FBNV240017 - All Specifications.pdf

SPECIFICATIONS

FOR

FBNV 240017

Upgrade PGS Fire Suppression

AT

DAVIS-MONTHAN AFB

ARIZONA

16 April 2024

FB

N

V

16 April 2024 Table of Contents-1 FBNV 240017

TECHNICAL PROVISIONS OF SPECIFICATIONS

Project No. FBNV 240017

Contractor to furnish all labor, equipment, appliance and materials and perform all operations in connection with project titled Upgrade PGS Fire Suppression at Davis- Monthan AFB, Arizona, in strict accordance with these specifications.

TABLE OF CONTENTS

SECTION AND TITLE

DIVISION 01 - GENERAL REQUIREMENTS

01010 Summary of Work

AF Form 66 – Schedule of Material Submittals 01011 Design Requirements

DIVISION 02 - EXISTING CONDITIONS

02 41 00 [DEMOLITION][ AND ][DECONSTRUCTION]

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS

MATERIALS

02 82 13.00 10 ASBESTOS ABATEMENT

02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING

MATERIALS

02 82 33.13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

02 83 13.00 20 LEAD IN CONSTRUCTION

02 83 19.13 10 LEAD-BASED PAINT ABATEMENT

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

16 April 2024 Table of Contents-2 FBNV 240017

DIVISION 21 - FIRE SUPPRESSION

21 12 00 STANDPIPE SYSTEMS

21 13 00.00 40 FIRE-SUPPRESSION SPRINKLER SYSTEMS

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 25 - INTEGRATED AUTOMATION

25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS)

FRONT END AND INTEGRATION

25 50 00.00 20 CYBERSECURITY OF FACILITY-RELATED CONTROL

SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

Davis-Monthan Air Force Base, Arizona 240017 Upgrade PGS Fire Suppression 16 April 2024/Rev1.0

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. This request for proposal (RFP) calls for the design, plans, specifications, and installation of a new Fire Suppression System in 610 CACS Power Generation Shelter and fire hazard elimination located in the AFSOUTH compound just south of Bldg. 74 to replace the current end of life fire suppression system in place. Maintaining of the existing control system and components is highly encourage and replacing of only necessary items to provide new clean agent (inert agent gas/liquid) capable of being easily recharged and/or replaced for the life of the system.

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.

d. This project is located in the Combined Air Operations Center (CAOC), a controlled area, and strict entry control is maintained. To gain access to the CAOC, all Contractor personnel must be listed on an entry authorization list (EAL); have proper identification; and be identified by authorized Air Force personnel. The EAL shall include the full name and social security number of the individual and the dates access will be required.

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.

http://jko.jten.mil/

01010-2

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

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

2.3 Submittal Procedures

a. SCHEDULE OF MATERIAL SUBMITTALS (AF FORM 66): An AF Form 66, listing the items of equipment and materials for which submittals are required by the 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

01010-3 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.

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.

O'LEARY, PATRICK J GS-12 USAF ACC 355 CES/CEOE

Should add a section similar to this.

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.

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.

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.

01010-9

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.

b. DD Form 1354 Equipment List

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

d. Waste manifest/ dump tickets

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

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

a. Reference information to be included, as applicable:

1. Table of contents.

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

• Architect/Engineer

• Contractor

• Subcontractors

• Suppliers

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

4. Significant design criteria as applicable.

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

6. Air and water balance reports.

7. Certificates.

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

1. List of equipment.

2. Parts list for each component.

3. Operating instructions.

4. Maintenance and troubleshooting instructions.

5. Repair and assembly/disassembly instructions.

6. Calibration requirements.

4.3 Training and Field Instructions: Prior to final inspection, provide competent instruction and training, using the manuals described above, to the Government in the operation and maintenance of the building systems and equipment, including but not limited to all mechanical and electrical systems and equipment. Training sessions with government personnel shall be recorded and provided to the Contracting Officer in .mp4 format with .H264 video coded.

End of Section 01010

16 April 2024/Rev 1.0

01011-1

SECTION 01011 - DESIGN REQUIREMENTS

1. PROJECT DESCRIPTION

1.1. General. This request for proposal (RFP) calls for the

design, plans, specifications, and construction to replace the existing argonite clean agent fire suppression media and tanks with a new clean agent Fire Suppression media and tanks in 610 CACS Power Generation Shelter. Retention of the existing control system and components is highly preferred with the replacement of only items required to support the new piping and clean agent media. The new clean agent media shall be capable of being easily recharged and/or replaced for the life of the system.

