FBNV240023 - Statement of Work - Addl Elec Panel.pdf

SPECIFICATIONS

FOR

FBNV 240032

Add Electrical Panel for

Building 4868 Rescue

AT

DAVIS-MONTHAN AFB

ARIZONA

01 April 2024

F

B N

V

01 April 2024 SPECIFICATIOS FBNV 240032

TECHNICAL PROVISIONS OF SPECIFICATIONS

Project No. FBNV 240032

Contractor is to furnish all labor, equipment, materials, incidentals necessary to deliver a new electrical panel and power drops to two machines in building 4868 at Davis- Monthan AFB, Arizona, in strict accordance with these specifications. The Contractor is responsible for adding, updating, and completing all applicable project Specifications, Design Requirements, and Plans.

TABLE OF CONTENTS

SECTION AND TITLE

DIVISION 01 – GENERAL REQUIREMENTS

01010 Summary of Work

01011 Design Requirements

01 11 31.30 0800 Engineering Fees, Site Development, Minimum

01 21 53.60 0140 Security Factors, Physical Search at Entry

01 31 13.20 0200 Field Personnel, Project Manager, Average

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

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

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

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

01 54 36.50 1200 Mobilization/Demobilization, Small Equipment.

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

01-74-13-20-0052 Daily Cleanup

DIVISION 26 – ELECTRICAL

26 24 16.30 0550 42 circuit 200-amp 120/208 v, Panel Board

26 05 19.90 0300 1000 feet of 3/0 wire from Safety Switch to 200 Amp Panel

01 April 2024 SPECIFICATIOS FBNV 240032

26 28 16.20 0400 200 Amp safety switch at 400 Amp Tap gutter.

26 13 16.10 4800 2 breakers for the two machine power drops

26 27 26.20 3960 2 Power receptacles for the two machines

26 05 19.90 0140 40-amp Wire 4 # 8 THHN 25 feet

26 05 19.90 0140 40-amp Wire 4 # 8 THHN 75feet

26 05 33.13 4730 1-inch EMT conduit 120 feet

26 05 33.13 4800 2-inch EMT conduit for the 3/0 cable from Switch to panel

Davis-Monthan Air Force Base, Arizona FBNV 240032, Additional Electrical Panel for Building 4868 15 April 2024

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SECTION 01011 - DESIGN REQUIREMENTS

1. PROJECT DESCRIPTION.

1.1. General. This request for proposal (RFP) includes the site survey/field investigations, assessment, design, installation, and provide and install a new 200 Amp, 120/208-volt, three phase Panel Board meeting DM Specifications [to be a 42 circuit, filled [(all Spaces with breakers) with appropriate breakers for this project] in building 4868. This new panel board shall have Surge Protection Devices (SPD line to Grid protection with SPD Surge counter and SPD Dry Contacts) be fed by a 200-amp outdoor rated three pole disconnect switch and conduit and wire feeder from an existing outdoors mounted 400 Amp power box to the new panel board location. In addition, provide and install two appropriately sized power feeds with wall mounted female outlets to two new pieces of equipment (Outlets to match the two machine male plugs). One machine is a Plasma Table (name plate information is “Razorweld Cut 45”) made by Jasic Technologies America (phone number 253-859-6277). The other machine is a “Power Pro 256D” Welder made by Everlast (phone number 1-877-755-9353, dial 208). The work to be performed shall include all material, labor, equipment, testing necessary to have a complete and functional power system at Building 4868 address 5675 S. Ben White Street on Davis-Monthan AFB, AZ. See paragraph 1.6 for specific project design and construction requirements.

Proposal Requirements:

The Period of Performance for the entire project is estimated not exceed 159 calendar days. All days listed will be calendar days and include all Contractor actions such as Project Investigation, Design Review Submittals, Government/Designer review periods, Design Review meetings, Final Contract Documents Submittal, Installations, and testing.

1.2. Location. The project site is located at Building 4868 at 5675 S. Ben White Street (formerly Casa Grande Street) on Davis-Monthan Air Force Base (Tucson), Arizona. See Figure 1.2 for the general site location.

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B4868 Figure 1.2

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

1.4. Codes, Standards, and References.

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

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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: Not Used.

1.5. Design and Construction Schedule.

1.5.1. The Contractor shall provide as part of their proposal a preliminary design and construction completion schedule for the Government’s review and approval. The Contractor shall provide the number of days estimated to complete each milestone event as shown. The Government will evaluate the contractor proposed days based on the best interests of the project execution and the Government’s requirements. 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 prepare an AF Form 66, Schedule of Material Submittals; and prepare material submittals and cutsheets to be submitted with the first design submittal to allow the Government to review/approve major construction materials and, with the Government’s approval, order construction material.

Contractor shall not begin construction activities until directed to do so by the Contracting Officer, based on approval of acceptable project design submittal.

