Attachment 1 - Specifications (Aug 2020).pdf

Davis-Monthan Air Force Base, Arizona FBNV 190021, Repair Relamp Apron Lighting with LED 8 Aug 2020

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SECTION 01010 – SUMMARY OF WORK

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 construction costs.

1. 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. The project replaces two hundred fifty four (254) existing fixtures attached to thirty three (33) light poles located adjacent to the Aircraft Apron (Ramp), with the necessary amount LED lighting to meet the photometric requirement. (see Attachment 2 & 4)

b. The purpose of this project is to design, construct, and install (design/build) alterations to the DMAFB aircraft apron lighting, replacing the existing High Intensity Discharge (HID) lighting with high efficiency Light Emitting Diode (LED) lighting also replacement of nine (9) poles and controls. Only poles in grouping 3 (3-1, 3-2, 3-3, 3-4, 3-5, 3-6, 3-7, 3-8, 3-9) are to be replaced. The Government requires a solution that is high efficient, reliable, and economical that meets all requirements of the Unified Facilities Criteria (UFC), the Air Force (AF), and the Base Design Guidelines.

c. The work specified consists of furnishing all labor, equipment, tools, materials, travel, licenses, and permits required to deliver a complete and usable Airfield Lighting System with Controls.

Contractor shall design, supply, install, commission, test and verify necessary modifications to the apron lighting systems in accordance with AFI31-101, Sect. 6.5.8.2 – 6.5.8.4.6, UFC3- 530-01 March 2018, Federal and State Electrical Codes, industry standards, and any additional requirements noted within the SOW.

d. The work includes a structural inspection of all apron lighting poles and completion of High Mast Lighting Pole Structural and Resonance Engineering Analysis on the thirty three (33) high mast light poles. The Contractor shall perform an analysis on the 33 high mast light poles in accordance with UFC3-530-01 Interior and Exterior Lighting Systems and Controls, dated 01 April 2015, paragraph 4-7.1, and The American Association of State Highway and Transportation Officials (AASHTO) publication: LRFD Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals, First Edition, 2015 (LRFDLTS-1) to determine the acceptable “Effective Projected Area” (EPA) to ensure the fixture(s) specified in the redesign are in compliance with the supporting structure. The designer must evaluate the proposed fixtures to account for possible resonance issues due to wind loading when reducing the weight and EPA of the luminaire replacement. See Attachments 2, 3 & 4. Sample analysis is available.

e. The deliverable includes an assessment of each lighting pole, excluding poles 5-1 to 5-4 based on existing corrosion, degradation and end of life analysis. Each existing pole grouping, excluding poles 5-1 to 5-4, is to be evaluated, See Attachment 4: Airfield Lighting Map

f. The deliverable includes a comprehensive photometric redesign including all poles, whether retained or replaced, and new fixtures required as specified in UFC 3-530-01, paragraph 4-7 and AFI31-101, Sect. 6.5.8.2 – 6.5.8.4.6. Only poles in grouping 3 (3-1, 3-2, 3-3, 3-4, 3-5, 3-6, 3-7, 3-8, 3-9) are to be replaced. All others to be repaired based on corrosion level. New fixtures with proposed poles must meet the photometric requirement. The site inspections and project specific design must be prepared by a registered Professional Structural Engineer. The structural engineer shall document prior lighting fixture, pole analysis and design experience having successfully completed four similar lighting projects within the past three years.

See Attachment 4: Airfield Lighting Map

g. Cross arm and mast arms structures are to be reused where possible.

h. All wiring within each pole is to be replaced and 277 volts shall be uniform to all fixtures.

Wiring will be #10 AWG stranded cable with 4 fixtures per circuit for a maximum 80% of wire rated capacity.

i. The contractor shall perform a “Photometric” Analysis in accordance with direction found in AFI31-101, Sect. 6.5.8.2 – 6.5.8.4.6 and UFC3-530-01 Chapter 5 to identify the necessary number and type of LEDs necessary to provide an minimum of 1.0 footcandle on designated areas indicated on attached map and 0.2 footcandle on other specified