1.2. Location. The project site is located in the Combined

Air Operations Center (CAOC) Compound on the northwest corner of Arizola St and Sunglow Rd, Davis-Monthan Air Force Base (Tucson), Arizona. The base-approved Location and Site Plans may be made available to the Contractor upon request.

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. 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.

1.4.3. Brand Name References: The following is a list of highlighted brand name requirements from the base DCG.

This list should not be considered to be complete. All “Or Equal” material submittals shall be 100% compatible or they will be disapproved by the Government.

1.4.3.1. Existing Fire Detection/Prevention Panels – Monaco and Kidde Fenwall.

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 intent of all Davis-Monthan AFB Design-Build projects is to progress from Notice-To-Proceed (NTP) to construction completion and beneficial occupancy Not to Exceed 225 calendar days, including the 31 days allotted for the 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 95% design approval to begin mobilization, site work, and demolition concurrently with the completion of the remainder of the design package. 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.

01011-2

Notice to Proceed Design start

Kick-off Meeting Asbestos and Lead Paint Study

Dig Permit Investigation

Design Charrette Submittal Design Charrette Meeting

65% Design Submittal 65% Design Submittal / Government Review/Approval

65% Design Meeting/Submittal package Design / 65%

95% Design Submittal / Design Government Review/Approval

95% Design Government Review 95% Design Meeting

Final 100% Documents Submittal (As Built at project completion)

Final 100% Design Review/Approval

Updated construction schedule Construction starts

Major materials submittals / Consider in the design the time and send a letter specify the lead time of materials due to the issue of supply material.

Construction end

Close-out Contract completion

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 requirements and constructed in accordance and in compliance with commercial and industry standards.

1.6.1. General Requirements.

Power Generation Shelter (existing system description and project justification-summary):

The MES/Power Generation Shelter comprises of three rooms (200-202) that have a legacy clean agent fire suppression system capable of extinguishing fires from three large 800KW diesel generators, three 150-gallon day tanks, UPS, switching gear, transformers, power filters, two heat pumps, two CRACs and associated electrical equipment.

150-gallon diesel fuel tanks are co-located with each generator provided fuel from the 12K tank outside for each generator they are associated with. They are always full and provide fuel as the generators as it demands. The PGS currently utilizes two Kidde Fenwall 6000 FACP Fire Suppression System nodes supporting twenty-one (21) Argonite bottles for room 200, one (1) Novec 1230 for room 201, and one (1) Novec 1230 for room 202. The entire system protects the individual areas from a fire in the occurrence of an event while preventing extended down time. The current Argonite system in room 200 is the primary concern as those tanks are no longer supported. A new clean agent system capable of replacing the tanks in Room 200 while maintaining the minimum capacity and flow rate to extinguish a fire in that area is the primary concern. Utilizing any applicable existing wiring, components and piping is highly preferred. Novec 1230 systems in rooms 201 and 202 should be maintained while migrating them to a new FACP if necessary. All areas are protected through smoke detectors and heat wire in a cross-zone configuration that will stage the FACP into a first stage alarm and second stage alarm for discharge and notification if a fire occurs that shuts down HVAC, Generators, Day Tanks, and Fuel Flow before discharge. Existing FACP system configurations are highly encouraged to be maintained while following the NFPA and UL Guidance.

The PGS is divided into three (3) separate rooms.

• Room 200 has three (3) generators, three (3) diesel day tanks, electrical switching/management gear and small amounts of flammable material that is properly stored.

• Each room has unique design characteristics. The contractor is responsible to ensure design, installation, room modifications and controls are specific to Room 200's to that room’s characteristics while meeting UFC 3-600-01 requirements. Expected skills/trades may include but not limited to; fire system design and

01011-3 installation, Fire suppression equipment & controls, low voltage and fiber optic termination and test, electrician, sprinkler-pipe fitter, door re-work and possible welding.

1.6.1.1. All construction work shall be accomplished between the hours of 0700—1600, Monday through Friday, unless otherwise approved in writing by the Contracting Officer (CO).

1.6.1.2. This project must be designed and executed in accordance with all applicable United States Air Force and Arizona State laws and guidance.

1.6.1.3. The Contractor shall incorporate as part of their design the requirements of this Section and Section 01010 in accordance with all regulations, requirements, and standards. These requirements are the minimum requirements that ultimately satisfy the User’s needs and wants. The Contractor shall provide a complete and usable facility within the scope of the project based around the User’s needs and wants as specified herein and designed in accordance and in compliance with commercial and industry standards.