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

1.6. Project Specific Design and Construction Requirements.

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

1.6.2. General Requirements.

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

1.6.2.2. The Contractor shall provide design plans and specifications at the 35%, 65%, 95% (Design suitable for construction) milestone levels. The design shall be based on the information provided in the Task Order RFP, any government sponsored project site visits, and additional information as shall be provided by the Government. The necessary deliverables are limited to updating/creating new panel schedules, load calculations, electrical reports, drawings, and specifications related to the project’s Lightning Protection System. Each design milestone level shall meet the associated design submittal requirements as stated in Part 2, Design Submittal Requirements, of this section.

1.6.2.3. The Government may not have a complete set of As-built plans for each building but will provide any available as-built drawings as requested by the Contractor. See Section 2.5.1.

1.6.2.4. All construction work shall be accomplished between the hours of 0700 – 1600 unless otherwise agreed to in writing by the Facility User or Contracting Officer. Contractor shall be prepared to perform some work on Saturdays, to prevent disruption of normal operations at building 4868, unless otherwise approved in writing by the Contracting Officer.

1.6.2.5. The project shall conform to all applicable Federal, State and local laws, regulations and base-specific standards and applicable Unified Facilities Criteria (UFC), specifically all work shall be completed in accordance with, UFC 3-501-01 ELECTRICAL ENGINEERING, UFC 3-550-01 Interior Electrical Power Distribution Systems, UFC 3- 575-01 Lighting and Static Electricity Protection Systems, AFMAN 32-1065 Chapter 12 Electrical Power Distribution systems, DESR 6055.09_AFMAN91-201, National Fire Protection Associations “Standard for the Installation of

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Electrical Power Distribution systems, 2017 Edition" (NFPA 780). Where there is a conflict between the referenced standards the most stringent shall take precedence.

1.6.2. Demolition Requirements. Not used.

1.6.2.1. There is no known major existing electrical power need of Demo for building 4868.

1.6.3. Civil Requirements.

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

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

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

1.6.3.4, If necessary, determine by geotechnical investigation, the existing soil conditions of the site and any affected areas for the purposes of determining information applicable to, necessary for and pertinent to both the investigation and design services of the project. Include the resultant report and recommendations in the Investigation Report.

Ensure these recommendations are used in the design of footings, foundations, or any other structure which would depend upon the soil conditions on the project site.

1.6.3.5. The concrete and asphalt sitework shall be removed only as necessary and to the minimum extent practical to complete work under this project. All concrete and asphalt sitework shall be replaced with like materials and to match the adjacent sections and dimensions.

1.6.3.6. All trench patches across concrete, roadway and parking lot pavements shall be accomplished in accordance with the utility trench patch detail provided in the DCG.

1.6.4. Landscape Requirements.

1.6.4.1. Remove, segregate, stockpile, protect and store existing landscape material in a location on the site approved by the Contracting Officer, which will neither interfere with nor obstruct the government’s operations nor any other requirements (i.e., fire-vehicle access). Prior to completion of the project, restore the landscaping back to original condition, to the maximum extent possible, in a manner approved by the Contracting Officer.

1.6.5. Architectural Requirements. Not used.

1.6.6. Structural Requirements.

1.6.6.1. Determine the structural requirements based on the type of Electrical Power Distribution system chosen. If a standard roof type system is used, then minimize the number of penetrations in the roof system.

1.6.7. Mechanical Requirements. Not used.

1.6.8. Plumbing Requirements. Not used.

1.6.9. Fire Protection/Detection Requirements. Not used.

1.6.10. Electrical Requirements

1.6.10.1. Codes/Specifications

1.6.10.1.1 All Electrical Power Distribution system work shall be completed in accordance with specifically all Electrical Power Distribution system work shall be completed in accordance with, UFC 3-501-01 ELECTRICAL ENGINEERING, UFC 3-550-01 Interior Electrical Power Distribution Systems, UFC 3-575-01 Lighting and Static Electricity Protection Systems, AFMAN 32-1065 Chapter 12 Electrical Power Distribution systems, DESR file:///C:/Users/bharris/Documents/Projects/Templates/Design%20Build%20Examples/Section%2001011.docx%23Project_Site_Survey

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6055.09_AFMAN91-201, National Fire Protection Associations “Standard for the Installation of Electrical Power Distribution systems, 2017 Edition" (NFPA 780), the "Installation Requirements for Electrical Power Distribution system, and UL 96A" of Underwriters Laboratories. Where there is a conflict between the referenced standards the most stringent shall take precedence.

1.6.10.2. Field Survey/Investigation

1.6.10.2.1. The Designer/Contractor will perform standard Electrical Power Distribution systems assessments for building 4868.

1.6.10.2.2. The scope of the Field Survey/Investigation shall be focused on the installation a new exterior Electrical Power Distribution system.