01010-2 areas. Reference AFI31-101, Sect. 6.5.8.2 – 6.5.8.4.6 and UFC3-535-01 Visual Air Navigation Facilities, dated March 2018, and paragraph 10-4 Flood, Security, or Auxiliary Lighting. Final design acceptance shall be the responsibility of the COR and Project Manager. See Attachment 2: Layouts

j. Additional criteria that shall be emphasized in this design:

k. The Contractor shall provide fixtures that meet the Buy American Act.

l. Correlated Color Temperature (CCT) shall be in accordance with NEMA ANSLG C78.377:

Nominal CCT: 4000 degrees K: 3985 plus or minus 275 degrees K.

m. Color Rendering Index (CRI) shall be: Greater than or equal to 70 for 4000 degrees K light sources.

n. Fixtures shall be provided with a ten (10) year warranty in accordance with UFC3-530-01 paragraph 4-4.2.1. Request optional pricing for extended warranty.

o. Provide necessary brackets and supports required to meet ANSI136.X requirements. All brackets and supports shall be designed to be corrosive resistant to be compatible with a desert environment.

p. Fixtures and poles eliminated shall be removed.

q. Aiming and adjusting new fixtures: The Contractor shall use the photometrics to aim and adjust the lighting. The Contractor shall coordinate with base airfield safety personnel and the airport operators to verify that the new fixtures are acceptable as aimed or if additional adjustments are necessary to minimize glare. Adjustments shall be made at night if necessary at no additional cost to the contract.

r. The Contractor shall evaluate and incorporate any additional lighting controls to eliminate the lights being on during daylight hours. The design and products specified shall integrate with existing master photocell controls.

s. Verification: The Contractor shall perform the following measurement and verification: Upon completion of the work on the apron lighting the contractor shall conduct a lighting survey of the light levels within the aircraft parking apron with all of the lighting on. The survey shall be accomplished using certified scotopic light meters in which readings will be taken every 500 feet in both directions within perimeter of the apron. The purpose is to ensure the new lighting is distributed properly and a record of the light levels is recorded. Adjustments to the apron flood lights shall be made if lighting levels are determined not to meet the stated requirements.

1.2 Salvage and Disposal: 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.

a. 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 Contracting Officer.

b. Salvageable material shall remain the property of the Government only when specifically called out in the Contract Documents.

c. 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.

d. 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 and disposition receipts supplied.

1.3 Base Outages and Digging Permits (AF Form 103, BCE Work Clearance Request):

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

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c. The Contractor is responsible for and shall process all digging permits and bluestake requirements through the 355 CES Customer Service Desk (Bldg 5315). 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 and independently marking and potholing for security camera conduit/wiring around the base; and vacuum and oxygen medical lines around the 355 Medical Group. Although the 355 CES Drawing Vault has drawings for security camera conduit/wiring and medical lines, it is not responsible for the bluestaking or actual location of these utilities. The Contractor must mark all areas that he wishes to have the Government bluestake with white paint PRIOR to the submission of the AF Form 103; and shall include a site drawing of the area to be bluestaked with the submission. Upon submission, the Contractor shall provide the Contracting Officer the tracking number in order 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.

1.4 Submittal Procedures:

a. AF Form 66, Schedule of Material Submittals: An AF Form 66, listing the items of equipment and materials for which submittals are required by the specifications, is provided for the Contractor’s use. 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 Contracting Officer 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 Contracting Officer.

b. AF Form 3000, Material Approval Submittal:

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 Contracting Officer shall furnish these forms to the Contractor. This form shall be properly completed by filling out the heading blanks and identifying each item submitted. Special 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 Contracting Officer 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).

c. Submit to the Contracting Officer 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 Contracting Officer, at his sole discretion and option, may reject the installed equipment and material. If rejected, the Contracting Officer may then pursue, again in his 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.

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e. Adequate time (a minimum of 14 calendar days) shall be allowed and shown on the register for distribution, review and approval by both or either the Project Inspector and Contracting Officer.

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.

1.5 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 Contracting Officer, on a biweekly schedule, the construction progress using the AF Form 3065, Progress Report.

1.6 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 Contracting Officer within 48 hours of discovery of the condition(s); and request clarification from the Contracting Officer 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 Contracting Officer within 48 hours of discovery of the condition(s); and request clarification from the Contracting Officer 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 Contracting Officer or the Contracting Officer’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 Contracting Officer may direct the Contractor to identify and explain the condition(s) or defect(s) in writing to the Contracting Officer 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 Contracting Officer 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 Contracting Officer.

