FBNV240027 - Statement of Work - Overhead Electrical.pdf

SPECIFICATIONS

FOR

FBNV 240027

Sustainment for Over-Head Electrical - PH-1

AT

DAVIS-MONTHAN AFB

ARIZONA

18 July 2024

FB

N

V

Table of Contents-1 FBNV 240027

TECHNICAL PROVISIONS OF SPECIFICATIONS

Project No. FBNV 240027

Contractor to furnish all labor, equipment, appliance, and materials and perform all operations in connection with Repair/Sustainment for Over-Head Electrical - PH-1 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

01011 Design Requirements

DIVISION 26 – ELECTRICAL

26 00 00.00 20 Basic Electrical Materials and Methods 26 05 00.00 40 Common Work Results for Electrical 26 05 13.00 40 Medium-Voltage Cables 26 05 19.00 10 Insulated Wire and Cable 26 05 33 Dockside Power Connections Stations 26 05 70.00 40 High-Voltage Overcurrent Protective Devices 26 08 00 Apparatus Inspection and Testing 26 09 23.00 40 Lighting Control Devices 26 12 19.00 40 Pad-Mounted, Liquid-Filled Medium-Voltage Transformers 26 12 19.10 Three-Phase Pad-Mounted Transformers 26 12 21 Single-Phase Pad-Mounted Transformers 26 13 00.00 20 SF6/High-Firepoint Fluids Insulated Pad-Mounted Switchgear 26 13 01 Pad-Mounted Dead-Front Air Insulated Switchgear 26 22 00.00 10 480-Volt Station Service Switchgear and Transformers 26 23 00.00 40 Switchboards and Switchgear 26 23 00 Switchboards and Switchgear

Table of Contents-2 FBNV 240027

26 56 00 Exterior Lighting 26 56 13.00 40 Lighting Poles and Standards 26 56 19.00 40 Roadway Lighting

Davis-Monthan Air Force Base, Arizona FBNV240027 Sustainment for Over-Head Electrical - PH-1 18 July 2024 Solicitation packages Rev (5.0)

01010-1

SECTION 01010 – DAVIS-MONTHAN WORK REQUIREMENTS

NOTE: The Davis-Monthan Air Force Base Design Compatibility Guideline requirements and those defined in the following section may directly affect 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 justification of Contractor claims for additional design and/or construction costs.

1.0 SUMMARY OF WORK

1.1 Work Included in this Contract: The following descriptions are for general reference only and shall not be construed as a complete list of all operations to be performed.

a. 1.1. General. This request for proposal (RFP) provides for the design, plans, specifications, and repair by replacement overhead (OH) power lines and Utility poles with all new components and associated hardware along Wilmot, Yuma Rd., Herky and Zapper on Davis-Monthan AFB, AZ (see figure 1.2 for the specific location below). The contractor provides new Utility Poles to include cross arms, 4/0 / Aluminum Conductor Steel Reinforced (ACSR), and Air Brake Switches rated at 600 AMPS. Coordinate with cable TV provider for removal and reinstallation of the existing services. See section 1.6 for specific project design and construction requirements.

All primary overhead phases need to upgrade to 4/0 AWG conductors (See Figure 1.2).

b. The Contractor shall refer to Section 01011, Design Requirements, for specific guidance pertaining to the design and construction of the required project elements.

2.0 WORK REQUIREMENTS

2.1 Security

a. For entry to the base, submit an entry authorization letter (EAL) request to Contracting Officer (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 from the CO on or before the pre-performance conference. Valid identification 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 first.

c. Antiterrorism (AT) Level 1 Awareness Training. All contractor employees, including subcontractor employees, requiring routine physical access to military installations must complete AT Level I awareness training within 30 days of requiring access and annually thereafter. Certificates of completion for each contractor employee and subcontractor employee must be submitted to the COR or the unit’s Antiterrorism Representative. AT level I awareness training is available at the following website: http://jko.jten.mil.

2.2 Utility Outages, Road Closures, and Digging Permits

a. Utility Outages: Accomplish all work required in connection with utility outages on weekends or off-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 traffic 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 http://jko.jten.mil/

01010-2 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 specifications, shall be generated during the design by the Contractor for the Government’s approval. A draft 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 after 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 from 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 filling out the heading blanks and identifying each item submitted. Particular care shall be exercised to ensure proper listing of the specification 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 specifications using the AF Form 3000 as stated in paragraph b1 above. The Contractor provides the submittals in the number of copies as specified on the AF Form 66 and one original of the completed AF Form 3000 to the CO no later than the required submission date specified on the AF Form 66 or 10 calendar days from the Notice to Proceed, whichever is later.