1.6.10.3. Design

1.6.10.3.1 The Designer/Contractor shall incorporate the findings and facility Users preferences from the Field Survey/Investigation into design documents. They shall include all the necessary drawings, specifications, calculations, required for the construction phase. The design shall allow for welding were allowed by code to reduce future maintenance. The facility User does expect and require the typical full set of design drawing and specifications for the building 4868 in this Electrical Power Distribution system with Design-Build project. The Designer/Contractor shall provide enough details on supplied drawings, specifications, Calculations, Reports, etc.

as necessary for As-Builts and to construct fully functional fully functional Electrical Power Distribution systems for building 4868.

1.6.10.4 Installation

1.6.10.4.1. The Design-Build Contractor shall follow the final design documents for installation of the selected Electrical Power Distribution system at building 4868. The final installed systems shall include all components including materials, labor, equipment, testing, incidentals necessary to have fully function Electrical Power Distribution systems for building 4868. The installation shall utilize welding instead of mechanical connections where allowed by code to reduce future maintenance.

1.6.10.4.2. The Contractor shall perform all code required grounding testing for all new installed Electrical Power Distribution systems at the building 4868.

1.6.10.4.3. Not used.

1.6.10.4.4. Not used.

1.6.10.4.5 Not used.

1.6.10.4.6 Not used.

2. DESIGN SUBMITTAL REQUIREMENTS.

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

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

Discontinued products will not be accepted unless approved by the Contracting Officer. The Davis-Monthan AFB

Design Compatibility Guidelines, this RFP, base guide specifications (if available), and all applicable codes, laws, and guidance, whether included in this RFP or not, will govern all design and construction of this project and the

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Contractor shall include all code and base DCG requirements in his bid. The Contractor SHALL conform all design and construction work to the base DCG and shall assume that no waivers to the stipulations included therein shall be granted.

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

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

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

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

DESIGN of this RFP - Not used).

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

Report:

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

• Investigation services shall include a plan check by the Contractor’s consultants of existing “as-built” drawing files, as applicable. Copies of requested as-built drawings may be furnished by the Government; however, it is the responsibility of the Contractor’s consultants to search the drawing files for applicable drawings. The

Government does not guarantee the accuracy or completeness of any as-builts.

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

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

Contractor’s consultants to verify the existing conditions at the site.

2.5.2. Items to be reported on include but are not limited to the applicable portions of the following paragraphs:

• Existing interior and exterior physical conditions applicable to the project.

• Accuracy and completeness of reference data furnished by the Government.

• Architectural, communications, electrical, fire protection, mechanical, seismic, structural, utility, UFAS/ADA

Accessibility Guidelines, International Building Code, or other special system requirements.

• Availability and adequacy of existing structure, utilities, or systems to support requirements identified above.

• Brief description of existing drainage problems, and proposed solutions or design options.

• Soil boring test results (including CBR tests or subgrade modulus tests as necessary).

• Site plans showing topography, soil test locations, existing utility lines showing points-of-connection, and areas of required site work.

• Special design problems or interferences with existing conditions, e.g., asbestos and/or lead-based coatings abatement, and proposed solutions or design options.

• Problems anticipated with constructing the project within budget, and proposed solutions or options and the anticipated costs.

2.6. Design Analysis. The Contractor is responsible for the following as part of the project Design Analysis:

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2.6.1. A design analysis will be accomplished/Updated for each phase/percentage of the design process to address all pertinent facility systems. The Contractor shall incoperate all relivent field investigation findings, survey information, reports, lightning assessments, including incorporating responses to previous government review comments. The Design Analysis shall include the Design-Build Contractors expert recommendations for the new

Electrical Power Distribution system at building 4868.

2.6.2. The Contractor shall include, as a separate index in the Design Analysis at each submittal, the review comments received from the previous Air Force design reviews. Every review comment shall be annotated by the designer to indicate the disposition, i.e., whether the review comment is incorporated into the design documents; and, when incorporated, the location where the review comment is incorporated. If an exception to the incorporation of a review comment is proposed by the Contractor, he shall coordinate and resolve the exception with the base Project

Manager; and, if the exception is approved, indicate same. If the exception is not approved, the designer shall annotate the disposition and the location of the review comment as described before.

2.7. Contract Drawings.

2.7.1. The Contractor shall provide a design and construction package that uses all design details given or referenced in this RFP and the base DCG. Additional details shall be created by the Contractor as required but shall conform to the requirements of this RFP and are subject to approval by Government. Base utility information, which may be provided for this RFP, is the best information available and may be provided to assist the Contractor during the design of this project. The Contractor is solely responsible for field verifying all information given.

2.7.2. The Contract Drawings shall be prepared entirely in accordance with the base DCG and shall clearly define all required work for this project. Drawings shall be prepared at a scale and level of all details appropriate to the subject, in accordance with accepted professional practice.

