02. FBNV230009_Specifications.pdf

SPECIFICATIONS

FOR

FBNV 23009

REPAIR COMMAND POST, BLDG 2300

AT

DAVIS-MONTHAN AFB

ARIZONA

23 May 2024

F B

N V

Davis-Monthan Air Force Base, Arizona FBNV230009 Repair Command Post, Bldg 2300 23 May 2024

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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 repair/construction of FBNV 230009 Repair Command Post, Bldg 2300 will will renovate the Command Post on the northeast corner of the first floor of Building 2300. Project will consist of selective demolition of the Command Post in Bldg 2300 to increase functionality, performance, and quality of life for Command Post staff. A new layout will be provided including all new LED lighting, with new electrical distribution, new HVAC layout and controls to accommodate new floor plan, new comm layout, new finishes including new interior doors and frames, flooring, ceiling and walls.

2.0 WORK REQUIREMENTS

2.1 Security

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

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

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

2.2 Utility Outages, Road Closures, and Digging Permits

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

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

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

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

The Contractor shall allow for approximately 21 calendar days for the construction areas to be properly marked. The Contractor is also responsible for contacting Arizona Blue Stake (811) and independently marking and potholing for security camera conduit/wiring around the base; and vacuum and oxygen medical lines around the 355 Medical Group. The Contractor must mark all areas that he wishes to have the Government clear for work with white paint PRIOR to the 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

01010-2 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. 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 CO no later than the required submission date specified on the AF Form 66 or 10 calendar days from the Notice to Proceed, whichever is later.

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

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

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

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

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

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.

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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.

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

01010-4 damaged by construction work or the Contractor’s operations, shall be replaced with materials consistent in quality and workmanship to match existing.

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

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

2.6 Project Progress Photographs

a. Where project photographs are allowed all project photographs shall comply with the DMAFB security policy such that all photographs taken shall be approved. Photographs in secure areas, or of 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.

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.

http://www.deq.pima.gov/air/pdf/AQAPapplication.pdf

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

Should add a section similar to this.

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e. The Contractor shall also submit a Construction and Demolition (C&D) Plan (Attch B-1, Contractor Environmental Guide) 3 weeks prior to starting construction. The contactor will submit monthly dump tickets with cost to the CO/R and/or project manager as required (Attch B-2, Contactor Environmental Guide). This information is used to calculate waste diversion metrics that are reported to Congress annually. If the C&D Plan indicates potential regulated wastes or hazardous wastes, the contractor shall coordinate any disposal requirements through the contractor’s representative prior to disposal or manifesting – see Appendix C of the Contractor Environmental Guide. f. For projects involving asbestos abatement, complete the standard "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)

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].

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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.

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.

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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.

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

01010-8 any material or equipment stored in this area. Utilities will not be provided to this area by the Government.

3.9 Emergency Repairs: If during course of construction, D-M Base Utilities or Infrastructure is damaged and the Contractor requires D-M Base (355 CESO or other) support and materials to complete repairs, The Contractor will be required to provide replacement materials and reimburse any required overtime work hours within 30 Calendar Days of repair.

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.

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.

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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

R

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ERED ARCHITECT

A

R I Z O N A , U . S

A

D a te S ig n ed . . .

CE

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IFICATE NO.23533

ROBIN A.

SHAMBACH

EXPIRES 06/30/2025

CONSULTANTS

BWS Project Number:

261 North Court Avenue

Tucson, Arizona 85701

520.795.2705 www.bwsarchitects.com bws ARCHITECTS

CONSTRUCTION DOCUMENTS

2/14/2024

2137.300

Davis-Monthan AFB

REPAIR COMMAND POST, BLDG

Building 2300

STRUCTURAL

Turner Structural

2806 N. Alvernon Way, #400

Tucson, AZ 85712

Phone: 520.323.3422

M, P & E

ZONA Technical Engineers

6422 E. Speedway Blvd.

#130

Tucson, AZ 85710

Phone: 520.200.2612

FBNV23-0009

2/14/24

Davis-Monthan AFB FBNV 230009 Repair Command Post 2300 BWS 2137.300

CONSTRUCTION DOCUMENTS

CONSTRUCTION DOCUMENTS - CONTENTS PG. 1

PROJECT MANUAL

Davis-Monthan Air Force Base Renovation of Command Post 2300

CONSTRUCTION DOCUMENTS

February 14, 2024

TECHNICAL SPECIFICATIONS

Division 1 – General Requirements 011100 Summary 012300 Alternates – BID ALTERNATE #1 013100 Project Meetings 013300 Submittals 014000 Quality Requirements 015000 Temporary Facilities 016000 Product Requirements 017300 Execution Requirements 017400 Warranties 017700 Project Closeout 017823 Operation and Maintenance Data 017839 Project Record Documents

