Statement of Work 9 Dec 2019.pdf

Davis-Monthan Air Force Base, Arizona FBNV (insert project number here), (Install Door Air Vents, Fac 3219) (09 December 2019)

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SECTION 01010 – SUMMARY OF WORK

NOTE: The Davis-Monthan Air Force Base Design Compatibility Guideline requirements and those defined in the following section may directly affect the Contractor’s overhead for completing the scope of work.

Failure on the part of the Contractor to adequately review this section and identify/clarify any requirements herein will not constitute justification of Contractor claims for additional design and/or construction costs.

1. SUMMARY OF WORK

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

a. The contractor shall replace all sprinkler heads in Fac 3219 and comply with NFPA 13 standards.

Contractor shall submit data sheets of sprinkler heads for approval prior to install.

b. The contractor shall modify existing fire riser to meet Design Compatibility Guidelines. The wet-pipe sprinkler system riser shall consist of a flow switch, an inspector’s test valve, pressure gauges (upstream and downstream of the backflow preventer assembly) with isolation valves, a two-way fire department connection, and a main drain (piped to the exterior). A riser check valve or an alarm check valve containing the above required components may be provided. Comply with the base-standard Fire Protection Riser detail in the base DCG. Contractor shall submit data sheets of each component of the fire riser for approval prior to install.

c. Disabling the fire protection system in a facility for greater than four hours requires coordination with various base agencies, which can take 60 days or longer to obtain. Plans to disable fire protection systems must consider the required time to obtain approval.

1.2 Salvage and Disposal: All salvageable and non-salvageable material obtained by removal of existing material shall be considered as having been included as a factor in the Contractor's bid price.

a. Salvageable material obtained from existing construction may be reused only if so stated elsewhere in the Contract Documents, and then only when the material is approved for reuse by the Contracting Officer.

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

c. Salvageable material not reused or otherwise designated to remain the property of the Government shall become the property of the Contractor and shall be removed and disposed of off base in accordance with the environmental controls specified in this Section.

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

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

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

b. Road Closures: If road closures are needed during the construction of any portion of the project, a traffic control plan shall be generated by the Contractor and submitted for approval by the Contracting Officer. Notify the Contracting Officer in writing 21 calendar days prior to the desired date for closure.

c. The Contractor is responsible for and shall process all digging permits and bluestake requirements through the 355 CES Customer Service Desk (Bldg 5315). The Contractor shall allow for approximately 21 calendar days for the construction areas to be properly marked. The Contractor is also responsible for contacting Arizona 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. Although the 355 CES

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Drawing Vault has drawings for security camera conduit/wiring and medical lines, it is not responsible for the bluestaking or actual location of these utilities. The Contractor must mark all areas that he wishes to have the Government bluestake with white paint PRIOR to the submission of the AF Form 103; and shall include a site drawing of the area to be bluestaked with the submission. Upon submission, the Contractor shall provide the Contracting Officer the tracking number in order for the Government to help the Contractor track its progress (if necessary). Once a construction site has been marked, it is the Contractor’s responsibility to maintain the markings with stakes or whiskers.

1.4 Submittal Procedures:

a. AF Form 66, Schedule of Material Submittals: An AF Form 66, listing the items of equipment and materials for which submittals are required by the specifications, is provided for the Contractor’s use. The Contractor shall complete the column “Required Submission Date” and submit to the Contracting Officer for approval within 10 calendar days after Notice to Proceed. The approved submittal register will become the scheduling document and will be used to control submittals throughout the life of the contract. During construction, it may be discovered that this list was not all-inclusive and that additional submittals may be required from and shall be submitted by the Contractor, as directed by the Contracting Officer.

b. AF Form 3000, Material Approval Submittal:

1. The AF Form 3000 shall be used for submitting both Government-approved and information-only submittals in accordance with the instructions on the reverse side of the form. The Contracting Officer shall furnish these forms to the Contractor. This form shall be properly completed by filling out the heading blanks and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the information submitted for each item(s).

2. The Contractor shall forward all material submittals required by the technical specifications using the AF Form 3000 as stated in paragraph b1 above. The Contractor provides the submittals in the number of copies as specified on the AF Form 66 and one original of the completed AF Form 3000 to the Contracting Officer no later than the required submission date specified on the AF Form 66 or 10 calendar days from the Notice to Proceed, whichever is later.

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

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

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

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

f. The Contractor, as part of the bid price, shall have a Government-approved, independent, commercial, testing laboratory perform all sampling and testing as called for in these specifications. Test reports shall be properly sealed by a professional engineer.

