1. Specifications Package FBNV190002.pdf

SPECIFICATIONS

FOR

FBNV 190002

Repair/Construct Primary Electric Distribution for Energy Resiliency, Contract “A” Substation Only”

AT

DAVIS-MONTHAN AFB

ARIZONA

31 January 2024

F B

N V

31 Jan 2024 Table of Contents-1 FBNV 190002

TABLE OF CONTENT FOR TECHNICAL OF SPECIFICATIONS

Project No. FBNV 190002 Repair/Construct Primary Electric Distribution for Energy Resiliency, Contract “A” Substation Only”

Contractor to furnish all labor, equipment, appliance, and materials and perform all operations in connection with Repair/Construct Primary Electric Distribution for Energy

Resiliency, Contract “A” Substation Only” at Davis-Monthan AFB, Arizona, in strict accordance with these specifications.

TABLE OF CONTENTS

SECTION AND TITLE

DIVISION 01 – GENERAL REQUIREMENTS

01010 Summary of Work AF Form 66 - Schedule of Material Submittals

01 11 31.30 0800 Engineering Fees, Site Development, 01 21 53.60 0140 Security Factors, Physical Search at Entry

Project Executive

01 31 13.20 0200 Field Personnel, Project Manager, Average

01 31 13.20 0260 Field Personnel, Forman, Average - Misc Admin

Project Engineer

01 41 26.50 0020 Permits, Rule of Thumb, most cities, Minimum

01 45 23.50 5550 Testing, Technician for inspection, per day, earthwork

01 45 23.50 5570 Testing, Technician for inspection, per day, concrete

01 54 33 40 0085 125 Foot Boom Rental Lift for 4 weeks

01 54 33 60 0200 Crane Rental to set LPS Masts and H-Frames

01 54 36.50 1200 Mobilization/Demobilization, Large Trucks, and equipment Subcontractor

Survey & Layout

Travel Allowance

Office Furniture

Office Trailer

01 71 23.13 1100 Construction Layout, Crew for building, 2-person crew

01-74-13-20-0052 Daily Cleanup

31 Jan 2024 Table of Contents-2 FBNV 190002

DIVISION 02 - EXISTING CONDITIONS

Land Grading to prepare for new slabs.

Small Equipment Rentals

Equipment Rental

DIVISION 03 – CONCRETE

E-House 5' Piers see below.

Sono Tube

Concrete Ready-mix

Rebar

E-House Concrete Pad

Concrete Ready-mix

Rebar

Edge form materials

Fasteners

Capacitor Bank Concrete Pad 21' x7' x 6"

Concrete Ready-mix

Rebar

Edge form materials

Fasteners

H-Frame Concrete Pad #1 30' x10' x6"

Concrete Ready-mix

Rebar

Edge form materials

Fasteners

H-Frame Concrete Pad #2

Concrete Ready-mix

Rebar

Edge form materials

Fasteners

DIVISION 05 – METALS

Steel Frames for Substation Structures

31 Jan 2024 Table of Contents-3 FBNV 190002

Assembly of the Structure

DIVISION 26 – ELECTRICAL

SEL Relay Protection Engineering

Travel costs for SEL Engineer 25 days

Aggregates

Duct bank Concrete 2' x2' (4-5'Conduits)

Ready-mix Concrete Slurry

PVC sch 40 pipes

Pipe clips

750 KMIL 15 KV UG Cable

UG Cable Connections

Fuses for the breakers 15 KV rated.

Locator Tape

Glue

6 Mvar Capacitor Banks (13.8kV)

Surge Arresters 115kV MCOV

Switch Cutouts 15kV, 3Phase, Pole Mounted

Labor Per Day all items but SEL Tech.

Equipment rental for this portion of the work

Switchgear (Arc Flash)

` Eaton 13.8kV 1200A 40kA Bus

SEL-751 Schweitzer Relay

Breaker Compartments (7' x 20" x 3' deep)

Schneider ION8650 Meter

Eaton 13.8kV Swgr VacClad-W Incoming Compartment

Electrical House (Elevated 5' Piers)

E-House delivered to project site.

27'L x17'W x14'H Steel Structure w/Arc Flash Chutes

2VDC VRLA Cells 100AH (Station Battery)

Battery Rack (Holds 30 Cells)

Battery Charger 125VDC 100A

31 Jan 2024 Table of Contents-4 FBNV 190002

50kVA 13.8kV-208Y/120V Transformer

150A 208V 10kaic 42-Pole Panelboard w/Breakers

4' Linear Strip LED Light Chain Hung

GFCI Receptacle 20A

Light Switch 3-way

100A 125VDC 10kaic Panelboard w/15 Breakers

Fire Alarm Control Panel (20" x 6" x 18") Standard Size

Wall-Pack Exterior LED Light 50W

Space Heater 5kw 208V/3P

HVAC 6-Ton 208V/3P

Exhaust Fan 1/2 HP 208V/3P

Ground Bar 12" Copper

Substation Grounding

Ground Rod Copper, 10' Length, 5/8" Diameter

Welded Connectors

Bolted Connectors

4/0 Bare Grounding Cable

Equipment Costs

30-foot high LPS Masts in concrete

Final Connection and Commissioning of the Substation

Shut Down on a Saturday to disconnect existing Sub.