1.6.1.4. As-builts are available upon request. Auto-CAD as-builts not available. See Section 2.5.1.

1.6.1.5. For this project, a dumpster is not permitted in the area of the project site; but may be positioned in the restricted area south of the CAOC perimeter fence around building 74. The current trailer site is located in the parking lot south of the CAOC perimeter fence, the MES is NOT building 74. It is a separate piece of equipment south of Building 74) as approved by the Contracting Officer. The Contractor shall include 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.

1.6.1.6. For this project, separately identify categories of work, including but not limited to new construction, maintenance, 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.

1.6.1.7. PGS will remain in operation during construction. The Contractor shall be required to phase construction operations in this project to facilitate the ongoing operations and exercises. The contractor will be provided a blackout schedule for the site to plan accordingly. The contractor is not required to provide temporary services of sufficient capacity when normal services are unavailable. Furthermore, work shall be scheduled to minimize the need for the Government to supply Contractor escorts in the facility and CAOC compound.

Escorts will be provided on an as-available basis. The Contractor shall consider that all of this work shall be done at the same time in the proposal and shall incorporate the phasing into all contract documents.

However, portions of the MES/PGS, which are not included in this project, will remain occupied for the entire period of construction; so, the Contractor shall make every reasonable effort to limit and minimize the effects of all construction operations on the occupied areas. At no time may access to any portion of the occupied facility be prevented. With adequate advance notice, the User expects to be able to adjust their operations in order to allow the Contractor complete access to the entire project site.

1.6.1.8. The MES/PGS location (reminder, The MES/PGS structures are “equipment” and not part of a building or a building in whole) is a restricted area. Designs must meet the requirements of ICD 705. Designs shall not negatively impact the re-accreditation process. Comply with UFC 4-010-05 and all security requirements within the scope of this project.

1.6.1.9. PGS design dictates that any drilling, cutting, welding, grinding or otherwise modifying ‘any existing walls, floors, ceilings, and existing infrastructure will require Gov’t approval. The contractor will include all such requirements in the design drawings.

1.6.1.10. The Contractor shall provide design plans and specifications at the 65%, 95%, and 100% design milestone levels. The design shall be based on the information provided in the 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.

1.6.2. Demolition Requirements.

1.6.2.1 All existing argonite clean agent material and related tanks shall be removed from the PGS and replaced with a new clean agent and tank system that is contains no PFAS or HFCS, is environmentally friend (low or

01011-4 no global warming potential (GWP) and ozone depletion potential (ODP)) , and is compatible with the existing system alarms, controls, and control panel. If new clean agent piping is required per the determination made in the Investigative Report new work shall be designed per the Submittal Requirements section. The existing system will continue to report to the existing detection system in the adjoining facility.

1.6.2.2. Existing equipment, materials, and components scheduled to be removed shall be inspected and evaluated for recycling or reuse. Items determined suitable for recycling or reuse by the government shall be separated, set aside, and stored or delivered to a collection point for reuse, remanufacture, recycling, or another disposal. Equipment, materials, and components shall be designated for reuse on site whenever possible.

Government reserves the right to salvage material not being reused. Equipment, materials, and components not claimed by the Government shall be removed from DMAFB by the contractor per appropriate disposal requirements (EPA, Federal, State, and local regulations).

1.6.2.3. Where removals leave holes and damaged surfaces exposed in the finished work, patch and repair these holes and damaged surfaces to match adjacent finished surfaces include paint. Comply with UFC 4-010-05 for applicable surfaces. Where new work is to be applied to existing surfaces, perform removals and patching in a manner to produce surfaces suitable for receiving new work. Finished surfaces of patched area shall be flush with the adjacent existing surface and shall match the existing adjacent surface as closely as possible as to texture and finish.

1.6.2.4. Verify the presence or absence of asbestos-containing materials (ACM) and design for removal. Partial inspections have been conducted and found no ACM. The Facility Report is attached. Tests shall be project specific, i.e., shall be conducted on those areas which will be affected by the construction and shall be comprehensive. For example, particular care shall be exercised to test the composite of all existing construction materials, such as carpet/adhesive over one or more layers of resilient tile/adhesive, which may be found in the existing floor finishes. Include the resultant report and recommendations in the Investigation Report. Additionally, forward one copy of the completed report and recommendations to 355 CES/CEIE.

1.6.2.5. Verify the presence or absence of lead-based paint or other lead-containing coatings and design for removal.