9 SOW.pdf

673d Civil Engineer Squadron Joint Base Elmendorf-Richardson, AK

02 16 2021

STATEMENT OF WORK

HJZH 17-1426 Install Electrical Drops Bldg 940

Open Market Design-Build

SECTION 1: PROJECT INFORMATION

1.1 PROJECT LOCATION: Project HJZH 17-1426 shall be completed as a routine requirement, on

Joint Base Elmendorf-Richardson, AK. Project hours are standard work hours.

1.2 UNIQUE REQUIREMENTS: None.

1.3 PROJECT DESCRIPTION: This is a 35% conceptual design-build project to include installation of many electrical outlets & disconnect drops for machinery use. This building is a functional building occupied by the USER.

Contractor to provide complete 100% design submittal, 100% specifications and 100% construction. Provide all labor, materials, equipment, and supervision to execute the project as shown on the drawings, specifications, and requirements herein. Perform work as described in the contract drawings and this document. All features of work are considered part of the basic contract CLIN item 0001 unless noted otherwise. Where conflict exists between this document and the contract drawings the requirements in this document shall govern. The Contractor shall deliver a complete electrical system with dry type transformer & outlet /disconnect with disconnects, and replace electrical for two garage doors Per NEC National electrical code, and per UFC Unified facility Criteria, and particularly per UFC 3-520-01 Interior Electrical Systems.

1.4 ENGINEERING REQUIREMENTS AND DEPARTMENT OF DEFENSE DOD STANDARDS: Contractor must comply with Industry Standards; all Federal, State, and Local codes; and the following regulations at the time of issue of this project. The project shall be designed in accordance with the design and construction standards contained in the latest version of the Unified Facilities Criteria (UFC) DoD Building Code 1-200-01 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-01.The Unified Facilities Criteria (UFC) https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc.The Unified Facility Specifications https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs, and all core UFC codes. Other codes referenced therein including but not limited to: International Building Code, National Fire Code, Life Safety Code, National Electrical Code, International Plumbing Code, and other applicable Department of Defense and Air Force regulations, Air Force Instructions AFI’s, manuals, engineering technical letters, and energy conservation criteria including Guiding Principles for Federal Leadership in High Performance and Sustainable Buildings.

SECTION 2: GENERAL REQUIREMENTS

2.1 WORKMANSHIP: All work shall be accomplished in accordance with all applicable building and fire codes. Contractor shall field verify all measurements, quantities, or values stated by the https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-01 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-1-200-01 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs

Government. Liquidated damages shall be assessed for work that is not finished within the scheduled performance period.

2.2 WORKSITE: The Contractor shall limit the work to the areas indicated by the Government. The Contractor shall make every effort not to disturb or obstruct most portions of the facilities still occupied by the Government. The Contractor shall coordinate and schedule work with the 673 CES/CEN office prior to the start of any operation. The Contractor shall dispose of all construction debris off base at an approved disposal facility.

2.3 SITE SECURITY AND PROTECTION: The Contractor shall make every effort to secure the work site, allowing only authorized personnel to enter the work site. The Contractor shall protect the site from damage from weather, vandalism, and/or theft.

2.4 DAMAGE TO EXISTING SITE CONDITIONS: The Contractor shall be responsible to repair any and all damage incurred to existing Real Property/Grounds due to poor workmanship at no cost to the Government. Contractor shall not park or drive on sidewalk or grassy/snowy areas.

Damage incurred shall be repaired at no cost to the Government.

2.5 HEALTH/SAFETY: The Contractor shall be responsible for compliance with OSHA and Alaska Department of Labor (AKOSH) standards. The Contractor shall maintain a clean and debris free site at all times. The Contractor shall keep driveways and entrances into and around the work site clear at all times. The Contractor shall not use driveways or entrances as employee parking or storage of materials unless otherwise stated.

2.6 GREEN PROCUREMENT: Contractor must incorporate “green procurement” principles into the design of their projects. Specifically, consult the EPA’s web site at www.epa.gov/greenerproducts for a listing of the products that have been mandated as green procurement requirements for purchases.