Sut Down on Sunday to Reconnect the New Feeders to the Existing Switch Gear

Shut down on a Monday to test and commission existing New Sub

SEL Relay Engineer and support settings

Testing

Survey & Layout

Testing for concrete breaks

Commissioning O & M's

Training for USAF

1 year operations support equipment reps

31 Jan 2024 Table of Contents-5 FBNV 190002

As Built Survey

DIVISION 31 – EARTHWORK

Grade area for the concrete slabs

Re-work the substation gravel around slabs

Dig Trenches for UG duct work.

Dig footings for Concrete piers for the Switch House

Pour concrete for the Piers.

DIVISION 32 - EXTERIOR IMPROVEMENTS

Project Construction Fence & Signs

Barrier Fence & Barriers- (orange)

Dumpsters & Tips - For New Construction

Job Site Sign

Project Sign

Expendables

Equipment Rental

Safety Inspections-

DIVISION 33 – UTILITIES

Install the 15 KV Cables and install connectors UG Cables on the 2 poles.

Make Up all connections in the Switch House at the new breakers.

Make Up all connections at the existing Switch Gear

Davis-Monthan Air Force Base, Arizona FBNV190002 REPAIR/CONSTRUCT PRIMARY ELECTRIC DISTRIBUTION FOR SUBSTATION ONLY “A” 31 January 2024

01010-1

SECTION 01010 – DAVIS-MONTHAN WORK REQUIREMENTS

NOTE: The Davis-Monthan Air Force Base Design Compatibility Guideline requirements and those def ined in the following section may directly af fect the Contractor’s overhead for completing the scope of work.

Failure on the part of the Contractor to adequately review this section and identify/clarify any requirements herein will not constitute justif ication of Contractor claims for additional design and/or construction costs.

1.0 SUMMARY OF WORK

1.1 Work Included in this Contract for the project “FBNV190002 Repair/Construct Primary Electric

Distribution for Energy Resiliency, Contract “A” Substation Only”: The following descriptions are for general reference only and shall not be construed as a complete list of all operations to be performed.

a. This request for proposal (RFP) calls for the design, plans, specif ications, and repair/construction/demolition of work will include but is not limited to:

1. Provide all materials and Labor to perform all of the work described in the associated drawings and specif ications designed and provided by Inf rastructure Engineering Solutions JV titled “FBNV190002 Repair/Construct Primary Electric Distribution for Energy Resiliency, Contract “A” Substation Only”. These documents cover the following items listed on the

Contract “A” f ile (see the attached list of drawings and Files that comprise the scope of work for Contract “A” on pages 10 through 12 of this document):

a. Construct the new Switch House facility with all of the indicated equipment at the existing

Davis Monthan Substation yard at facility number 4739. See all drawings in the drawing package (Contract “A” Substation Only) that are indicated on the attached list of

Drawings and Files that comprise the scope of work for contract “A”.

b. Install and test all of the Switch House systems as indicated on the drawings including but not limited to: relays (to be SEL relays), relay testing (to be SEL Engineers), batteries, switching mechanisms, switching controls, overcurrent devices, and all other items that are necessary to create a fully properly functional substation Switching House.

c. Install all the indicated switches, underground conduits, 13.8 KV cabling f rom the indicated Switch House switches to the Existing Davis Monthan 13.8 Circuit switch gear main bus bars through new additional contractor provided switches. (See the attached list of Drawings and Files that comprise the scope of work for contract “A” .). Preliminary Testing for Relay settings and programming must be performed prior to the f inal connection to the incoming 13.8 KV feeder circuits.

The overhead pole line incoming feeder 13.8 KV circuits will be installed by others (the Contract B” contractor). All final connections and final testing must be coordinated between the contractor for Contract “A”, the Contract “B” contractor, the Base CE Project Manager and the power company (Tucson Electric Power Company). A Base wide power outage will need to be scheduled so that all the final connection and final testing may be performed.

1.1.2.1 The Period of Performance for the entire project is estimated to be 635 calendar days.

2.0 WORK REQUIREMENTS

2.1 Security

a. For entry to the base, submit an entry authorization letter (EAL) request to Contracting Off icer (CO) for each individual requiring access to the project, at least 10 calendar days prior to beginning work. A copy of the format of this letter may be obtained f rom the CO on or before the pre-performance conference. Valid identif ication with a photograph together with the base pass will be required for all individuals when entering the base.

b. All passes issued must be returned to the CO upon termination of the employee or completion of the project, whichever occurs f irst.