2.7.3. The Air Force may furnish a sheet border which includes the project information, which shall be attached to each sheet as an “XREF” object. The Air Force may, upon request, furnish the designer with the base-standard cover sheet and the base-standard short title block sheet, for use in this project.

2.7.4. The Contractor shall complete the entirety of the blank areas or spaces in the title blocks of all drawing sheets, including but not limited to, the correct FBNV number (no dashes) and the correct project title.

2.7.5. Site Layout. The project site shall be oriented with north being either at the top of the sheet or to the left of the sheet. All contract documents and drawings will reflect these cardinal directions for the sake of consistency and uniformity.

2.8. Contract Specifications.

2.8.1. The Contractor shall provide a design and construction package includes project specifications based on the Unified Facilities Guide Specifications (UFGS) which can be obtained from the Whole Building Design Guide website (www.wbdg.org). The Contractor will edit the base-standard specifications as needed and as required for the project, and submit the edited specifications with each design submittal, for the review and approval of the Government. Any portion of the specification sections proposed by the Contractor to be removed or omitted for this project shall be indicated by a strikethrough of the text but leaving the text in the document until the 100% final document submittal. Any text proposed to be added to the specification sections by the Contractor shall be indicated by underlining the text.

2.8.2. Specifications shall include the Davis-Monthan AFB standard section, "Section 01010, Statement of

Objectives," and “Section 01011, Design Requirements” as provided with this RFP.

2.8.3. The Contract Specifications shall clearly define the type, quality, or other criteria relevant to all required work for this project. Specifications shall be prepared in the Construction Standards Institute (CSI) format, at a level of detail appropriate to the subject, in accordance with accepted professional practice.

2.8.4. To encourage competition, the Air Force prefers generic, quality-based or performance-based specifications.

For other than sole-sourced items identified by the Air Force (see Section 1.4.3), comply with the following instructions:

file:///C:/Users/bharris/Documents/Projects/Templates/Design%20Build%20Examples/Section%2001011.docx%23Brand_Name_References

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• To specify by manufacturer's name or catalog number, include at least three manufacturers whose products are essentially equal in quality, function, and cost; and then add the statement "or approved equal." If less than three manufacturers are known, specify the known information as a minimum standard of quality, type, color, etc.; and add the statement "or approved equal."

• To specify a single manufacturer and not allow submittal of proposed "equals," provide a brief written statement to the Air Force, separate from the specification, explaining the need for a single, specific product.

2.8.5. If tests are necessary, the specifications shall define the required criteria, number and type of tests to be made, and licensing or certifying requirements of the testing agency. All necessary testing shall be included in the contract specifications and shall be specified as being performed by and paid for by the construction Contractor.

2.9. Not Used.

2.10. Schedule of Material Submittals.

2.10.1. An AF Form 66, Schedule of Material Submittals, has been provided by the Government with this RFP. This furnished Schedule of Material Submittals (Form 66) identifies submittal items that shall be provided by the Contractor in accordance with Section 01010 and 01011 requirements for government review and approval.

2.10.2. During the course of design and specification development, the Contractor shall append the Form 66 to include submittal items as required by the project specification sections. The Government has provided the Form 66 in Microsoft Excel format for this purpose. The appended Form 66 generated during the design shall be submitted with the Contractor’s edited specifications for government review and approval. The Form 66 must identify all items required to be submitted by the construction contractor for government review and approval prior to installation.

Submittals may include, but shall not be limited to, certificates of compliance, shop drawings, samples, color selections, or other items called for in the contract specifications.

2.10.3. The approved Form 66 will become the scheduling document for material submittals and will be used to manage submittals by all parties throughout the life of the contract.

2.10.4. During construction, it may be discovered that this list was not all-inclusive and that additional submittals may be required from and shall be submitted by the Contractor, as directed by the Contracting Officer.

2.10.5. For more information, see paragraph 1.4, Submittal Procedures, of Section 01010, “Summary of Work”.

2.11. Color Boards. Not Used

2.12. Design Submittal Package Requirements. The Contractor shall submit to the Government the following copies of the contract drawings, specifications, and other contract documents at each design stage. All documents shall also be submitted in electronic format by secure link for download. Contractor can request approval to only submit electronically.

2.12.1. Design Charrette Submittal.

• 2 copies of concept design and Investigation Report, to be submitted at Charrette conference wrap-up briefing.

• 2 CD with PDF copies of all documents and PDF and AutoCAD copies of all drawings.

2.12.2. Not Used

2.12.3. 50% Design Submittal.

• 1 copies of Draft Design Analysis (as necessary to document 50% Design Submittal reviews).

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• 1 copies of Contractor calculations, showing all work and derivation of variables, separated by discipline, (i.e., Electrical, Structural, HVAC, Mechanical, etc.). (As necessary to document 50% Design Submittal reviews).

• 1 copies of AF Form 3052, Construction Cost Estimate if applicable. (As necessary to document 50% Design

Submittal reviews).