3. Identify each submittal by project, Contractor, drawing or detail number, and specification section number, as appropriate. Mark submittals to show the specific 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 from the contract documents, the Contractor shall completely describe such variations in writing clearly and separately from any other portion of the submittal. Highlighting or marking in any manner the proposed variations is not sufficient to comply with this requirement. This requirement applies irrespective of the provisions of any specification which follow this section, and which may be particular to specific item(s). If resubmittal is required label as following:

1.0 (initial submission), 1.1 (first 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. Certifications 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 from receipt to returning recommendation to the CO for approval or disapproval.

01010-3

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 specifications. 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 field 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 conflict with the Contract Documents, and which will substantially affect 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 clarification from the CO before commencing work.

c. If site conditions are discovered by the Contractor during the construction which conflict with the Contract Documents, and which affect either a portion of the current construction, or which will substantially affect 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 clarification from 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 conflict with the Contract Documents, and which affect either a portion of the current construction, or which will substantially affect 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 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 from the CO.

01010-4

e. The Contractor shall comply fully with manufacturer's instructions, including each step-in sequence. If such instructions conflict with the Contract Documents, identify and explain the conflict in writing to the CO within 48 hours of discovery of the conflict; and request clarification from 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 Do not post any Photographs of the work in any multimedia system or social networks.

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 aircraft 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 first of every month and of significant elements (i.e., underground utility installation, elements to be concealed within walls or concrete, etc.), showing the general conditions of the work as viewed from 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 file shall be identified 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 effect 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.

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.

01010-5

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 from 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 (debris) (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 - manifest, complete the standard "Notification 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 effect 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)

4. Toxic Substances Control Act (15 USC 260)

5. National Environmental Policy Act (42 USC 4321-4347) http://www.deq.pima.gov/air/pdf/AQAPapplication.pdf

01010-6

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 from 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 specifically 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 off base in accordance with the environmental controls specified in this Section.

e. Non-salvageable material: Remove all non-salvageable material from the project site and dispose of it off base, in accordance with the environmental controls specified in this Section.

3.0 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

3.1 Traffic Regulation

a. Barriers: Contractor shall furnish all signs, barricades, and flagmen required to control traffic in the construction area.

1. All signs and barricades shall be in accordance with ANSI D6.1, Manual of Uniform Traffic Control Devices.

2. Minimize interference with the flow of traffic. 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 from 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 fire department at

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

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 flow of traffic.

01010-7

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 flammable adhesives or other similar flammable materials will be in strict accordance with manufacturer's instructions and the Contractor shall take all necessary safety and fire 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 flammable characteristics.

3.3 Temporary Utilities

a. Electrical: Only qualified 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 fire 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 fire hydrant, backflow 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 from 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 sufficient 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 from 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 lifting equipment, cranes, trucks, and like equipment within the fenced area at the end of each workday.

01010-8

d. All construction projects being fenced in shall be coordinated with the base fire department prior to fence placement. All fire 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 fire hydrants. If the fence has to be placed near fire 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 fire vehicle access/gates to site shall be signed. All signs shall consist of white back grounds and four-inch red lettering for fire 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 N/A

4.0 PROJECT CLOSE-OUT

4.1 Pre-Inspection Final Cleaning

a. Clean all surfaces exposed to view.

d. Clean debris from site.

e. Remove temporary labels.

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

4.2 Record Documents Specifications: Provide design and construction deliverables as defined in the Design Compatibility Guidelines and in this Section.

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

b. Record As-built Drawings. Standard drafting 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 from the as-built file, 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 software is utilized for project, submit Revit Models or the original format files for all disciplines, in addition to above required AutoCAD files.

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

a. DD Form 1354 Checklist.

01010-9

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 Warranty and/or Guarantee Items.

End of Section 01010

FBNV 240027, Overhead Electrical Sustainment, Phase 1 18 Jul 2024 Solicitation packages (Rev 5.0)

01011-1

SECTION 01011 - DESIGN REQUIREMENTS

1. PROJECT DESCRIPTION

1.1. General. This request for proposal (RFP) provides for the design, plans, specifications, and repair by replacement overhead (OH) power lines and Utility poles with all new components and associated hardware along Wilmot, Yuma Rd., Herky and Zapper on Davis-Monthan AFB, AZ (see figure 1.2 for the specific location below). The contractor provides new Utility Poles to include cross arms, 4/0 / Aluminum Conductor Steel Reinforced (ACSR), and Air Brake Switches rated at 600 AMPS. Coordinate with cable TV provider for removal and reinstallation of the existing services. See section 1.6 for specific project design and construction requirements.