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2.2 Utility Outages, Road Closures, and Digging Permits

a. Utility Outages: Accomplish all work required in connection with utility outages on weekends or of f -duty hours, or as directed by the CO. The Contractor shall be responsible for all work associated with the utility outages. Notify the CO in writing 21 calendar days prior to the desired date for the utility outage.

b. Road Closures: If road closures are needed during the construction of any portion of the project, a traf f ic control plan shall be generated by the Contractor and submitted to the CO for approval.

Notify the CO in writing 21 calendar days prior to the desired date for closure.

c. The Contractor is responsible for and shall process AF Form 103, Work Clearance Report (digging permit) and bluestake (811) requirements through the 355 CES Work Management (Bldg 4300).

The Contractor shall allow for approximately 21 calendar days for the construction areas to be properly marked. The Contractor is also responsible for contacting Arizona Blue Stake (811) and independently marking and potholing for security camera conduit/wiring around the base; and vacuum and oxygen medical lines around the 355 Medical Group. The Contractor must mark all areas that he wishes to have the Government clear for work with white paint PRIOR to the submission of the AF Form 103; and shall include a site drawing of the area to be utilities marked with the submission. Upon submission, the Contractor shall provide the CO the tracking number for the Government to help the Contractor track its progress (if necessary). Once a construction site has been marked, it is the Contractor’s responsibility to maintain the markings with stakes or whiskers.

2.3 Submittal Procedures

a. SCHEDULE OF MATERIAL SUBMITTALS (AF FORM 66): An AF Form 66, listing the items of equipment and materials for which submittals are required by the specif icat ions, shall be generated during the design by the Contractor for the Government’s approval. A draf t of the base-standard AF Form 66 may be provided at the Contractor’s request, for the Contractor’s use.

The Contractor shall complete the column “Required Submission Date” and submit to the CO for approval within 10 calendar days af ter Notice to Proceed. The approved submittal register will become the scheduling document and will be used to control submittals throughout the life of the contract. During construction, it may be discovered that this list was not all -inclusive and that additional submittals may be required f rom and shall be submitted by the Contractor, as directed by the CO.

b. TRANSMITTAL FORM (AF FORM 3000):

1. The AF Form 3000 shall be used for submitting both Government -approved and information-only submittals in accordance with the instructions on the reverse side of the form.

The CO shall furnish these forms to the Contractor. This form shall be properly completed by f illing out the heading blanks and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specif ication paragraph and/or sheet number of the contract drawings pertinent to the information submitted for each item(s).

2. The Contractor shall forward all material submittals required by the technical specif ications using the AF Form 3000 as stated in paragraph b1 above. The Contractor provides the submittals in the number of copies as specif ied on the AF Form 66 and one original of the completed AF Form 3000 to the CO no later than the required submission date specif ied on the AF Form 66 or 10 calendar days f rom the Notice to Proceed, whichever is later.

3. Identify each submittal by project, Contractor, drawing or detail number, and specif ication section number, as appropriate. Mark submittals to show the specif ic item(s) that will be furnished. Include intended use of the submittal and any other pertinent information necessary for a complete evaluation. If the Contractor provides a submittal which show variations f rom the contract documents, the Contractor shall completely describe such variations in writing clearly and separately f rom any other portion o f the submittal. Highlighting or marking in any manner the proposed variations is not suf f icient to comply with this requirement. This requirement applies irrespective of the provisions of any specif ication which follow this section

01010-3 and which may be particular to specif ic item(s). If resubmittal is required label as following:

1.0 (initial submission), 1.1 (f irst resubmission), 1.2 (second resubmission), etc.

c. Submit to the CO complete information applicable to the item(s) of equipment and materials called for by the Contract Documents, for approval, prior to installing the relevant item(s) of equipment and material. If unapproved item(s) of equipment or material are installed, the CO, at their sole discretion and option, may reject the installed equipment and material. If rejected, the CO may then pursue, again in their sole discretion and option, remedies including but not limited to the removal and reinstallation of approved item(s) of equipment or material at the Contractor’s expense, extended warranties, and other remedies as may be deemed appropriate and applicable to that portion of the construction.

d. Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certif ications to be submitted with the pertinent drawings shall be so scheduled.

e. The CES Project Manager will require 21 calendar days for review of material submittals f rom receipt to returning recommendation to the CO for approval or disapproval.

f . The Contractor, as part of the bid price, shall have a Government-approved, independent, commercial, testing laboratory perform all sampling and testing as called for in these specif ications. Test reports shall be properly sealed by a professional engineer.

2.4 Construction Schedule and Progress Reports (AF Form 3064 and AF Form 3065)

a. Following contract award, the Contractor shall prepare the construction completion schedule using the AF Form 3064, Contract Progress Schedule. The Contractor shall submit for government review and approval the AF Form 3064 no later than ten (10) calendar days following issuance of the Notice to Proceed.

b. Upon approval of the AF Form 3064 submit to the CO, on a biweekly schedule, the construction progress using the AF Form 3065, Progress Report.

