any damage or construction that affects the EIFS shall be repaired to match existing surfaces.

2.9.1. Remove the damaged EIFS as follows:

2.9.1.1. Remove aluminum corners to be reinstalled after the EIFS system is finished.

2.9.1.2. Remove the reinforcing meshes, base and finish-coat systems on the wall to the nearest corner, edge, or control joint.

2.9.1.3. Remove all the exterior EIFS system around the door.

2.9.2. Provide adhesive, fasteners, board insulation, reinforcing meshes, base and finish-coat systems, sealants, and accessories that are compatible with one another and with substrates and approved for use by EIFS manufacturers like Dryvit Systems, Inc.;

Senergy: Degussa Wall Systems, Inc.; or Sto Corp.

2.9.2.1. Compatibility: Provide adhesive, fasteners, board insulation, reinforcing meshes, base- and finish-coat systems, sealants, and accessories that are compatible with one another and with substrates and approved for use by EIFS manufacturer for Project.

2.9.2.2. Prime/Sealer: EIFS manufacturer’s standard substrate conditioner designed to seal substrates from moisture penetration and to improve the bond between substrate of type indicated and adhesive used for application of insulation.

2.9.2.3. Insulation Adhesive: Standard formulation.

2.9.2.4. Molded, Rigid Cellular Polystyrene Board Insulation: Comply with ASTM C 578, Type I; EIFS manufacturer’s requirements; and EIMA’s “EIMA Guideline Specification for Expanded Polystyrene (EPS) Insulation Board.”

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2.9.2.5. Foam Shapes: Provide with profiles and contours that currently exists on the building.

2.9.2.6. Reinforced Mesh: Balance, alkali-resistant, open-weave, glass-fiber mesh treated for compatibility with other EIFS materials; complying with ASTM D 578.

2.9.2.6.1. Heavy-Duty Reinforcing Mesh (Below 8 feet): Not less than 20 oz./sq. yd.

2.9.2.6.2. Standard-Impact Reinforcing Mesh (above 8 feet): Not less than 4.0 oz./sq. yd.

2.9.2.6.3. Corner Reinforcing Mesh: Not less than 7.2 oz./sq. yd.

2.9.2.7. Base-Coat Materials: Standard Formulation.

2.9.2.8. Primer: Factory-mixed, elastomeric-polymer primer.

2.9.2.9. Finish-Coat Materials: Factory-mixed, standard acrylic-based coating.

2.9.2.10. Finish: Finish shall match existing.

2.9.2.11. Color: Color shall match existing. Primary color is Senergy #3025 Paprika and secondary Senergy color #3059 Mosque.

2.9.2.12. Mechanical Fasteners: When recommended by the manufacturer, provide corrosion-resistant fasteners consisting of thermal cap, standard washer and shaft attachments, and fastener suitable for substrate.

2.9.3. Properly install sealant joints and self-adhering membrane around door per manufacturer’s recommendations.

2.9.3.1. Properly back-wrap edges of EIFS at terminations and penetrations, sloping the EIFS to have all water drain away from the building, and doors. Provide proper ventilation of EIFS as per manufacturer recommendations.

2.9.3.2. Self-Adhering membrane shall be polyethylene-faced sheet, ASTM D 1970, 60 mils thick minimum, consisting of slip-resisting polyethylene-film reinforcing and top surface laminated to SBS-modified asphalt adhesive, with release paper backing to be cold applied.

2.9.3.3. Keep the existing height of base line.

2.9.3.4. Demolished items shall be spray foamed and openings sealed. Penetrations to the inside shall be covered with 5/8” or ½” Type X Gypsum board and match existing finish.

2.9.4. Damage to aluminum corner guards shall be replaced with .100” aluminum sheets to bend the corners around the overhead and personnel doors. Height shall be no more than 4’ high.

2.9.5. Bird nests and resulting filth shall be removed before spreading finish.

2.9.6. After patching and repair, finish shall be spread to the nearest corner, edge, or control joint to so as to match the finish on the existing panel.

3. Acceptance Testing: The contractor shall perform acceptance testing on all systems to ensure conformity to the requirements listed in section 1.3. All features and functions must be demonstrated to the NEW, DPW and Fire Department quality assurance representatives. The

Initial Statement of Work Revision 0 COM 0004-4J Page 6 of 10 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. Motion Sensors and other sensors used for triggering the opening mechanisms

3.2. Automatic Doors

4. Deliverables: The contractor shall furnish 1 hard copy and 1 digital copy of all equipment manufacture maintenance manuals and specification documentation. Contractor shall provide a hard copy of drawings and a digital copy in AutoCAD 2018 or newer version of the entire construction project within 60 days of completion of the project. Submit using DD Form 250.

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

6. Proposed Schedule:

6.1. Work is expected to take 120 days.

6.2. 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.

7. 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:

7.1. Submittals required with proposal:

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

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

7.2. Submittals required prior to start of construction:

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

7.2.2. Shop drawings

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7.2.3. Submittal Register

7.2.4. All finish material samples and/or product data

7.2.5. Revised (approved) construction schedule

7.3. Submittals Required Prior To Final Inspection:

7.3.1. Equipment parts list and vendors

7.3.2. Fire Alarm Notification System reacceptance test results

7.3.3. 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.

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

8. Pre-final and Final Inspections:

8.1. 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.

8.2. 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.

9. Site Maintenance:

9.1. 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.

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

9.3. Contractor shall be responsible for all salvage

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

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

11. Attachments:

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11.1. L-1 Model Drawing: Existing Doors

11.2. L-2 Model Drawing: Proposed Doors

11.3. L-3 Model Drawing: Proposed Entry Door Details

11.4. L-4 Model Drawing: Proposed Exit Door Details

11.5. A-1 Model Drawing: EIFS Details

11.6. DeCA 08 42 29.23 Sliding Automatic Entrances

11.7. Submittal Register

11.8. Environmental Analysis and Provisions

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 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.

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. Copies of Army Regulations (AR) can be found at www.apd.army.mil.

10. 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).

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 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. 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.

14. 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

Initial Statement of Work Revision 0 COM 0004-4J Page 9 of 10 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.

15. 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.

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

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

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

19. 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.

20. 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).

21. 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.

22. 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.

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

24. 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.

25. 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.

26. 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.

27. 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 hold of ATO for FGA at 907-873-5032.

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Coordinate with the undersigned for any further details:

Coordinate with the undersigned for any further details:

Deborah Curtis Staff Engineer/Electrical, Contractor Wolf Creek Federal Services 907-873-4695

Reviewed & Approved by:

1/8/2019

X Cliff Baker

Signed by: BAKER.CLIFFORD.SHAWN.1191740900 DPW Chief of Engineering, GS-13

Date: ___________________________