• 1 copies of full-size drawings, 1 copy of half-size drawings.

• 1 copy of Contractor-edited specifications with edit notes. (As necessary to document 50% Design Submittal reviews).

• 1 copies of the AF Form 3000, Material Approval Submittal (to include cut sheets and substantiating information) of major equipment items of items with long lead times (See Section 1.5). The Contracting

Officer may provide copies of the AF Form 3000 with applicable instructions for completion and submission.

(As necessary to document 50% Design Submittal reviews).

• 1 copies of the AF Form 66, Schedule of Material Submittals, reflecting the above submittals. (As necessary to document 50% Design Submittal reviews).

• 1 CD with PDF copies of all documents and PDF and AutoCAD copies of all drawings.

2.12.4. 100% Design Submittal (Suitable for Construction).

• 2 copies of Draft Design Analysis (as necessary to document 100% Design Submittal reviews).

• 2 copies of Contractor calculations, showing all work and derivation of variables, separated by discipline, (i.e., Electrical, Structural, HVAC, Mechanical, etc.). (As necessary to document 100% Design Submittal reviews).

• 1 copies of AF Form 3052, Construction Cost Estimate if applicable. (As necessary to document 100%

Design Submittal reviews).

• 2 copies of full-size drawings, 1 copy of half-size drawings, and 1 copy of 11 x 17 size drawings if available.

• 2 copies of Contractor-edited specifications with edit notes. (As necessary to document 100% Design

Submittal reviews).

• 2 copies of the AF Form 3000, Material Approval Submittal (to include cut sheets and substantiating information) of major equipment items of items with long lead times (See Section 1.5). The Contracting

Officer may provide copies of the AF Form 3000 with applicable instructions for completion and submission.

(As necessary to document 100% Design Submittal reviews).

• 2 copies of the AF Form 66, Schedule of Material Submittals, reflecting the above submittals. (As necessary to document 100% Design Submittal reviews).

• 2 CD with PDF copies of all documents and PDF and AutoCAD copies of all drawings.

2.13. Codes. The design, materials, equipment, and installation shall be in accordance with, but not limited to, the requirements of the Davis-Monthan AFB Design Compatibility Guidelines, this RFP, base guide specifications (if available), and all applicable codes, laws, and guidance, whether included in this RFP or not, and with the listed codes, guides, and manuals. All references shall be assumed to be the most recent revision unless specifically noted otherwise. Although the references have been listed by engineering discipline for ease of citation, this does not preclude their requirement to be used for work within any other discipline. When there is a conflict between any listed code, guide or reference, the most stringent requirements shall apply.

2.13.1. Civil References.

• Air Force Manual (AFMAN) 88-5, Chapter (Ch.) 4, Drainage Areas for Other than Airfields.

• AFMAN 88-11, Volume 1, Sanitary and Industrial Wastewater Collection - Gravity Sewers and

Appurtenances.

• Pima County Arizona, Hydrology Manual for Engineering Design and Flood Plain Management.

• Unified Facilities Criteria (UFC) 3-120-02, Design POV Site Circulation and Parking.

• UFC 3-210-01A, Design: Area Planning, Site Planning, and Design.

• UFC 3-310-04, Seismic Design for Buildings and Other Structures.

• UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings.

• Manual of Uniform Traffic Control Devices (MUTCD), U.S. Department of Transportation, FHWA.

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• Military Handbook (MIL HDBK) 1005/7A, Water Supply Systems.

• National Fire Protection Association (NFPA) 54, National Fuel Gas Code.

• Army Technical Manual (TM) 5-822-2, General Provisions and Geometric Design for Roads, Streets, Walks, and Open Storage Areas.

2.13.2. Geotechnical References(As necessary on this project).

• Arizona Department of Transportation (ADOT), Standard Specifications for Road and Bridge Construction.

• Air Force Instruction (AFI) 32-1023, Design and Construction Standards and Execution of Facility Construction

Projects.

• AFMAN 88-3, Ch. 7, Soils and Geology Procedures for Foundation and Design of Buildings and Other

Structures (Except Hydraulic Structures).

• AFMAN 88-6, Ch. 7, Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements.

• AFMAN 88-6, Ch. 8, Standard Practice for Concrete Pavements.

• AFMAN 88-6, Ch. 9, Bituminous Pavements – Standard Practice (Including C1).

• AFMAN 88-7, Ch. 1, Pavement Design for Roads, Streets, Walks and Open Storage Areas (Including C1).

• AFMAN 88-7, Ch. 5, General Provisions and Geometric Design for Roads, Streets, Walks, and Open Storage

Areas.

• UFC 3-220-01A, Design: Deep Foundations.

• UFC 3-220-02, Design: Pile Driving Equipment.

• UFC 3-220-03FA, Design: Soils and Geology Procedures for Foundation Design of Building and Other

Structures - Except Hydraulic Structures.