Division 2 – Existing Conditions 024113 Selective Demolition

Division 3 - Concrete 033010 Cast-In-Place Concrete

Division 4 - Masonry 042000 Unit Masonry

Division 5 - Metals 051200 Structural Steel 053100 Steel Deck 054000 Cold-Formed Metal Framing 055000 Metal Fabrications

Division 6 – Wood, Plastics, and Composites 061000 Rough Carpentry 064023 Interior Architectural Woodwork 066400 Fiberglass Reinforced Plastic Panels (FRP)

CONSTRUCTION DOCUMENTS - CONTENTS PG. 2

Division 7 - Thermal and Moisture Protection 071900 Masonry Cleaning and Sealer Application 072100 Insulation 072700 Air Barriers 074113 Preformed Metal Roofing 074213 Interlocking Metal Wall Panel 076200 Sheet Metal Flashing and Trim 078400 Firestopping 079200 Joint Sealers

Division 8 - Doors and Windows 081113 Steel (Hollow Metal) Doors and Frames 081416 Flush Wood Doors 083113 Access Doors and Frames 083950 Bullet Resistant Steel Doors 084110 Aluminum Window Wall - UFC 4-010-01 Section 3-11-1 Compliant 084413 Aluminum Storefront Framing 085810 Secure Service Window 087100 Finish (Door) Hardware and Hardware Schedule 088000 Glazing

Division 9 – Finishes 092900 Gypsum Drywall Systems 093000 Tile 095133 Acoustical Panel Ceilings 096500 Luxury Vinyl Tile and Resilient Accessories 096510 Resilient Monolithic Vinyl Tile 096813 Modular Carpet 099000 Painting

Division 10 – Specialties 101423 Room Signage 102600 Corner Guards 102800 Toilet Accessories 104413 Fire Extinguishers, Cabinets and Accessories 105114 Metal Lockers

Division 11 – Equipment 114010 Residential Appliances

Division 12 – Furnishings 122113 Horizontal Louver Blinds 122413 Manual Rolling Window Shades 122414 Motorized Rolling Window Shades

Division 13 - Special Construction – Not Used

CONSTRUCTION DOCUMENTS - CONTENTS PG. 3

Division 14 – Conveyances – Not Used.

Division 21- Fire Protection 211100 Fire Protection

Division 22 – Plumbing 220500 Basic Plumbing Materials and Methods 224000 Plumbing

Division 23 – HVAC 230500 Basic Mechanical Materials and Methods 230593 Testing, Adjusting, and Balancing (TAB) 230700 Mechanical Insulation 230900 Energy Monitoring Control System (EMCS) 232000 Building Services Piping 233000 Air Distribution

237000 HVAC

Division 26 – Electrical 260500 Common Work Results for Electrical 260519 Low-Voltage Electrical Power Conductors and Cables 260526 Grounding and Bonding for Electrical Systems 260529 Hangers and Supports for Electrical Systems 260533 Raceways and Boxes for Electrical Systems 260543 Underground Ducts and Raceway for Electrical Systems 260553 Identification for Electrical Systems 260573 Overcurrent Protective Device Coordination Study 262416 Panelboards 262726 Wiring Devices 265119 LED Interior Lighting

Division 27 – Communications 270526 Grounding and Bonding for Communications Systems 270528 Pathways for Communications Systems 270529 Hangers and Supports for Communications Systems 270536 Cable Trays for Communications Systems 270553 Identification for Communications Systems 271513 Communications Copper Horizontal Cabling

Division 31 – Earthwork 312000 Earthwork

Division 32 – Exterior Improvements 321313 Portland Cement Concrete Paving

END OF CONTENTS

SUMMARY 011100 - 1

SECTION 011100 - SUMMARY

PART 1 – GENERAL

1.1 SUMMARY

A. A summary of the specifications as part of the Contract Documents

1.2 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: The project consists of the renovation of building Command Post 2300; a new west entrance and shade canopy, additional restroom, showers, wellness room, lounge, gym, and training space. Spaces such as the console, Crisis Action Team (CAT), kitchenette, offices, secure vestibule and utility spaces will be updated and reconfigured.