2.5 Quality Control

a. Provide quality control over the entire project including but not limited to the items of equipment and materials intended for installation, necessary coordination and services to facilitate the performance of the work, site conditions, and the workmanship of the Contractor personnel and any subcontractors.

b. The Contractor shall become familiar with all the details of the work depicted in the Contract Documents and shall verify all f ield conditions related to the construction prior to commencement of the work. If conditions are discovered by the Contractor prior to commencement of the work which conf lict with the Contract Documents, and which will substantially af fect the construction as designed and depicted in the Contract Documents, identify and explain the condition(s) in writing to the CO within 48 hours of discovery of the condition(s); and request clarif ication f rom the CO before commencing work.

c. If site conditions are discovered by the Contractor during the construction which conf lict with the

Contract Documents, and which af fect either a portion of the current construction, or which will substantially af fect the construction as designed and dep icted in the Contract Documents, identify and explain the condition(s) in writing to the CO within 48 hours of discovery of the condition(s);

and request clarif ication f rom the CO before proceeding. All such requests for information shall completely address aspects of the condition, including but not limited to, engineering judgments and engineered solutions, possible costs or deductions, and time extensions.

d. If site conditions or defects are discovered during the construction, by the CO or the CO’s designated representative, which are the result of the Contractor’s inadequate quality control or substandard workmanship, whether by the Contractor or a subcontractor, which conf lict with the

Contract Documents, and which af fect either a portion of the current construction, or which will substantially af fect the construction as designed and depicted in the Contract Documents, the CO may direct the Contractor to identify and explain the condition(s) or defect(s) in writing to the CO

01010-4 within 48 hours of discovery of the condition(s). In all such instances, the Contractor shall present no less than three viable options to correct the condition or defect, completely addressing aspects of the condition, including but not limited to, engineering judgments and engineered solutions, possible costs or deductions, and time extensions. The CO will then review and approve an option for use by the Contractor. The Contractor shall not proceed with the work until receiving the written permission f rom the CO.

e. The Contractor shall comply fully with manufacturer's instructions, including each step in sequence. If such instructions conf lict with the Contract Documents, identify and explain the conf lict in writing to the CO within 48 hours of discovery of the conf lict; and request clarif ication f rom the CO before proceeding.

f . Testing: The Contractor shall provide samples and test results as required by the Contract

Documents. Test reports shall be properly sealed by an independent professional engineer.

g. Cleanup: The Contractor shall keep the work area and surrounding surfaces clean and orderly.

Remove any Contractor-caused residue, dirt, or markings immediately upon completion of the work involved. Clean site daily.

h. Exterior surfaces including but not limited to Portland cement concrete, asphalt pavements, and gravel and interior surfaces including but not limited to carpet, tile, ceiling tiles, and gypsum board damaged by construction work or the Contractor’s operations, shall be replaced with materials consistent in quality and workmanship to match existing.

i. It is the Contractor’s responsibility to maintain any and all quality control records and have them available to the Government at all times.

j. Record drawings shall be kept at the job site at all times, and shall be made available upon request by either or both the Project Inspector or the CO. The record drawings shall be marked up on a daily basis to show actual “as-built” construction and conditions.

2.6 Project Progress Photographs

a. Where project photographs are allowed all project photographs shall comply with the DMAFB security policy such that all photographs taken shall be approved. Photographs in secure areas, or of aircraf t tail numbers and/or of any items, processes, etc., of sensitive nature are prohibited.

b. Submit to the CO construction project progress digital photographs taken on or about the f irst of every month and of signif icant elements (i.e., underground utility installation, elements to be concealed within walls or concrete, etc), showing the general conditions of the work as viewed f rom the north, south, east, west, and/or building interior. Photographs are also required to document work phases such as rebar emplacement, concrete pours, sewer rough-in, etc, when the Government Construction Inspector/Engineer is unable to view the site prior to that work being completed.

c. Each image f ile shall be identif ied by the date of exposure (year-month-day), the project number and title, and description of content using the following format:

20XX0218(YearMonthDay)_XXXXXX_Project Name_Description of Work .

2.7 Environmental Control

a. The Contractor shall be required to meet or exceed the requirements and procedures of the most current Davis-Monthan AFB (DMAFB) Contractor Environmental Guide in ef fect at the time of contract award. This guide will be provided to the Contractor within the request for proposal. The guide includes procedures to ensure compliance with the DMAFB environmental permit requirements and other regulations to include, but not limited to, training for the ISO 14001

Environmental Management System (EMS). To receive the initial EMS Awareness Training, the Contractor will be required to register and login to The Environmental Awareness Course Hub (TEACH): https://usaf .learningbuilder.com (must use Google Chrome). The detailed registration instructions are found in Appendix E of the DMAFB Contractor Environmental Guide. The contractor will also read appendix F, sign and send to the CO who will forward to environmental element.

01010-5

b. The Contractor shall be held responsible for complying with all federal, state, and local environmental regulations included as part of the processes in performing the work included in this project.

c. Hazardous material (HAZMAT) that will be used during construction requires review prior to work start.- (see Appendix A and Attachment(s) A-1 to A-3 of the Environmental Guide). These requirements shall be included as a submittal on the AF Form 66, Schedule of Material Submittals.