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1.5 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 Contracting Officer within 48 hours of discovery of the condition(s); and request clarification from the Contracting Officer before commencing work.

c. If site conditions are discovered by the Contractor during the construction which conflict with the Contract Documents, and which affect either a portion of the current construction, or which will substantially affect the construction as designed and depicted in the Contract Documents, identify and explain the condition(s) in writing to the Contracting Officer within 48 hours of discovery of the condition(s); and request clarification from the Contracting Officer before proceeding. All such requests for information shall completely address aspects of the condition, including but not limited to, engineering judgments and engineered solutions, possible costs or deductions, and time extensions.

d. If site conditions or defects are discovered during the construction, by the Contracting Officer or the Contracting Officer’s designated representative, which are the result of the Contractor’s inadequate quality control or substandard workmanship, whether by the Contractor or a subcontractor, which conflict with the Contract Documents, and which affect either a portion of the current construction, or which will substantially affect the construction as designed and depicted in the Contract Documents, the Contracting Officer may direct the Contractor to identify and explain the condition(s) or defect(s) in writing to the Contracting Officer within 48 hours of discovery of the condition(s). In all such instances, the Contractor shall present viable options to correct the condition or defect, completely addressing aspects of the condition, including but not limited to, engineering judgments and engineered solutions, possible costs or deductions, and time extensions. The Contracting Officer will then review and approve an option for use by the Contractor. The Contractor shall not proceed with the work until receiving the written permission from the Contracting Officer.

e. The Contractor shall comply fully with manufacturer's instructions, including each step in sequence.

If such instructions conflict with the Contract Documents, identify and explain the conflict in writing to the Contracting Officer within 48 hours of discovery of the conflict; and request clarification from the Contracting Officer before proceeding.

f. Testing: The Contractor shall provide samples and test results as required by the Contract Documents. Test reports shall be properly sealed by an independent professional engineer.

g. Cleanup: The Contractor shall keep the work area and surrounding surfaces clean and orderly.

Remove any Contractor-caused residue, dirt, or markings immediately upon completion of the work involved. Clean site daily.

h. Exterior surfaces including but not limited to Portland cement concrete, asphalt pavements, and gravel and interior surfaces including but not limited to carpet, tile, ceiling tiles, and gypsum board damaged by construction work or the Contractor’s operations, shall be replaced with materials consistent in quality and workmanship to match existing.

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

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

1.6 Experience Requirement: Not Used.

2. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

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2.1 Traffic Regulation:

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

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

2. Minimize interference with the flow of traffic. At no time may access to any facility be prevented.

b. Haul routes: As directed by the Contracting Officer. The haul route shall enter and exit through the Swan Road gate, and travel to and from the project site by the most direct route.

1. Immediately clean up any material spilled along the haul route. This shall include clean up of mud tracked on the road by the Contractor’s equipment.

2. For any spill of hazardous material on base, immediately notify the base fire department at 911.

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

c. Access: Contractor shall maintain access to the base work site at all times. The Contractor is to perform his work with a minimum of interference to the flow of traffic.

2.2 Safety:

a. Comply with the Corps of Engineers Manual on General Safety Requirements, EM 385-1-1;

Occupational Safety and Health Act (OSHA), Public Law 91-596; and AFI 91-301, Air Force Occupational Safety, Fire Prevention, and Health (AFOSH) Program.

b. Use of flammable adhesives or other similar flammable materials will be in strict accordance with manufacturer's instructions and the Contractor shall take all necessary safety and fire prevention steps to supervise and assure safe execution of work on the contract. This paragraph is applicable to adhesive materials or any other material involving flammable characteristics.

2.3 Blasting: No blasting will be permitted.

2.4 Grade Control: Not used.

2.5 Environmental Control:

a. The Contractor shall be required meet or exceed the requirements and compliances of the 355 CES/CEAN, Civilian Contractor Environmental Guide dated 15 Aug 2006.

b. Obtain permits from the Pima County Department of Environmental Quality, 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 Contracting Officer prior to beginning construction. All permit costs shall be considered as having been included as a factor in the Contractor's bid price.

c. For projects involving asbestos abatement, complete standard "Notification of Demolition or Renovation" forms and submit to PCDEQ and other required agencies. These forms shall be included as a submittal on the AF Form 66, Schedule of Material Submittals. Submit copies of forms to the Contracting Officer prior to beginning construction.

d. Contractor shall comply with State of Arizona Storm Water Pollution Prevention Plan requirements and submit an approved SWPPP to the Contracting Officer for all work that meets minimum disturbance requirements as set forth by the Arizona Department of Environmental Quality (ADEQ). Treat areas subject to dust-producing activities with liquid palliatives which will not harm regrowth of vegetation, or other such method of dust control which complies with PCAQCD regulations.