2.7 INSTALLATION ACCESS AND COVID-19 INFORMATION: Contractors must comply with Joint Base Elmendorf-Richardson, Alaska state, and local Municipality Health Mandates, and respect any guidelines or restrictions imposed by local businesses. These policies frequently change. The latest COVID-19 information can be found at:

Joint Base Elmendorf-Richardson (JBER)

JBER COVID-19 POLICY MEMO

https://www.jber.jb.mil/Coronavirus/

Municipality of Anchorage

EMERGENCY ORDERS

https://covid-response-moa-muniorg.hub.arcgis.com/pages/emergency-orders

State of Alaska

COVID-19 (CORONAVIRUS) INFORMATION

https://covid19.alaska.gov/

SECTION 3: DESCRIPTION OF WORK AND SPECIAL INSTRUCTIONS

3.1 General Requirements (Div 1)

http://www.epa.gov/greenerproducts https://covid19.alaska.gov/

3.1.1. Provide complete design and construction services and drawings as noted in this document and on the Schedule of Material Submittals. Drawings shall be provided in AutoCAD and Adobe (pdf) format and shall include the color table file, font files, and any other supporting files required to print the drawings correctly. Record As-Built drawings shall comply with the attached REVISED JBER CAD GIS RECORD DRAWING DESIGN AND AS BUILT STANDARD Dec 2019.

3.1.2. Provide project management and quality control during the entire duration of this project.

3.1.3. Provide on-site portable toilet facilities for the duration of the project.

3.2 Existing Conditions (Div 2)

3.2.1. At the present, wash bay #136 does not have outlets for electrical machinery.

3.3 Concrete (Div 3)

3.3.1. Provide and install new 4-inch thick concrete service pad with steel reinforcing, above finished floor for the new dry type transformer, in the electrical room or other location as per your designer choice.

3.3.2. Repair and seal any new penetrations to this building caused by this project.

3.4 Electrical (Div 26)

3.4.1. All Electrical drawings submitted shall be stamped by an electrical engineer PE stamp.

3.4.2. Prior to any construction, the Contractor shall do a power study to the building and shall submit any new suggestions or ideas to the Government. The Contractor shall test the building load, and submit the data captured on a submittal for Government approval.

3.4.3. Prior to any construction, the Contractor shall perform a Pre-Construction meeting with the PM, and the USER.

3.4.4. Refer to as-built E 110, this area is considered Class 1 Division 2.

3.4.5. Coordinate all final exact locations of electrical apparatus in the field with the USER prior to construction

3.4.6. Provide a Circuit Breaker in the Main service panel to support the new dry type transformer. The main panel is located inside the electrical room in the back of the building.

3.4.7. Provide a dry type transformer size 100 kVA secondary 3 phase 240 volts, including a concrete utility pad to support a 200 amp 3 Phase 240 volt panel. The main panel MDP-1 is 480/277 volts 3 phase, 4 W 1600 A rated. Refer to As-built E511.

3.4.8. Provide a 42-circuit electrical panel board 200 amp main breaker, 3 phase 240 volts. The nametag on the panel is to be marked (Shop Panel), location is on the wall near the disconnects. This panel will power the five direct feed disconnects to the four machines, and one extra spare disconnect drop. The location is in wash bay 136 Sheet E-101.

3.4.9. Big Lathe Machine Wash Bay 136:

Provide a disconnect power outlet on the wall to power the big Lathe machine, rated 40 Amps 230 volts 3 phase, with 10 ft. compatible cable, to power, refer to picture #3 ( 1 Big lathe in wash bay 136 Sheet E-102. This disconnect shall be fed from the new shop panel.

The final connection to the Big Lathe Machine shall be done by the contractor’s certified electrician & shall be witnessed by the government inspector. All disconnects shall have nametags and circuit numbers similar to picture # 1 on sheet-101. Contractor to verify the machine voltages & currents, and phases prior to construction.

3.4.10. SAW & FILING MACHINE Wash Bay 136:

Provide a disconnect on the wall to power the Saw & Filing machines rated 10 Amps full load, with 10 ft. compatible cable. The location is in wash bay 136 Sheet E-102. This disconnect shall be fed from the new shop panel. The final connection to the Saw & Filing Machine shall be done by the contractor’s certified electrician & shall be witnessed by the government inspector. All disconnects shall have nametags and circuit numbers similar to picture # 1. Contractor to verify the machine voltages & currents, and phases prior to construction.