Contractor shall plan and submit a HAZMAT worksheet (Attachment A-1), including the appropriate SDS and an estimated quantity to be used, to the COR prior to construction. The COR or project manager will forward Attachment A-1 to Environmental for review and Environmental will return with Attachment A-2 determining if Attachment A-3 will be needed.

d. Obtain permits f rom the Pima County Department of Environmental Quality (PDEQ), Air Quality

Division, for installation of new equipment or use of Contractor equipment which generate air pollution, for earth-moving activities related to new construction, and for asbestos removal or demolition. These permits shall be included as a submittal on the AF Form 66, Schedule of

Material Submittals. Submit copies of permits to the CO prior to beginning construction. All permit costs shall be considered as having been included as a factor in the Contractor's bid price.

e. The Contractor shall also submit a Construction and Demolition (C&D) Plan (Attch B-1, Contractor

Environmental Guide) 3 weeks prior to starting construction. The contactor will submit monthly dump tickets with cost to the CO/R and/or project manager as required (Attch B-2, Contactor Environmental Guide). This information is used to calculate waste diversion metrics that are reported to Congress annually. If the C&D Plan indicates potential regulated wastes or hazardous wastes, the contractor shall coordinate any disposal requirements through the contractor’s representative prior to disposal or manifesting – see Appendix C of the Contractor Environmental

Guide.

f . For projects involving asbestos abatement, complete the standard "Notif ication of Demolition or Renovation" forms and submit to PDEQ and other required agencies. These forms shall be included as a submittal on the AF Form 66, Schedule of Material Submittals. Submit copies of the forms to the CO prior to beginning construction or demolition activities. The CO Representative will forward the plan and forms to Environmental for review.

g. Contractors shall comply with all regulatory requirements/considerations if the project requires soil disturbance. These requirements may include Storm Water Pollution Prevention Plans (SWPPP), Air Activity Permits (see para d above), and Natural and Cultural Resource protections. Area disturbance requiring permits is set forth by Arizona Department of Environmental Quality (ADEQ) and PDEQ. Treat areas subject to dust producing activities with liquid palliatives which will not harm regrowth of vegetation, or other methods of dust control. Also, ensure methods to protect native plants, birds and wildlife are included in projects where required.

h. No open burning of trash, brush, or refuse will be permitted.

i. The Contractor shall be responsible for the proper management of both hazardous and non-hazardous waste and the required submittals IAW Section 3 and Appendix C of the Contractor Environmental Guide. The Contractor shall segregate hazardous or regulated materials and non-hazardous or non-regulated materials during demolition; and handle, transport, store, and dispose of these hazardous and non-hazardous materials in accordance with applicable federal, state, and local laws, ordinances, the contractor environmental guide, or other rulings having the ef fect of law, including but not limited to the items listed below. All handling, transporting, and disposal costs shall be considered as having been included as a factor in the Contractor's bid price. Any questions regarding proper handling or disposal of hazardous or non-hazardous materials may be directed through the CO to the Environmental Program Manager at 520-228-

5897.

1. Resource Conservation and Recovery Act (42 USC 6901)

2. Clean Water Act (33 USC 1251)

3. Clean Air Act (42 USC 7401-7642) http://www.deq.pima.gov/air/pdf/AQAPapplication.pdf

01010-6

4. Toxic Substances Control Act (15 USC 260)

5. National Environmental Policy Act (42 USC 4321-4347)

6. Hazard Communication (OSHA Std 29 CFR 1910.1200)

j. All radioactive material or equipment using radioactive material must be approved for use prior to bringing it on the base. The written request for approval, along with a copy of the permit for the source and a brief description of the intended activities, shall be submitted to the base Bioenvironmental Engineering Flight through the CO 30 calendar days prior to the Contractor’s use. No work involving radioactive materials may proceed until receipt of the approved request.

This requirement shall be included as a submittal on the AF Form 66, Schedule of Material

Submittals.

k. Any items containing radioactive material, especially radioluminescent exit signs, discovered while performing maintenance, repair, alteration or renovation activities, shall be turned in by the

Contractor through the CO to 355 CES/CEO for proper disposal.

l. Liquid paints or coatings with lead shall be restricted to no more than 0.06 percent lead by weight of the non-volatile solids for use in or on all base facilities [Part 35 of 24 CFR].

2.8 Salvage and Disposal

a. All salvageable and non-salvageable material obtained by removal of existing material shall be considered as having been included as a factor in the Contractor's bid price.

b. Salvageable material obtained f rom existing construction may be reused only if so stated elsewhere in the Contract Documents, and then only when the material is approved for reuse by the CO.

c. Salvageable material shall remain the property of the Government only when specif ically called out in the Contract Documents.

d. Salvageable material not reused or otherwise designated to remain the property of the Government shall become the property of the Contractor and shall be removed and disposed of of f base in accordance with the environmental controls specif ied in this Sec tion.

e. Non-salvageable material: Remove all non-salvageable material f rom the project site and dispose of it of f base, in accordance with the environmental controls specif ied in this Section.