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 Contracting Officer within 48 hours of discovery of the conflict; and request clarification from the Contracting Officer 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.

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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 Contracting Officer. The record drawings shall be marked up on a daily basis to show actual “as-built” construction and conditions.

2. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

2.1 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 directed by the Contracting Officer. 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 maintain access to the base work site at all times. The Contractor is to perform his work with a minimum of interference to the flow of traffic.

2.2 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.

2.3 Blasting: No blasting will be permitted.

2.4 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.

2.5 Environmental Control:

a. The Contractor shall be required to meet or exceed the requirements and compliances of the most current 355 CES/CEIE, Davis-Monthan Contractor Environmental Guide in effect at the time of project award.

b. Additionally, 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) and/or regulated wastes may be encountered during construction -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

01010-6 submit a HAZMAT worksheet (Attachment A-1), including the appropriate SDS and an estimated quantity to be used, to the gov’ts contract representative prior to construction. The Contracting Officer Representative 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 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 Contracting Officer 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. 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. For projects involving asbestos abatement, complete the standard "Notification of Demolition or Renovation" forms and submit to PDEQ and other required agencies. These forms as well as an abatement plan shall be included as a submittal on the AF Form 66, Schedule of Material Submittals.

Submit copies of the forms and plans to the Contracting Officer prior to beginning construction or demolition activities. The Contracting Officer Representative will forward the plans and forms to Environmental for review.

f. 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.

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

h. 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, or other rulings having the effect of law, including but not limited to the items listed below. In addition, the Contractor shall obtain proper disposal manifests for both hazardous and regulated materials, and for non-hazardous or non-regulated materials, and submit these manifests to the Contracting Officer. These manifests shall be included as a submittal on the AF Form 66, Schedule of Material Submittals. The Contracting Officer Representative will forward all manifests to Environmental for review. Submit original manifest—with original signature of the Contractor’s superintendent or authorized representative in block 14 attesting to the validity of the manifest—to the Contracting Officer within 3 calendar days of disposal.

For wastes regulated as PCBs or RCRA, the contractor must use DM’s EPA ID number in the Uniform Hazardous Waste Manifest (EPA Form 8700-22) and the manifest must be coordinated with and signed in block 15 by a designee in DM’s Environmental Management Office at the time of shipment. 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 Contracting Officer to the Installation Management Flight at 228-4840.

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)

6. Hazard Communication (OSHA Std 29 CFR 1910.1200)

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i. 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 Contracting Officer 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.

j. 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 Contracting Officer to 355 CES/CEO for proper disposal.

k. 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].

2.6 Security:

a. For entry to the base, submit an entry authorization request letter 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 Contracting Officer 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 Contracting Officer upon termination of the employee or completion of the project, whichever is sooner.

2.7 Project Identification Sign: Not used.

a. The Contractor may install, at his discretion, a project identification sign adjacent to the main entrance to the site, within 10 calendar days after the Notice to Proceed or upon erection of the construction screen fencing.

b. Sign shall measure 4' high by 8' wide, and be securely erected/attached with the bottom edge 6' above the ground.

c. Content:

1. Project title

2. "General Contractor: [ Name ]"

3. "Architect/Engineer: [ Name ]"

4. "Construction Managed by 355 CES"

d. Color and style: Paint all surfaces and supporting structures brown, matching Federal Standard 595a color #20100. Use white, helvetica medium lettering, 3" high for the project title, 2" high elsewhere.

2.8. Project Progress Photographs: Submit to the Contracting Officer construction project progress digital photographs taken on or about the first of every month, 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 Project Inspector/Engineer is unable to view the site prior to that work being completed.

Photographs (minimum of twenty images files in JPG format, 450 -1000 KB, on Windows readable CD) shall accompany each application for payment. 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: Project Number - Project Title - Date - Project Item. This requirement shall be included as a submittal on the AF Form 66, Schedule of Material Submittals.

2.9. Fenced Contractor’s and Storage Yards: 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 Contracting Officer. 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 Contracting Officer. The temporary fencing and screening shall remain in place and be maintained for the life of this contract.

FBNV 190021, Repair Relamp Apron Lighting with LED 9 Jul 2020

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2.10. 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 Contracting Officer.