1. Project Location: Davis-Monthan Air Force Base, Arizona.

2. Owner: United States Air Force.

B. Architect Identification: The Contract Documents, dated 02/14/2024, were prepared for the Project by Burns Wald-Hopkins Shambach Architects (BWS) and their consultants.

1.4 USE OF PREMISES

A. Contactor shall have use of entire renovated space, but the remainder of the facility is to remain open with all life safety systems active.

1.5 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format:

1. The Specifications are organized into Divisions and Sections using the 49-division format and CSI/CSC's "MasterFormat" numbering system.

a. Section Identification: The Specifications use section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of sections in the Contract Documents.

SUMMARY 011100 - 2

B. Specification Content:

1. The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

a. Abbreviated Language: Language used in the Specifications and other

Contract Documents may be abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

b. Imperative mood and streamlined language are generally used in the

Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

i. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

1.5 DOCUMENT MANAGEMENT

A. Section 013300 – Submittals: The Contractor shall provide and utilize a construction management software product designed specifically for transmitting information between construction project team members and overall management of documentation during the construction process (e.g., submittals, requests for information (RFIs), daily reports, progress photos, meeting minutes, etc.). The software shall use a cloud storage infrastructure that is Federal Risk and Authorization Management Program (FedRAMP) authorized, such as Amazon Web Service or Google Cloud. Examples of construction management software that use FedRAMP authorized cloud services include ProCore and Submittal Exchange. See Solicitation H Clause for further details.

1.6 LAYING OUT OF THE WORK

A. Prior to commencing work, the Contractor shall carefully compare and check all drawings, each with the other, that in any way affect the locations or elevation of the work to be executed by him, and should any discrepancy be found, he shall immediately report the same to the Contracting Officer for verifications and adjustments. Any duplication of work made necessary by failure or neglect on the Contractor's part to comply with this provision shall be done at his sole expense.

B. The drawings accompanying these specifications indicate generally the design and arrangement of all apparatus, fixtures, accessories, etc., necessary to complete the work required. The exact location or arrangement of equipment is subject to minor changes necessitated by field conditions and shall be made as required without additional cost to the Owner.

C. If there is a discrepancy between documents, the most stringent requirements shall be assumed to apply to the work. Contractor shall not scale drawings if dimensions are not shown but ask for clarification from the Contracting Officer.

SUMMARY 011100 - 3

D. Surveys, Benchmarks, Lines and Levels: Working from data established by his property survey, Contractor shall establish and maintain benchmarks and other dependable markers and set lines and levels for the work on site as needed to properly locate each element of entire project. Contractor shall calculate and measure required dimensions as shown (within recognized tolerances). Contractor shall not scale drawings to determine dimensions. Contractor shall advise tradesmen performing the work of marked lines and levels provided for their use in layout of work.

E. Existing Conditions:

1. The existing utilities and other conditions shown or referred to on the drawings or in the specifications were located from existing reference drawings. While it may be reasonable to assume that the locations are reasonably accurate, the Contractor shall utilize blue staking services or other information as available for to verify all existing utilities. Contractor should use extreme caution in trenching, cutting asphalt, etc.

2. If the Contractor should encounter utilities or conditions not shown on available reference materials, immediately notify the Contracting Officer who will direct Contractor in removal, repair, and/or rerouting of utilities and resolution of unexpected conditions.

3. Utility Shutdowns: Contractor shall coordinate closely with Owner’s

Representative for all utility shutdowns and changeovers. Contractor shall conduct a planning meeting with all affected parties, coordinated with the Owner’s Representative, a minimum of 2 weeks prior to any required shutdown.

Utility shutdowns effective June 2023 require a minimum 45-day prior request.