3.0 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

3.1 Traffic Regulation

a. Barriers: Contractor shall furnish all signs, barricades, and f lagmen required to control traf f ic in the construction area.

1. All signs and barricades shall be in accordance with ANSI D6.1, Manual of Uniform Traf f ic

Control Devices.

2. Minimize interference with the f low of traf f ic. At no time may access to any facility be prevented.

b. Haul routes: As designated on the drawings. The haul route shall enter and exit through the Swan

Road gate, and travel to and f rom the project site by the most direct route.

1. Immediately clean up any material spilled along the haul route. This shall include clean up of mud tracked on the road by the Contractor’s equipment.

2. For any spill of hazardous material on base, immediately notify the base f ire department at

911. The Contractor is responsible for all costs incurred by the Government in responding to or cleaning up any such spill.

01010-7

c. Access: Contractor shall always maintain access to the base work site. The Contractor is to perform his work with a minimum of interference to the f low of traf f ic.

3.2 Safety

a. Comply with the Corps of Engineers Manual on General Safety Requirements, EM 385-1-1;

Occupational Safety and Health Act (OSHA), Public Law 91-596; and AFI 91-301, Air Force

Occupational Safety, Fire Prevention, and Health (AFOSH) Program.

b. Use of f lammable adhesives or other similar f lammable materials will be in strict accordance with manufacturer's instructions and the Contractor shall take all necessary safety and f ire prevention steps to supervise and assure safe execution of work on the contract. This paragraph is applicable to adhesive materials or any other material involving f lammable characteristics.

3.3 Temporary Utilities

a. Electrical: Only qualif ied electricians shall install temporary wiring, as required during construction as well as to temporary trailers. Temporary wiring shall be protected with over current protection.

Temporary wiring and extension cords shall be protected against damage. Spliced or damaged extension cords SHALL NOT be used. Coordinate with the CES Project Manager for location and entry access to electrical system.

b. Water: Fire hydrants will have a minimum of 15 feet clearance maintained at all times, and will not be obstructed by materials, vehicles, equipment, etc. Hoses and/or pipes shall not be connected to f ire hydrants without the permission of the Water Shop and coordination with Fire Department.

Coordinate with the CES Project Manager for permission and Fire Department coordination. When authorized to use a f ire hydrant, backf low preventers & meters will be required. At the end of each workday, the valves shall be removed and the hydrant caps replaced. Only hydrant wrenches shall be used to open/close hydrants. Monthly meter readings shall be generated by the Contractor and submitted to the CES Project Manager.

3.4 Blasting: No blasting will be permitted.

3.5 Grade Control: Grade site to drain to protect site f rom puddling or running water, or accumulation of standing water in excavations. The Contractor shall provide all surveying required to establish and maintain line and grade stakes necessary to complete the construction.

3.6 Fenced Contractor’s and Storage Yards

a. The temporary fencing shall be of suf f icient strength and height to minimize and restrict entry by unauthorized personnel. The temporary fencing shall be provided with visual screening for the full height and length, using tan-colored screening or a similar color selected and approved by the

CES Project Manager. The temporary fencing and screening shall remain in place and be maintained for the life of this contract. Fence posts may be driven, in lieu of concrete bases, where soil conditions permit.

b. The Contractor shall install and maintain a temporary, fenced Contractor’s yard (in the base’s Contractor’s area) and a temporary, fenced storage yard (near the project site if approved) in locations designated by the CO.

3.7 Material Handling and Storage

a. Handle, store, and protect all products in accordance with manufacturer's instructions.

b. At the end of each work day, park and store all equipment and materials in the location designated by the CO.

c. Do not place or store trailers, materials, or equipment outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the CES Project

Manager away f rom the vicinity of the construction site but within the installation boundaries.

Trailers, equipment, or materials must not be open to public view with the exception of those items which are in support of ongoing work on any given day. Do not stockpile materials outside the fence in preparation for the next day's work. Park mobile equipment, such as tractors, wheeled

01010-8 lif ting equipment, cranes, trucks, and like equipment within the fenced area at the end of each workday.

d. All construction projects being fenced in shall be coordinated with the base f ire department prior to fence placement. All f ire hydrants behind or hidden by fences and or construction material shall be marked by an orange or red hydrant marking system of some type and visible over the top of the fence and or material causing the obstruction. No fence shall be placed within 10 feet of f ire hydrants. If the fence has to be placed near f ire hydrants a gate allowing access to the hydrant shall be installed and marked with signage. Fire apparatus lanes shall be maintained inside construction area and marked by signage. Emergency f ire vehicle access/gates to site shall be signed. All signs shall consist of white back grounds and four inch red lettering for f ire hydrant gate locations and access gates. Sign shall read: “Fire Department Access”.