3.4.11. MILLING MACHINE Wash Bay 136:

Provide a disconnect to power the Milling machine rated 30 amp full load 240 volts, with 10 ft. compatible cable, to the Milling machine, refer to picture # 5 ( Fadal Milling). This disconnect shall be fed from the new shop panel. The final connection to the Milling Machine shall be done by the contractor’s certified electrician & shall be witnessed by the government inspector. All disconnects shall have nametags and circuit numbers as similar to picture # 1. Contractor to verify the machine voltages & currents, and phases prior to construction.

3.4.12. SMALL LATHE MACHINE Wash Bay 136:

Provide a disconnect on the wall to power the small lathe machine rated 10 amp full load 240 volts, similar to the disconnect in picture # 1 (disconnect) location is in wash bay 136 Sheet E-101. This includes a 10 ft. compatible cable. This disconnect shall be fed from the new shop panel. The final connection to the Small Lathe Machine shall be done by the contractor’s certified electrician & shall be witnessed by the government inspector. All disconnects shall have nametags and circuit numbers similar to picture # 1 sheet E-101.

Contractor to verify the machine voltages & currents, and phases prior to ordering materials and prior construction.

3.4.13. Extra Spare Disconnect Outlet Wash Bay 136:

Provide an extra disconnect with a power outlet on the wall, rated 60 amps 240 volts. This disconnect shall be fed from the new Shop Panel. All disconnects shall have nametags and circuit numbers.

3.4.14. Overhead Garage Doors OD-1 Thru OD-15:

Contractor shall test all overhead garage doors listed here: OD-1, OD-2, OD-3, OD-4, OD- 5, OD-6, OD-7, OD-8, OD-9, OD-10, OD-11, OD-12, OD-13, OD-14, and OD-15 for functionality. There are twelve garage doors that do not work. The contractor is to test all 15 doors and repair them, repair all non-functional electrical systems, including motor, controls, conductors, door opener station, rollers, struts, brackets, springs, or any other electrical or mechanical item that needs replacement, complete and functional. This work does not include the door itself.

3.4.15. Overhead Garage Doors OD-16 Broken Panels:

Replace OD-16 broken panels, and provide an operable door. Refer to picture #6 and 7 on sheet E-103. This includes testing this doors # 16 after repairing it, work includes all non-functional electrical systems, including motor, controls, conductors, door opener station, rollers, struts, brackets, springs, or any other electrical or mechanical item that needs replacement, complete and functional.

3.4.16. Provide nametags/ labels on all doors two each. One on the inside and one on the outside.

The tags shall be permanently attached to the doors. Coordinate exact location on the doors with the USER.

3.4.17. All disconnects must have nametags with circuit number, and voltage rating.

3.4.18. Coordinate all final locations of electrical apparatus in the field with the USER prior to construction.

3.4.19. The panel schedule for the new shop panel shall be typed, and shall be shown on the final as built.

3.4.20. The design build contractor may suggest other ideas that provide same result for this design build project. The existing extra unused disconnects in each bay are off limits; they are for future lifts, and cannot be used in this project.

3.4.21. All apparatus in this project shall be compatible to withstand Seismic zone 5 areas.

3.4.22. Per UFC 3-520-01 Interior Electrical Systems Flex conduit is limited to 6 feet max.

3.4.23. All wiring shall be in conduit including any underground runs. Contractor shall submit all special details on the Design Build drawings for Government approval.

3.4.24. After Government approval of the 100% design build submittal, only then can the

Contractor start construction.

3.4.25. The Contractor shall submit a request 14 days prior to any power outage for Government approval.

SECTION 4: ATTACHMENTS and REFERENCES

4.1 REFERENCES

4.1.1. Refer to Specifications in this contract attached.

4.1.2. Refer to UFC 3-520-01 Interior Electrical Systems attached.

4.1.3. Refer to drawings attached.

SECTION 5: PROJECT MANAGER - INSPECTOR

5.1 Abed Radwan, Electrical Engineer P/M.

abed.radwan@us.af.mil Phone: 907-351-0969

5.2 Robert McElroy, Inspector

robert.mcelroy@us.af.mil Phone: 907-384-3081 mailto:abed.radwan@us.af.mil mailto:robert.mcelroy@us.af.mil