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION (Not Used)

END OF SECTION 011100

CONSTRUCTION DOCUMENTS

ALTERNATES 012300 - 1

SECTION 012300 – ALTERNATES – BID ALTERNATE #1

PART 1 – GENERAL

1.1 SUMMARY

A Section includes administrative and procedural requirements for alternates.

B. This Section includes BID ALTERNATE #1.

1.2 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum.

1.4 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated revisions to alternates.

C. Execute accepted alternates under the same conditions as other work of the Contract.

D. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

PART 2 – PRODUCTS (Not Used)

CONSTRUCTION DOCUMENTS

ALTERNATES 012300 - 2

PART 3 – EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. BID ALTERNATE #1: REMOVAL AND REPLACEMENT OF AIR HANDLER UNIT 1 AND

ASSOCIATED MECHANICAL PIPING. THIS WORK INCLUDES THE REMOVAL AND

REPLACEMENT OF THE CONCRETE EQUIPMENT PAD ASSOCIATED WITH AHU-1.

END OF SECTION 012300

CONSTRUCTION DOCUMENTS

PROJECT MEETINGS 013100 - 1

SECTION 013100 - PROJECT MEETINGS

PART 1 – GENERAL

1.1 SUMMARY

A. This section specifies administrative and procedural requirements for project meetings including but not limited to:

1. Pre-construction conference

2. Pre-Installation Conferences as noted in individual spec sections

3. Coordination meetings

4. Progress meetings

1.2 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this section.

1.3 PRECONSTRUCTION CONFERENCE:

A. To be held after execution of the Agreement and prior to commencement of construction activities.

B. Attendees: The Owner, Contractiong Officer, and their consultants, the Contractor and his/her superintendent, major subcontractors, manufacturers, suppliers and other concerned parties shall each be represented at the conference by persons familiar with and authorized to conclude matters relating to the work.

C. Deliverable: Fully developed and vetted critical path construction schedule.

D. Agenda: Discuss items of significance that could affect progress including such topics as:

1. Critical work sequencing

2. Designation of responsible personnel

3. Procedures for processing change orders

4. Procedures for processing applications for payment

5. Distribution of contract documents

6. Process for submittals of shop drawings, product data and samples

7. Preparation of record documents

8. Office, work, access, and storage areas

CONSTRUCTION DOCUMENTS

PROJECT MEETINGS 013100 - 2

9. Equipment deliveries and priorities

10. Housekeeping

11. Working hours

E. The Owner’s Representative will chair the conference, record significant discussions, and electronically distribute copies of minutes of the conference promptly to everyone concerned.

1.4 COORDINATION MEETINGS:

A. Conduct coordination meetings with subcontractors as required to expedite job progress.

Project coordination meetings are in addition to specific meetings held for other purposes, such as regular progress meetings and special pre-installation meetings.

B. Request representation at each meeting by every party currently involved in coordination or planning for the construction activities involved.

C. The General Contractor will chair the meetings, record significant discussions of each meeting, and electronically distribute copies of minutes of each meeting promptly to everyone concerned.

1.5 PROGRESS MEETINGS:

A. Job site meetings may be called by Owner as deemed necessary to coordinate, expedite, or schedule the work of this contract. At a minimum, meetings shall be held weekly at the job site with the Owner's representative(s), Contracting Officer, and Contractor's Project Manager and Site Superintendent. Weekly progress meetings will continue through to final completion of the project. The Contractor will report on the progress of the construction, review "as-built" conditions, and provide an update on the schedules.

Conduct weekly progress meetings at the Project site. Coordination meetings may be held concurrently with progress meetings.

B. Agenda: Review, correct and approve minutes of the previous progress meeting. Include topics for discussion as appropriate to the current status of the project.

C. Contractor's Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to the Contractor's construction schedule, whether on time or behind schedule. Determine how construction behind schedule will be expedited;

secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. Review other items of significance that could affect progress.

D. Documentation Status: Review status of critical submittals, requests for information, proposal requests/change proposals, change orders, and similar items.

E. Project meeting will be chaired by Government Construction Control Representative and be attended by Contracting Officer, and Contractor Project Manager at a minimum.

Contractor shall record items discussed…