3.8 Supplemental Storage Area: Upon Contractor's request, the CES Project Manager will designate another or supplemental area for the Contractor's use and storage of trailers, equipment, and materials. This area may not be in close proximity of the construction site but will be within the installation boundaries. Fencing of materials or equipment will not be required at this site; however, the Contractor is responsible for cleanliness and orderliness of the area used and for the security of any material or equipment stored in this area. Utilities will not be provided to this area by the

Government.

3.6 Airfield Construction Activity Requirements

a. Elements of work to be accomplished under this contract will violate certain airf ield clearance criteria established by the U.S. Air Force and the Federal Aviation Administration. Consequently the installation commander has the authority to approve such violations under a Temporary Airf ield Construction Waiver. The Government is responsible for the preparation, coordination and attaining approval of the Temporary Airf ield Construction Waiver.

b. The Government will provide the Contractor with a copy of the approved Temporary Airf ield Construction Waiver prior to the start of construction. The Contractor is required to comply with all aspects of the waiver as stipulated in the waiver Safety Plan. A copy of the Safety Plan has been included with this RFP. Some requirements within the Safety Plan may directly af fect the Contractor’s costs for completing the scope of work. Failure on the part of the Contractor to adequately review the Safety Plan and identify/clarify any requirements therein will not constitute justif ication of Contractor claims for additional design and/or construction costs.

4.0 PROJECT CLOSE-OUT

4.1 Pre-Inspection Final Cleaning

a. Clean all surfaces exposed to view.

b. Polish transparent and glossy surfaces.

c. Clean equipment and f ixtures.

d. Clean debris f rom roofs, gutters, drainage systems, and site.

e. Remove temporary labels.

f . Properly dispose of all hazardous and non-hazardous materials of f base in accordance with the environmental controls specif ied in this Section.

4.2 Record Documents Specifications: Provide design and construction deliverables as def ined in the

Design Compatibility Guidelines and in this Section.

a. Prior to the CO’s f inal acceptance of and f inal payment for the completed project, submit for approval the record as-built drawings, electronic f iles, and shop drawings as required in the following paragraphs, no later than 30 calendar days af ter the Final Inspection. These requirements shall be included as submittals on the AF Form 66, Schedule of Material Submittals.

01010-9

b. Record As-built Drawings. Standard draf ting practices shall be used to represent changes and shall include supplemental notes, legends, details and dimensions as required to show actual "as -built" construction. Submit to the CO one full-size and one half -size sets of drawings printed on archival quality bond paper, clearly and legibly marked “AS-BUILT DRAWINGS” in large print at the bottom right corner of each drawing sheet above the title block. Include Fire Suppression and

Fire Alarm shop drawings in as-built set.

c. Electronic Copies. The Contractor shall, using the most current version of AutoDesk AutoCAD as directed by the CO, transfer the “as-built” project drawings electronically in AutoCAD DWG and

Adobe PDF format to the CO. All x-references shall be bound. The pdf version of the drawing shall be generated f rom the as-built f ile, ensuring all submitted information matches. Red line drawings are not considered as-builts, and such changes will be incorporated into the as-built drawings prior to creating the disk and printing the hard copies. When AutoDesk Revit or other sof tware is utilized for project, submit Revit Models or the original format f iles for all disciplines, in addition to above required AutoCAD f iles.

4.3 Record Documents: Fourteen calendar days prior to the f inal inspection, complete the following record documents and submit to the CO.

a. DD Form 1354 Checklist.

b. DD Form 1354 Equipment List

c. DD Form 1354, Transfer and Acceptance of Military Real Property.

d. Waste manifest/ dump tickets

e. Contract Project/Roof Warranty and/or Guarantee Items.

4.4 Operation and Maintenance Manuals: Submit operation and maintenance manuals electronically in Adobe PDF format for each item of equipment as per the contract specif ications, including but not limited to all electrical systems and equipment:

a. Reference information to be included, as applicable:

1. Table of contents.

2. Directory listing names, addresses, and telephone numbers of the:

• Architect/Engineer

• Contractor

• Subcontractors

• Suppliers

3. General Contractor Project Warranty with all sub-contractor warranties attached.

4. Signif icant design criteria as applicable.

5. Shop drawings (f ire suppression, f ire alarm, metal buildings, etc.) and product data.

6. Air and water balance reports.

7. Certif icates.

b. Operation and maintenance information to be included, as applicable:

1. List of equipment.

2. Parts list for each component.

3. Operating instructions.

4. Maintenance and troubleshooting instructions.

5. Repair and assembly/disassembly instructions.

6. Calibration requirements.

01010-10

4.3 Training and Field Instructions: Prior to f inal inspection, provide competent instruction and training, using the manuals described above, to the Government in the operation and maintenance of the building systems and equipment, including but not limited to all mechanical and electrical systems and equipment. Training sessions with government personnel shall be recorded and provided to the

Contracting Off icer in .mp4 format with .H264 video coded.