• UFC 3-220-04FA, Design: Backfill for Subsurface Structures.

• UFC 3-220-05, Design: Dewatering and Groundwater Control.

• UFC 3-220-06, Design: Grouting Methods and Equipment.

• UFC 3-220-07, Design: Foundations in Expansive Soils.

• American Concrete Institute (ACI) Manual of Concrete Practice.

2.13.3. Architectural References (Not anticipated on this project).

• Air Combat Command (ACC) Architectural and Interior Design Standards.

• Air Force Handbook (AFH) 32-1084, Civil Engineering Facility Requirements.

• AFI 32-7063, Air Installation Compatible Use Zone Program.

• American National Standards Institute (ANSI/CABO) A117.1, Americans with Disabilities Act (ADA)

Accessibility Guidelines for Buildings and Facilities.

• Federal Architectural Barriers Act (ABA).

• Gypsum Association Fire Resistance Design Manual.

• NFPA 10, Portable Fire Extinguishers.

• NFPA 80, Fire Doors and Fire Windows.

• NFPA 80A, Protection from Exterior Fire Exposure.

• NFPA 101, Life Safety Code.

• NFPA 203, Roof Coverings/Roof Deck.

• NFPA 220, Types of Building, Construction.

• NFPA 231, General Storage.

• Tile Council of America Handbook for Ceramic Tile Installation.

• UFC 1-200-01, General Building Requirements

• UFC 3-120-01, Air Force Sign Standard, to include ACC Instruction 32-1054, Exterior Signs.

• UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings.

• UFC 3-600-01, Fire Protection Engineering for Facilities.

• Intrusion Detection Systems--DCID 6-9, AFI31-401.

• Information Security Program--DoD 5200.1-R.

2.13.4. Structural References (As necessary on this project).

• American Institute of Steel Construction (AISC) M018L, Load and Resistance Factor Design (LRFD) Manual of Steel Construction, Volume 1: Structural Members

• AISC-M019L, Load and Resistance Factor Design Specification, Volume II: Connections.

01011-11

• ACI 318/318M-99, Building Code Requirements for Structural Concrete.

• ACI 531-95, Building Code Requirements for Concrete Masonry Structures.

• American Welding Society (AWS) D1.1, Welding Handbook.

• American Society of Civil Engineers (ASCE) 7, Minimum Design Loads for Buildings and Other Structures.

• American Iron and Steel Institute (AISI) SG-930, Cold-Formed Steel Design Manuals.

• Pre-stressed Concrete Institute (PCI) Manuals for Precast and Pre-stressed Concrete.

• PCI Manual 116, Manual for Quality Control for Plants and Production of Precast and Pre-stressed Concrete

Products.

• PCI Manual 117, Manual for Quality Control for Plants and Production of Architectural Precast Concrete

Products.

• PCI Manual 122, Manual for Architectural Precast Concrete.

• PCI Manual 126, Manual for the Design of Hollow Core Slabs.

• Steel Deck Institute (SDI) Diaphragm Design Manual.

• Steel Joist Institute (SJI) Standard Specifications and Load Tables for Open Web Joists.

2.13.5. Mechanical References (Not anticipated on this project).

• Engineering Technical Letter (ETL) 88-1, Standard Guidelines for Submission of Facility Operating and

Maintenance Manuals.

• ETL 88-2, Reliability and Maintainability (R&M) Design Checklist.

• ETL 88-8, Chlorofluorocarbon (CFC) Limitation in Heating, Ventilating and Air-Conditioning (HVAC) Systems.

• ETL 90-10, Commissioning of HVAC Systems Guide Specification.

• American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE), Fundamentals

Handbook.

• ASHRAE HVAC Systems and Equipment Handbook.

• ASHRAE HVAC Applications Handbook.

• ASHRAE Standard 62.1, Ventilation for Acceptable Indoor Air Quality.

• ASHRAE Standard 70, Method of Testing the Performance of Air Outlets and Air.

• ASHRAE Standard 90.1, Energy Standard for Buildings Except Low-Rise Residential Buildings.

• American Conference of Governmental Industrial Hygienists (ACGIH).

• MIL HDBK 1190, Facility Design and Construction.

• NFPA 90A, Installation of Air Conditioning and Ventilating Systems.

• UFC 3-400-01, Energy Conservation

• UFC 3-400-02, Engineering Weather Data.

• UFC 3-410-01FA, Heating, Ventilating, and Air Conditioning.

• United States Energy Policy Act of 2005.

2.13.6. Plumbing References (Not anticipated on this project).

• ANSI B16.3, Malleable Iron Threaded Fittings, Classes 150 and 300.

• ANSI Z358.1, Emergency Eyewash and Shower Equipment.

• American Society of Mechanical Engineers (ASME) A112.19.1M, Enameled Cast Iron Plumbing Fixtures.

• ASME A112.19.2, Ceramic Plumbing Fixtures.