3. PROJECT CLOSE-OUT

3.1 Pre-Inspection Final Cleaning:

a. Clean all surfaces exposed to view.

b. Polish transparent and glossy surfaces.

c. Clean equipment and fixtures.

d. Clean debris from roofs, gutters, drainage systems, and 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.

3.2 Record Disks, Documents, and Disks:

3.2.1. Provide construction deliverables as defined in the following paragraphs.

3.2.2. Prior to the Contracting Officer's final acceptance of and final payment for the completed project, submit for approval the record as-built drawings, disks, documents, 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.

a. 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 Contracting Officer one full-size and one half-size sets of high-quality bond drawings, clearly and legibly marked “AS-BUILT DRAWINGS” in large print at the bottom right corner of each drawing sheet above the title block.

b. Record Disks. The Contractor shall submit two disks containing the following:

1. AutoCAD (dwg's) and Adobe Acrobat (pdf's) of the as-built drawings.

2. Scanned pdf's of the Operation and Maintenance (O&M) Manuals. (See also subparagraph 3.2.2.d below.)

3. Warranties and/or Guarantee Items in both Microsoft Word and pdf formats. (See also subparagraph 3.2.2.c.3 below.)

4. Scanned pdf's of the Government-approved, final version of the completed project AF Form 66, Schedule of Material Submittals, and all associated project submittals, including but not limited to, the AF Form 3000, Material Approval Submittal and the associated submittal(s) and resubmittal(s) and review(s) by the Government.

5. Scanned pdf's of the Government-reviewed and Contracting Officer-signed AF Form 3064, Contract Progress Schedule, and AF Forms 3065, Contract Progress Report.

c. Record Documents. Fourteen calendar days prior to the final inspection, complete the following record documents and submit to the Contracting Officer.

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

2. Contract/Roof Warranty and/or Guarantee Items.

3. DD Form 250, Material Inspection and Receiving Report

FBNV 190021, Repair Relamp Apron Lighting with LED 12 Aug 2020

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d. Operation and Maintenance Manuals. Submit operation and maintenance manuals for each major building system or item of equipment as per the contract specifications, including but not limited to all mechanical and electrical systems and equipment:

1. Reference information to be included, as applicable:

a. Table of contents.

b. Directory listing names, addresses, and telephone numbers of the architect/engineer, Contractor, subcontractors, and suppliers.

c. Significant design criteria.

d. Shop drawings and product data.

e. Air and water balance reports.

f. Certificates.

g. Copies of warranties.

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

a. List of equipment.

b. Parts list for each component.

c. Operating instructions.

d. Maintenance and troubleshooting instructions.

e. Repair and assembly/disassembly instructions.

f. Calibration requirements.

3.3 Field Instructions: Prior to final inspection, provide competent instruction, 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.

End of Section 01010

SECTION 01011 - DESIGN REQUIREMENTS

1. PROJECT DESCRIPTION.

1.1. General. The purpose of this project is to design, construct, and install (design/build) alterations to the DMAFB aircraft apron lighting, replacing the existing two hundred fifty four (254) High Intensity Discharge (HID) lighting with high efficiency Light Emitting Diode (LED) lighting and upgrades for select poles and controls as needed. The Government requires a solution that is high efficient, reliable, and economical that meets all requirements of the Unified Facilities Criteria (UFC), the Air Force (AF), and the Base Design Guidelines.

1.2. Location. The project site is located on airfield apron

at Davis-Monthan Air Force Base (Tucson), Arizona. See attached for the base-approved location and site plans. The deliverable includes a comprehensive redesign including all 33 poles, whether retained or replaced, and new fixtures.

Only poles in grouping 3 (3-1, 3-2, 3-3, 3-4, 3-5, 3-6, 3-7, 3-

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8, 3-9) are required to be replaced. All others to be repaired or replaced based on corrosion level and cost efficiency.

See Attachment 4: Airfield Lighting Map & Attachment 2: Airfield Lighting Layouts & Attachment 3: Lamps & Poles Pictures

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.

1.4. Codes, Standards, and References.

1.4.1. The Davis-Monthan Air Force Base Design Compatibility Guidelines (base 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.