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

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

01010-5 and non-hazardous materials in accordance with applicable federal, state, and local laws, ordinances, or other rulings having the effect of law, including but not limited to the items listed below. In addition, the Contractor shall obtain proper disposal manifests for both hazardous and regulated materials, and for non-hazardous or non-regulated materials, and submit these manifests to the Contracting Officer. These manifests shall be included as a submittal on the AF Form 66, Schedule of Material Submittals. Submit original manifest—with original signature of the Contractor’s superintendent or authorized representative attesting to the validity of the manifest—to the Contracting Officer within 3 calendar days of disposal. All handling, transporting, and disposal costs shall be considered as having been included as a factor in the Contractor's bid price. Any questions regarding proper handling or disposal of hazardous or non-hazardous materials may be directed through the Contracting Officer to the Environmental Quality Flight at 228-4829.

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)

g. Asbestos Abatement: The Contractor shall be responsible for all abatement and reporting requirements of the 355 CEV-published Civilian Contractor Environmental Guide.

h. Provide the Contracting Officer with a chemical inventory and an estimated quantity to be used, prior to bringing hazardous materials on the base. A copy of same shall be provided to and maintained by Bioenvironmental Engineering. An additional copy of the chemical inventory and appropriate MSDS’s shall be provided to 355 CES/CEVC. These requirements shall be included as a submittal on the AF Form 66, Schedule of Material Submittals.

i. All radioactive material or equipment using radioactive material must be approved for use prior to bringing it on the base. The written request for approval, along with a copy of the permit for the source and a brief description of the intended activities, shall be submitted to the base Bioenvironmental Engineering Flight through the Contracting Officer 30 calendar days prior to the Contractor’s use. No work involving radioactive materials may proceed until receipt of the approved request. This requirement shall be included as a submittal on the AF Form 66, Schedule of Material Submittals.

j. Any items containing radioactive material, especially radioluminescent exit signs, discovered while performing maintenance, repair, alteration or renovation activities, shall be turned in by the Contractor through the Contracting Officer to 355 CES/CEO for proper disposal.

k. The Contractor will 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.

l. Lead in liquid paints or coatings shall be restricted to no more than 0.06 per cent lead by weight of the non-volatile solids for use in or on all base facilities [Part 35 of 24 CFR].

2.6 Security:

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

b. All passes issued must be returned to the Contracting Officer upon termination of the employee or completion of the project, whichever is sooner.

2.7 Project Identification Sign: Not used.

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2.8. Project Progress Photographs: Not used.

2.9. Fenced Contractor’s and Storage Yards: The Contractor shall install and maintain a temporary, fenced Contractor’s yard (in the base’s Contractor’s area) and a temporary, fenced storage yard (near the project site if approved) in locations designated by the Contracting Officer. The temporary fencing shall be of sufficient strength and height to minimize and restrict entry by unauthorized personnel. The temporary fencing shall be provided with visual screening for the full height and length, using tan-colored screening or a similar color selected and approved by the Contracting Officer. The temporary fencing and screening shall remain in place and be maintained for the life of this contract.

2.10. Material Handling and Storage:

a. Handle, store, and protect all products in accordance with manufacturer's instructions.

b. At the end of each work day, park and store all equipment and materials in the location designated by the Contracting Officer.

3. PROJECT CLOSE-OUT

3.1 Pre-Inspection Final Cleaning:

a. Clean all surfaces exposed to view.

b. Polish transparent and glossy surfaces.

c. Clean equipment and fixtures.

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

e. Remove temporary labels.

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

3.2 Record Disks, Documents, and Disks:

3.2.1. Provide construction deliverables as defined in the Design Compatibility Guidelines and in this Section.

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

a. Record As-built Drawings. Standard drafting practices shall be used to represent changes and shall include supplemental notes, legends, details and dimensions as required to show actual "as-built" construction. Submit to the Contracting Officer one full-size and one half-size sets of high-quality bond drawings, clearly and legibly marked “AS-BUILT DRAWINGS” in large print at the bottom right corner of each drawing sheet above the title block.

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

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

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

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

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

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

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

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

2. DD Form 1354 Checklist.

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

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

1. Reference information to be included, as applicable:

a. Table of contents.

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

c. Significant design criteria.

d. Shop drawings and product data.

e. Air and water balance reports.

f. Certificates.

g. Copies of warranties.

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

a. List of equipment.

b. Parts list for each component.

c. Operating instructions.

d. Maintenance and troubleshooting instructions.

e. Repair and assembly/disassembly instructions.

f. Calibration requirements.

3.3 Field Instructions: Prior to final inspection, provide competent instruction, using the manuals described above, to the Government in the operation and maintenance of the building systems and equipment, including but not limited to all mechanical and electrical systems and equipment.

End of Section 01010

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SECTION 01011 - DESIGN REQUIREMENTS

1. PROJECT DESCRIPTION.

1.1. General. This request for proposal (RFP) provides

for the repair of Facility 3219. Contractor will replace all the sprinkler heads in Fac 3219 and repair and bring the fire riser up to code and in compliance with the Davis-Monthan Design Compatibility Guidelines.