• ASME A112.19.3, Stainless Steel Plumbing Fixtures (Designed for Residential Use).

• NFPA 54, National Fuel Gas Code.

• Plumbing And Drainage Institute (PDI) WH 201, Water Hammer Arresters.

• UFC 3-420-01, Plumbing Systems.

2.13.7. Fire Suppression References (Not anticipated on this project).

• NFPA 13, Standard for the Installation of Sprinkler Systems.

• NFPA 24, Installation of Private Fire Service Mains.

• NFPA 90A, Installation of Air Conditioning and Ventilating Systems.

• NFPA 72, National Fire Alarm Code.

• NFPA 101, Life Safety Code.

• UFC 3-600-01, Fire Protection Engineering for Facilities.

01011-12

2.13.8. Electrical References.

• ACC Architectural and Interior Design Standards.

• The Davis-Monthan Air Force Base Design Compatibility Guidelines (base DCG), latest edition.

• Tucson/Pima County Outdoor Lighting Code.

• AFI 32-1063, Electric Power Systems.

• AFMAN32-1065 Chapter 12 Lightning Protection Systems, Grounding Systems

• AFMAN 88-9, Chapter 1, Electric Power Supply and Distribution.

• AFMAN 88-9, Chapter 2, Interior Electrical System Design.

• ANSI A17.1, Safety Code for Elevators and Escalators,

• ANSI A117.1, Buildings and Facilities - Providing Accessibility and Usability for Physically Handicapped

People.

• ANSI C2, National Electrical Safety Code.

• ANSI C57.12.00, General Requirements for Liquid-Immersed Distribution, Power, and Regulating

Transformers.

• ANSI C57.12.26, Requirements for Pad-Mounted, Compartmental-Type, Self-Cooled, Three-Phase

Distribution Transformers for Use with Separable Insulated High-Voltage Connectors, High-Voltage, 34500GrdY/19920 Volts and Below; 2500 kVA and Smaller.

• ANSI C57.12.27, Conformance Requirements for Liquid-Filled Distribution Transformers Used in

Pad-Mounted Installations, Including Unit Substations.

• ANSI C57.12.28, Switchgear and Transformers - Pad-Mounted Equipment - Enclosure Integrity.

• ANSI C84.1, Electric Power Systems and Equipment - Voltage Ratings.

• ANSI/The Institute of Electrical and Electronics Engineers (IEEE) Standard 141, Recommended Practice for

Electric Power Distribution for Industrial Plants (The Red Book).

• ANSI/IEEE Standard 142, Recommended Practice for Grounding of Industrial and Commercial Power

Systems (The Green Book).

• ANSI/IEEE Standard 242, Recommended Practice for Protection and Coordination of Industrial and

Commercial Power Systems (The Buff Book).

• DESR 6055.09_AFMAN91-201

• Telecommunications Industry Association (TIA) Electronic Industries Alliance (EIA) 568, Commercial Building

Telecommunications Wiring Standard.

• EIA 569, Commercial Building Standard for Telecommunications Pathways and Spaces.

• EIA 607, Grounding and Bonding Requirements for the Telecommunications Infrastructure of Commercial

Buildings.

• ETL 91-5, Fire Protection Engineering Criteria Emergency Lighting and Marking of Exits.

• IEEE C62.41, Surge Voltage in Low-Voltage AC Power Circuits.

• Illuminating Engineering Society (IES), Lighting Handbook, Reference, and Application.

• MIL HNDBK 419A, Chapter 1, Facility Grounding System.

• MIL HNDBK 1190, applicable ETL’s/CTL’s.

• NFPA 70, National Electrical Code (NEC).

• NFPA 72, National Fire Alarm Code.

• NFPA 75, Electronic Computer/Data Processing Equipment.

• NFPA 90A, Air Conditioning and Ventilating Systems.

• NFPA 101, Code for Safety to Life from Fire in Buildings and Structures.

• NFPA 780, Standard for the Installation of Lightning Protection Systems.

• UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings, latest edition.

• UFC 4-021-01, Mass Notification Systems.

• Underwriters Laboratories (UL) 268, Smoke Detectors for Fire Protective Signaling Systems.

3. CIVIL DESIGN.

3.1. Project Site Survey. A survey of the site shall not be provided by the Government. The Contractor shall generate/contract a current site survey which shall include the topography of the site, if necessary, surface features of the site (including but not limited to, walks, parking lots, utility poles, transformers, valves, manholes, landscaping, etc.) and underground utilities. Underground utility line locations on the survey shall be developed from base mapping

01011-13 and from surface features found in the field. Existing manhole rim and invert elevation information for the sanitary sewer and storm drain systems is not provided. The Contractor shall field survey all sanitary sewer and storm drain system manholes involved in the design/construction of this project to obtain actual rim and invert elevations.