1.4.2 The Government requires a solution that is high efficient, reliable, and economical that meets all requirements of the Unified Facilities Criteria (UFC), the Air Force (AF), and the Base Design Guidelines. The work specified consists of furnishing all labor, equipment, tools, materials, travel, licenses, and permits required to deliver a complete and usable Airfield Lighting System with Controls. Contractor shall design, supply, install, commission, test and verify necessary modifications to the apron lighting systems in accordance with AFI31-101, Sect. 6.5.8.2 – 6.5.8.4.6, UFC3- 530-01 March 2018, Federal and State Electrical Codes, industry standards, and any additional requirements noted in the project description.

1.4.3 Poles shall be in accordance with the requirements of the "Standard Specification For Structural Supports For Highway Signs; Luminaires, And Traffic Signals", 1994 edition (published by American Assoc. Of State Highway And Transportation Officials) as applicable. Specific requirements are as follows:

a. Pole design requirements. The installation shall be designed in accordance with AASHTO LTS-3 for 80 mph wind velocities. The designer and contractor must calculate and use the Effective Projected Area (E.P.A.) and weights of the actual fixtures to be installed in their calculations.

b. Shafts. Shaft sections shall be slip jointed, and joint length shall be a minimum of 1-1/2 times the inside diameter at the bottom of the female section. Shaft sections shall form a tight fit at joined sections. The shaft cross section may be round or multi-sided tapered steel tubes (8 sides minimum).

c. Welding. All welding shall be performed by welders certified in accordance with the requirements of

AWS D1.1-96.

d. Finish requirements. Finish shall be galvanizing. Galvanizing shall conform ASTM A 123.

e. Bases. Each base shall be made of the steel specified for the shaft and shall be designed to withstand the full bending moment and shear of the shaft. Supplementary reinforcing shall be provided around the handhold area.

1.4.4. Equipment, materials, assemblies, spare parts, meters, monitors, controls, and any other articles of construction that are required to communicate with, connect to, operate with, or supplement existing base systems shall be 100% compatible in installation, configuration (including software), maintenance, repair, and operation or the item will not be considered equal and will be disapproved by the Government.

1.4.5. Brand Name References: All “Or Equal” material submittals shall be 100% compatible or they will be disapproved by the Government.

1.5. Design and Construction Schedule. The deliverable includes a comprehensive redesign including all poles, whether retained or replaced, and new fixtures required as specified in UFC 3-530-01, paragraph 4-7 and AFI31-101, Sect. 6.5.8.2 – 6.5.8.4.6. Only poles in grouping 3 (3-1, 3-2, 3-3, 3-4, 3-5, 3-6, 3-7, 3-8, 3-9) are required to be replaced. All others to be repaired or replaced based on corrosion level and cost efficiency. New fixtures with proposed poles must meet the photometric requirement. See Attachment 4: Airfield Lighting Map

The Contractor shall provide as part of their proposal a preliminary design and construction completion schedule for the Government’s review and approval. As a minimum, the proposed schedule shall incorporate the required

01011-3 milestone events as shown in the Required Milestones/Submittals table on the following page. 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. However, the intent of all Davis-Monthan AFB Design-Build projects is to progress from Notice-To-Proceed (NTP) to construction completion and beneficial occupancy in 380 calendar days, excluding the 31 days shown for project closeout and completion. All days listed below are calendar days and include all Contractor actions such as design, construction, travel, mobilization, drawing and construction material submittal periods, etc. Contractor shall submit an AF Form 66, Schedule of Material Submittals; and prepare material submittals and cutsheets to be submitted with the 65% design submittal in order to allow the Government to review/approve major construction materials and, with the Government’s approval, order construction material after being given the construction NTP. Contractor shall be given the construction NTP, at the Contracting Officer’s discretion, at the time of the 65% design approval to begin mobilization, site work, and demolition concurrently with the completion of the remainder of the design package.

01011-4

01010-10

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. Comply with the base DCG and the current version(s) of the UFC.

The Government will provide as-builts as part of this RFP. See Section 2.5.1.

Conduct of this project may require weekend work and phasing of work. The project will need coordination with Base Operations and users of individual facilities.

Construction work should be accomplished between the hours of 0630 to 1700 ,Monday through Friday if possible, unless otherwise approved in writing by the CO.

The construction site is in a restricted area (flight line) 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 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.