All primary overhead phases need to upgrade to 4/0 AWG conductors (See Figure 1.2).

1.2. Location. The project site is located at Davis-Monthan Air Force Base (Tucson) along Wilmot, Yuma Rd., Herky and Zapper Rd. Arizona. See Figure 1.2 for the existing site locations.

Figure 1.2

1.3. Project Programming. Government programming requirements, classification of work, project approval levels, and funding appropriation have defined the requirement for execution of this project. The Contractor shall work the project as a whole. The Contractor shall maintain documentation to include, but not limited to, progress reports, requests for payment, change orders, modifications, and any other contractual (cost) documents for each project’s scope of the total project. All design and engineering costs shall be incorporated into this project.

01011-2

1.4. Codes, Standards, and References.

1.4.1. The Davis-Monthan Air Force Base Design Compatibility Guidelines (DCG) are incorporated by reference into the contract specifications. All provisions of the base DCG shall be complied with unless specifically deleted by the project documents.

1.5. Design and Construction Schedule. The Contractor shall provide as part of their proposal a preliminary design construction completion schedule for the Government’s review and approval. The total performance period cover progress from Notice To Proceed (NTP) to construction completion (PoP) and beneficial occupancy is 287 calendar days total, including the 31 days shown for project closeout and completion. The number of days shown address an approximate number of calendar days and are only suggested for the Contractor’s use. The Contractor shall clearly note any deviations to the suggested days as it relates to the benefit of the proposed project. The Government will evaluate Contractor proposed calendar days based on the best interests of the project execution and the Government’s requirements.

1.5.1. Following contract award, the Contractor shall finalize their proposed design and construction completion schedule. The Contractor shall prepare the 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.

1.6. Project Specific Design and Construction Requirements. The Contractor shall incorporate as part of their design and include in the construction the following requirements in accordance with all regulations, requirements, and standards identified in this RFP. The following requirements provide more detail than the generic descriptions provided in Section 1.1 of this RFP; and are the minimum requirements that ultimately satisfy the User’s needs and wants. The Contractor shall provide a complete and usable facility based around the User’s needs and wants and constructed in accordance and in compliance with commercial and industry standards.

1.6.1. General Requirements.

1.6.1.1. The construction site is in a (controlled / restricted) area and will require the Contractor and subcontractors to have the requisite badging and identification to access this project site. The Contractor shall consider in the contract documents (e.g., the construction breakdown cost estimate) the reasonable costs and effects of daily, short delays in accessing the project site, as required by the restrictive access requirements or by local alert conditions.

1.6.1.2. The Contractor shall provide design plans and specifications at the 35%, 65%, 95% and 100% (Design suitable for construction) milestone levels. The design shall be based on the information provided in the Task Order RFP, any government sponsored project site visits, and additional information as shall be provided by the Government. Each design milestone level shall meet the associated design submittal requirements as stated in Part 2, Design Submittal Requirements, of this section.

1.6.1.3. The Government will provide as-built drawings as requested by the Contractor. See Section 2.5.1.

1.6.1.4. All construction work shall be accomplished between the hours of 0630 to 1700, Monday through Friday, unless otherwise approved in writing by the Contracting Officer.

1.6.1.5. The project shall conform to all applicable Federal, State, and local laws, regulations and base-specific standards and applicable Unified Facilities Criteria (UFC). Where there is a conflict between the referenced standards the most stringent shall take precedence.

1.6.2. Demolition Requirements.

1.6.2.1. Power outages shall be kept to a minimum; all existing infrastructure shall remain in place and in service until the Overhead (OH) construction is complete to minimize the impact to the operations of the buildings. Disconnect and remove existing all associated electrical circuits, cables, devices, line insulators, raceways and power riser etc.

to source from the overhead electrical distribution system and recycle the copper cable providing a credit to the Government. Work Included in this Contract: The following descriptions are for general reference only and shall not be construed as a complete list of all operations to be performed.

1.6.2.2. Disconnect and remove existing overhead primary electric distribution lines from existing Utility Poles as identified in section 1.6.10.2.2 – 1.6.10.2.4.

1.6.2.3. Disconnect and remove Air Brake Switches

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1.6.2.4. Remove the solid blade disconnects from the overhead electrical distribution system and salvage them to the Government. The Contractor shall coordinate the return of this property through the Contracting Officer.

1.6.2.5. Completely remove the existing Utility Poles as identified in section 1.6.10.2.5 - 1.6.10.7 including all hardware and the Cross Arms, and dispose of properly off base (See Figure 1.2).