Drawings & Files for Substation work only for Contract “A”

Description of item

G-001 COVER SHEET

G-002 DRAWING INDEX

G-003 GENERAL NOTES LEGENDS AND ABBREVIATIONS

EV 100 OVERALL EXISTING CONDITIONS PLAN

EV-109 EXISTING CONDITIONS PLAN SHEET 9 OF 14

EV-121 EV121 DMAFB SUBSTATION SITE PLAN

E-100 DMAFB SUBSTATION SITE PLAN

E-101 E-HOUSE PLAN

E-110 DMAFB GROUNDING PLAN 1 OF 2

E-111 DMAFB GROUNDING PLAN 2 OF 2

E-112 DMAFB LIGHTNING PROTECTION PLAN

E-301 E-HOUSE FRONT ELEVATION

E-302 E-HOUSE REAR ELEVATION

E-303 SWITCHGEAR FRONT ELEVATION

E-503 DETAIL SHEET 3 OF 4

E-504 DETAILS SHEET 4 OF 4

E-601 OVERALL SINGLE-LINE DIAGRAM

E-602 EQUIPMENT SCHEDULES SHEET 1 OF 2

E-603 EQUIPMENT SCHEDULES SHEET 2 OF 2

E-701 RELAY ONE LINE DIAGRAM

E-702 THREE LINE DIAGRAM-13.8kV INCOMER-1 FROM TEP

E-703 THREE LINE DIAGRAM -TO EXISTING SWITCHGEAR

FEEDER-1

E-704 THREE LINE DIAGRAM-CAPACITOR BANK FEEDER-1

E-705 THREE LINE DIAGRAM -SPARE FEEDER

E-706 THREE LINE DIAGRAM-STATION SERVICE TRANSFORMER

E-707 THREE LINE DIAGRAM-CAPACITOR BANK FEEDER-2

01010-11

E-708 THREE LINE DIAGRAM -TO EXISTING SWITCHGEAR

FEEDER-2

E-709 THREE LINE DIAGRAM-13.8kV INCOMER-2 FROM TEP

E-710 THREE LINE DIAGRAM-13.8kV-120V BUS PT

E-711 SWITCHGEAR CONTROL CIRCUIT FOR 13.8kV INCOMER-1

E-712 SWITCHGEAR CONTROL CIRCUIT FOR EXISTING

SWITCHGEAR FEEDER-1

E-713 SWITCHGEAR CONTROL CIRCUIT FOR CAPACITOR BANK

FEEDER-1

E-714 SWITCHGEAR CONTROL CIRCUIT FOR SPARE FEEDER

E-715 SWITCHGEAR CONTROL CIRCUIT FOR CAPACITOR BANK

FEEDER-2

E-716 SWITCHGEAR CONTROL CIRCUIT FOR EXISTING

SWITCHGEAR FEEDER-2

E-717 SWITCHGEAR CONTROL CIRCUIT FOR 13.8kV INCOMER-2

E-721 SEL-751 CIRCUIT FOR 13.8kV INCOMER-1

E-722 SEL-751 CIRCUIT FOR 13.8kV OUTGOING-1

E-723 SEL-751 CIRCUIT FOR 13.8kV CAPACITOR-1

E-724 SEL-751 CIRCUIT FOR SPARE FEEDER

E-725 SEL-751 CIRCUIT FOR 13.8kV CAPACITOR-2

E-726 SEL-751 CIRCUIT FOR 13.8kV OUTGOING-2

E-727 SEL-751 CIRCUIT FOR 13.8kV INCOMER-2

E-728 SEL-587Z CIRCUIT FOR 13.8kV SWITCHGEAR

E-729 THREE LINE DIAGRAM - 13.8kV INCOMER-1 FROM TEP

E-730 THREE LINE DIAGRAM - 13.8kV INCOMER-2 FROM TEP

E-731 SEL-751 CIRCUIT FOR 13.8kV INCOMER SWITCH-1

E-732 SEL-751 CIRCUIT FOR 13.8kV INCOMER SWITCH-2

SS001 STRUCTURAL GENERAL NOTES

SS100 SITE PLAN

SS121 SUBSTATION SITE PLAN

SS301 SECTIONS

SS302 SECTIONS

Commissioning Plan File Name "100% DMAFB Electrical - Cx Plan - 100%.pdf"

Design Analysis 100% File Name "100% DMAFB Electrical - Design Analysis -

100%.pdf"

Cutsheets File Name "5015-21-3104 DMAFB Cutsheets - 100%.pdf"

Electrical Calculations File Name "5015-21-3104 DMAFB Substation - 100% Elec Calc

Pakage.pdf"

01010-12

Structural Calculations File Name "5015-21-3104 DMAFB Substation - 100% Structural

Calcs .pdf"

Protection and Controls Report File Name "5015-21-3104 DMAFB Substation P&C Report-

100%.pdf"

Substation Specif ications File Name "5015-21-3104 DMAFB Substation Specs

1.19.2024.pdf"

End of Section 01010