This project will require fenced screening around the construction site. A temporary fence shall be provided by the Contractor in accordance with paragraph 2.9. Fenced Storage Yard of Section 01010, Summary of Work. The project site must be kept clean on a daily basis in order to prevent the possibility of foreign object damage (FOD) to the airfield operations and aircraft.

For this project, a dumpster is not permitted in the area of the project site; but may be positioned outside the flight line fence as approved by the Contracting Officer.

The Contractor shall consider in the contract documents (e.g., the construction cost estimate) the reasonable costs and effects of short delays in accessing the project site to pick up or deliver a dumpster, as required by the restrictive access requirements or by local alert conditions.

The contractor shall be solely responsible for verification and validation of existing conditions, coordination of existing conditions in parallel with proposed requirements, and above and below grade condition assessment. Use of existing condition data provided by the Government does not relieve the Contractor of liability associated with performance of work as Engineer of Record.

This project will require fenced screening. The project site must be kept clean on a daily basis A temporary fence shall be provided by the Contractor in accordance with paragraph 2.9. Fenced Storage Yard of Section 01010, Summary of Work.

For this project, separately identify categories of work, including but not limited to demolition, new construction, replacement, and repair. The designer / Contractor shall prepare the project documents, including but not limited to the contract drawings, the contract specifications, and construction cost estimates, to enable each category of work to be bid separately.

For this project, the designer / Contractor shall document the submittal of construction project progress photographs by the construction Contractor in specification Section 01010, Summary of Work; and in the AF Form 66, Schedule of Material Submittals. The costs of these photographs shall be included in the AF Form 3052, Construction Cost Estimate.

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

Several factors should be taken into account when designing a high mast lighting system, such as:

a. Soil analysis type and bearing capacity, for specifying the pole foundation.

b. Effective Projected Area (EPA) of fixtures, accounted for in the specification of fixtures, mounting and poles. EPA is a coefficient used by the lighting industry to determine how much force a luminaire will apply to the mounting brackets or pole at a given wind velocity.

c. Required illumination levels at grade.

d. A lowering mounting ring to allow for lowering of the fixtures for maintenance is

NOT in this design or requirement.

1.6.2. Demolition Requirements.

Remove existing lights and components on the poles. The light components shall be removed and properly disposed of off-base, any existing electrical cabling shall be removed and properly disposed of off-base, and conduit removed as necessary to permit removal of the lighting component. The ends of all conduits remaining shall be grouted closed to prevent access by animals and infiltration of soils and water. All conduit and cables that are left in ground shall be noted on redline drawings for inclusion on the project as-built drawings.

If any paint debris is generated during the demolition process such as flakes and chips - they will need to be contained, properly characterized as potential hazardous waste. All logistical arrangements and disposal costs shall be managed and paid by the contractor.

Upon completion of the demolition process, there shall be no visible evidence of paint chips at the demolition site.

1.6.3. Civil Requirements.

The work includes a structural inspection of all apron lighting poles and completion of High Mast Lighting Pole Structural and Resonance Engineering Analysis on the thirty three (33) high mast light poles. The Contractor shall perform an analysis on the 33 high mast light poles in accordance with UFC3-530-01 Interior and Exterior Lighting Systems and Controls, dated 01 April 2015, paragraph 4-7.1, to determine the acceptable “Effective Projected Area” (EPA) to ensure the fixture(s) specified in the redesign are in compliance with the supporting structure. The designer must evaluate the proposed fixtures to account for possible resonance issues due to wind loading when reducing the weight and EPA of the luminaire replacement. See Attachments 2, 3 & 4. Sample analysis is available.

The deliverable includes an assessment of each lighting pole, excluding poles 5-1 to 5-4 for replacement based on existing corrosion, degradation and end of life analysis. Each existing pole grouping, excluding poles 5-1 to 5-4, is to be evaluated for replacement with shorter poles less than 60 ft. See Attachment 4: Airfield Lighting Map 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 designer / Contractor is solely responsible for field verifying all information given. The designer / 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 designer / Contractor and shall be tied into the base surveying datum.

For this project, the designer / 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 both the investigation and design services of this project.

For this project, the designer / Contractor shall perform the site survey of the site and any affected areas for the purposes of determining information applicable to, necessary for and pertinent to both the investigation and design services of this project. See Section 3.1.

For this…