1.6.2.6. Remove the existing guy wires, insulators, lightning arrestors, etc. from the overhead electrical distribution system and dispose of properly off base. All power poles cross arms, guy wires, insulators and lightening arrestors shall become the property of the Contractor and removed from Davis-Monthan AFB.

1.6.2.7. All copper cable removed from the project shall be recycled by the Contractor and a credit provided to the Government in the Contractor’s proposal.

1.6.3. Civil Requirements.

1.6.3.1. Field Information. Base utility information, which may be provided for this RFP, is the best information available and may be provided to assist the Contractor during the design of this project. The Contractor is solely responsible for field verifying all information given. The Contractor is also responsible for obtaining all information necessary to properly design and construct the project. Information gathering during the design shall be coordinated through the Contracting Officer. Any field surveying required to provide utility locations, manhole inverts, verification of existing grades and features, etc., shall be the responsibility of the Contractor and shall be tied into the base surveying datum.

1.6.3.2. The Contractor shall arrange for bluestaking of the site and any affected areas for the purposes of determining information applicable to, necessary for and pertinent to the investigation and design services as well as the construction services of this project.

1.6.4. Landscape Requirements.

1.6.4.1. Contractor shall restore the landscaping back to original condition, to the maximum extent possible, in a manner approved by the Contracting Officer.

1.6.5. Architectural Requirements. Not used.

1.6.6. Structural Requirements. Not used.

1.6.7. Mechanical Requirements. Not used.

1.6.8. Plumbing Requirements. Not used.

1.6.9. Fire Protection/Detection Requirements. Not used.

1.6.10. Electrical Requirements

1.6.10.1. The project location consists of overhead primary electric distribution (13.8 KV) along Yuma Rd. between Ramsgate Rd and Taxiway Echo, and along Zapper and Herky Rd. (See Figure 1.2). The designer record will provide calculations as part of all design and provide information in design analysis of design phase.

1.6.10.2. Installation

1.6.10.2.1 Provide new poles with all electrical accessories as necessary to satisfy the infrastructure (primary feed replacement) from existing utility poles along Yuma Rd. beginning at Ramsgate and ending at TXY Echo, Herky Blvd and Zapper Ave (See Figure 1.2). The contractor shall be responsible to ensure electrical power and all other services are fully restored at the completion of construction.

1.6.10.2.2 Replace existing primary lines with new 4/0 lines, between the follow locations (mostly along Yuma):

Line section: Pole 676 to Pole 672 to Pole 857 to Pole 845 to Pole 850 to Pole 851.

Line section: Pole 845 to Pole 839 to Pole (Riser at Bldg. 4870).

1.6.10.2.3 Replace existing primary lines with new 4/0 lines, between the follow locations (Mostly along Herky):

Line section: Pole 661 to Pole 659 to Pole 642 to Pole 646 to Pole (BLD 257).

Line section: Pole 649 to Pole 643.

1.6.10.2.4. Replace existing primary lines with new 4/0 lines, between the following locations (Mostly along Zapper) Line section: Pole 857 to Pole 650.

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1.6.10.2.5. Replace existing Poles with new Class 2 45-ft Western Red Cedar Poles (Qty 14) 237, 238, 239, 273, 274, 638, 640, 644, 645, 654, 655, 658, 849, 851.

1.6.10.2.6. Replace existing Switch Poles with new Class 1, 55-ft Western Red Cedar Poles (Qty 7) 208, 646, 665, 671, 844, 856, 858.

1.6.10.2.7. Any existing pole-mounted transformers on Utility Poles identified for replacement shall be removed from the existing Pole and re-installed on the new Utility Pole.

1.6.10.2.8. All new Poles shall be aligned and plumbed to 0 degrees to ensure they are completely vertical.

1.6.10.2.9. Replace all hardware on Switch Poles. New Air Brake Switches shall be all steel. All existing Air Brake Switches shall be returned to the Government.

1.6.10.2.10. Install two 600-AMP Disconnects on Poles 643 and 653 (Qty 2).

1.6.10.2.11. Provide 10 additional poles (55’ Qty 2 and 45’ Qty 8), Cross arms, (Qty 30) 18 KV lightning arrestors to be replaced, as needed, based on field conditions found during construction. Price shall include demo of identified exiting poles and installation of new pole and associated components. Any additional poles and components that are not installed shall be provided to the Government at the completion of construction.

1.6.10.2.12. Replace all existing cross arms, side arms, insulators, support wires and line switches. Cross arms shall be Brooks or Pennington Penta treated.