The area to be surveyed shall encompass all areas required for the design and construction of all features included within the scope of this project; and shall, as a minimum, address on-site, through-site, and off-site flows to ensure that downstream facilities are not adversely affected or degraded. Gathering topographic and planimetric map data shall be accomplished by field methods, using Global Positioning System (GPS), total station methods, or a combination thereof. Base utility drawings are available for the Contractor’s use; however, these drawings may not reflect current conditions. It is the responsibility of the Contractor to obtain additional mapping from the base if needed. See Section 1.6.3.

3.2. Borrow & Waste Areas. Any required borrow shall be obtained by the Contractor from either an off-base or an off-site borrow source, as directed by the Contracting Officer. Demolition and construction waste from the project shall be disposed of off-base at a location approved by the Contracting Officer.

3.3. Site Utilities. All utility installations (including sizes and materials) shall comply with the base DCG. Utility services are available and are adjacent to the site. See Section 1.6.3.

3.4. Haul Route. The construction Contractor shall enter the base through the Swan Gate and proceed by the most direct route to the project site. Show the desired haul route on the contract drawings for review and approval by the

Government.

3.5. Contractor's Storage Yard. The requested size of the Contractor's storage and staging area shall be proposed as part of the design, with the location of the yard being within the boundary of the CES/Contractor Storage Yard off

Yuma Road. A temporary security fence shall be provided by the Contractor at storage yard boundaries in accordance with paragraph 2.9. Fenced Storage Yard of Section 01010, Summary of Work.

3.6. Cathodic Protection. Cathodic protection shall be provided for all buried ferrous metallic utility components such as valves, fittings, bends, etc. Design of cathodic protection systems shall be in accordance with standard industry specification.

3.7. Water Meters. A water meter shall be provided for the domestic service line(s) to the building and shall be installed near the service entrance/riser into the building. The meter readout shall be in gallons. The meter shall have a pulse device to interface with Energy Management Control System (EMCS) readings. Refer to the base DCG for additional requirements.

3.8. Permits. The Contractor is responsible for obtaining all necessary Federal, state, county, and local permits required to complete the construction of this project. The Contractor is responsible for paying all fees associated with obtaining the permits and performing all work as required within the permits at no extra cost to the Government.

3.8.1. Storm Water Pollution Prevention Plan (SWPPP). The Contractor shall prepare a Storm Water Pollution

Prevention Plan in accordance with and with final approval of the State of Arizona for all work that meets minimum disturbance requirements as set forth by the Arizona Department of Environmental Quality (ADEQ). A copy of the

Contractor’s SWPPP shall be provided to the Contracting Officer prior to any site work covered within the SWPPP.

See Section 01010, paragraph 2.5d of, Summary of Work.

4. GEOTECHNICAL DESIGN (As applicable on this project).

4.1. Foundation Design Analysis (FDA). Foundation design requirements for this project are described in this section and in Part 6 STRUCTURAL DESIGN of this RFP. Size and location of the site is discussed in other sections of this RFP; cut and fill requirements for site development are to be determined by Contractor. Foundations shall be constructed of steel reinforced concrete. Building Research Advisory Board (BRAB) foundation systems/design will not be allowed. Foundation designs and recommendations for features such as retaining walls, perimeter walls, etc., are the Contractor's responsibility and will be included as part of the FDA. Therefore, design of any foundation system to support any structure(s) is also required. The design of foundation systems requires, but is not limited to, determination of soil parameters and properties, net allowable bearing capacity, settlement or consolidation, heave or swell, and all associated data analysis, including seismic analysis if necessary, and calculations. The Contractor shall prepare a soils report which includes design narrative and data presentation and design narrative based on the file:///C:/Users/bharris/Documents/Projects/Templates/Design%20Build%20Examples/Section%2001011.docx%23Structural_Design

01011-14 results from data analysis and calculations. The report shall describe, evaluate, and present, as applicable, the following (as applicable):

• Foundation design and recommendations.

• Foundation design and recommendations for deformation sensitive areas (include associated soil parameters).

• Unusual features such as aboveground and/or underground structures (i.e., pits, manholes, retaining walls, etc.).

• Construction specifications.

5. ARCHITECTURAL DESIGN (As applicable on this project). In general, the following paragraphs are intended to assist and inform the Contractor of the general architectural criteria controlling base designs. Use the following paragraphs as needed.

5.1. General. Using a preliminary floor plan (if available), with the base Design Compatibility Guidelines (base DCG), and information collected at the Design Charrette Conference as guides, the Contractor shall develop a conceptual design for the project.

5.2. Space Adjacencies.

5.3. Space Allocations.

5.4. Energy-Conscious Design. Active solar systems are encouraged where applicable to include roof-mounted photo-voltaic collection arrays. Passive solar design shall be limited to building orientation, thermal mass, roof color, building color, door and window orientation, window glazing, solar shading, and shade trees.

5.5. Furniture (Not…