1.6.10.2.13. Lines switches to be ground operated, gang operated switches rated for new 4/0 conductor current.

Other similar switches on the circuit are rated for 600A; any new switches should match existing.

1.6.10.2.14. Remove and replace riser conductors and install new conduit.

1.6.10.2.15. All installations require Government inspection prior to energizing.

1.6.10.2.16. All work shall be carefully coordinated with the Government Project Manager. Electrical shutdowns shall be kept to a minimum to ensure affected facilities return to operation with minimum impact. All power outages will be conducted per 01010 section 2.2 “Utility Outages, Road Closures, and Digging Permits”.

1.6.10.2.17. Contractor shall be responsible for supplying a full and complete report for all work completed as part of this SOW. Report shall include electrical narrative details and identify electrical components with detailed photographic log detailing before and after conditions.

1.6.10.2.18. Provide and install all new cable conduit as necessary from new switches to existing electrical distribution. Provide wiring, connection, and all accessories.

1.6.10.2.19. All new installed components shall comply with Davis-Monthan AFB Design Compatibility Guidelines, and all applicable DoD, Federal, State, and local codes and standards.

1.6.10.2.20. Contractor will provide submittal on all items (include all electrical design details) in this RFP for Government approval.

2. DESIGN SUBMITTAL REQUIREMENTS.

2.1. Standards, Documents, and Criteria. The design requirements within Section 01011 represent the minimum quality and quantity acceptable for the proposals and project submittals. The standards, documents, and criteria referenced within this RFP, although not all attached to or included in this RFP document shall be the most current version. Contractor shall be responsible for obtaining any documents not attached to or included in this RFP but referenced as criteria for the project. Requirements of this RFP may add to, delete, modify, revise, or substitute to the extent indicated for criteria contained in the referenced standards and documents; and this section shall be deemed the governing authority of any changes to the other-referenced standards, documents, and criteria.

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2.2. Design Standards. Equipment, hardware, and materials shall be standard manufactured items unless otherwise specified. Replacement parts shall be standard and readily available through commercial means.

Discontinued products will not be accepted unless approved by the Contracting Officer. The Davis-Monthan AFB Design Compatibility Guidelines, this RFP, base guide specifications (if available), and all applicable codes, laws, and guidance, whether included in this RFP or not, will govern all design and construction of this project and the Contractor shall include all code and base DCG requirements in his bid. The Contractor SHALL conform all design and construction work to the base DCG and shall assume that no waivers to the stipulations included therein shall be granted.

2.3. Design Units. This project shall be designed in English inch-pound (I-P) units.

2.4. Reference Drawings Disclaimer. Drawings which may be provided as a part of this RFP are provided for reference only and only provide information for the Contractor’s use and incorporation into the design. Any drawings so provided shall not be considered complete and approved concept plans for this project. These drawings may be provided to give information on the types of renovations that are required to be included in the design and construction for the project and shall be used in the design of the facility to the extent necessary to construct a complete and usable facility. These drawings may include, but are not limited to, information addressing renovation of interior spaces; installation of an exterior, split-face concrete masonry wainscot; replacement of exterior windows and doors;

installation of a standing-seam metal roof (including substructure required); replacement/installation of mechanical, plumbing and fire protection; and electrical (interior, distribution, exterior, communications, local area networks, fire detection, etc.) systems. It is the Contractor’s responsibility to ensure the finished construction meets all of the requirements of this RFP. Drawings which may be provided as a part of this RFP may be available in electronic file format (AutoCAD).

2.4.1. Design Examples, References, and Preliminary Design Drawings. Design drawings and examples provided by the Government are for reference only and shall not be considered completed and approved concept plans for this project. Additional coordination of the design, in conjunction with the specific inputs from the Customer and base personnel during the required Design Charette, will be required to develop the approved concept plan and design development through the creation of construction documents, and construction (reference Part 5, ARCHITECTURAL DESIGN of this RFP - Not used).

2.4.2. The contractor is responsible during the project verify the existing conditions at the site.

2.5. Investigation Report. The Contractor is responsible for the following as part of the project Investigation Report:

2.5.1. The following investigative services shall be included, if applicable to the project:

• Investigation services shall include a plan check by the Contractor’s consultants of existing “as-built” drawing files, as applicable. Copies of requested as-built drawings may be furnished by the Government; however, it is the responsibility of the Contractor’s consultants to search the drawing files for applicable drawings. The Government does not guarantee the accuracy or completeness of any as-builts.

• In addition, as may be required by this RFP, the Contractor’s consultants will meet with the affected base agencies to gather information pertinent to this project.

• Investigation services for projects that affect existing facilities shall also include at least one field trip by the…