1.2. Location. The project site is located on the

southwest side of Craycroft Rd and Ironwood St Intersection, Davis-Monthan Air Force Base (Tucson), Arizona. The base-approved Location and Site Plans may be made available to the Contractor upon request.

1.3. Project Programming. Government programming

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

1.4 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.

1.4.1. Sustainable principles, to include Life Cycle cost-effective practices, will be integrated into the design, development, and construction of the project in accordance with UFC 1‐200‐02. This includes preparation of a lifecycle cost analysis for energy consuming systems, renewable energy generating systems, whenever life‐cycle cost effective is selected as the reason any requirement of UFC 1‐200‐02 is partially compliant or not applicable.

This project will comply with DoD Antiterrorism/Force Protection requirements per UFC 4‐010‐01.

1.4.2. The site and common public spaces shall be fully accessible to physically disabled persons and shall conform to the Americans with Disabilities Act (ADA) and Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities.

1.5 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.

1.5.1. 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 he item will not be considered equal and will be disapproved by the Government.

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

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

Intrusion Detection Systems - Vindicator. Fire Detection/Prevention Panels – Monaco.

Door Hardware & Lock Sets – Best (See individual parts list in base DCG).

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Electrical Metering Equipment – Ion.

Direct Digital Controls – Staefa.

1.6. Codes. The design, materials, equipment, and installation shall be in accordance with the requirements of the listed codes and design manuals, with the requirements of this section, and with the listed specifications. All references shall be assumed 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.

1.6.1. Architectural References.

• 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.

• HQ AF/A1SA directed

• 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 5200.01-V3.

1.6.2. Structural References.

• 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.

• 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.

1.6.3. Electrical References.

• ACC Architectural and Interior Design Standards.

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

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• Tucson/Pima County Outdoor Lighting Code, 1993 Edition.

• AFI 32-1063, Electric Power Systems.

• AFI 32-1065, 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).

• 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.

1.6.4. 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.

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

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

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

1.6.5. Geotechnical References.

• 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.

1.7 Field Information. The utility and as-built information provided by the government, is the best information available. It is provided to assist the Contractor during the design of this project. The Contractor is responsible for field verifying all information given. The Contractor is also responsible for obtaining all information necessary to properly design and install all work. Gathering information during design shall be coordinated through the Contracting Officer. Any survey required providing utility locations, manhole inverts, and verification of existing features shall be the responsibility of the Contractor and shall tie into the project datum.

1.8. Site Visits. The contractor shall make periodic visits to the project site during the investigative phases.

1.9. Design and Construction Schedule. The Contractor shall provide as part of their proposal construction completion schedules for the Government’s review and approval. The Government will evaluate Contractor-proposed calendar days based on the best interests of the project execution and the Government’s requirements. The performance period for the entire project may not exceed 90 calendar days. All days listed will be calendar days and include all Contractor actions such as construction, travel, mobilization, and construction material submittal periods, etc. Contractor shall submit an AF Form 66, Schedule of Material Submittals. Contractor shall be given the construction NTP, at the Contracting Officer’s discretion to begin work.

1.9.1. Following contract award, the Contractor shall finalize their proposed design and construction completionschedules. The Contractor shall prepare the schedules 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.

1.10. 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.

1.11. Project Specific Design and Construction Requirements. The Contractor shall incorporate as part of their design and include in the construction the following requirements in accordance with all regulations, requirements, and standards identified in this RFP. The following requirements provide more detail than the generic descriptions provided in Section 1.1 of this RFP; and are the minimum requirements that ultimately satisfy the User’s needs. The

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Contractor shall provide a complete and usable facility based around the User’s needs and constructed in accordance and in compliance with commercial and industry standards.

1.11.1. General Requirements.

1.11.1.1. The contractor shall replace all sprinkler heads in Fac 3219 and comply with NFPA 13 standards. All sprinklers shall be quick-response type. Pendant sprinklers shall be either recessed or concealed type. Pendant and sidewall sprinklers shall have a polished-chrome or white-enamel finish. Sprinklers located in non-air conditioned spaces shall be intermediate temperature rated unless otherwise required per NFPA 13. Sprinklers located in storage rooms shall be provided with guards. Contractor shall submit data sheets of sprinkler heads for approval prior to install.

1.11.1.2. The contractor shall modify existing fire riser to meet Design Compatibility Guidelines. The wet-pipe sprinkler system riser shall consist of a flow switch, an inspector’s test valve, pressure gauges (upstream and downstream of the backflow preventer assembly) with isolation valves, a two-way fire department connection, and a main drain (piped to the exterior). A riser check valve or an alarm check valve containing the above required components may be provided. Comply with the base-standard Fire Protection Riser detail in the base DCG.

Contractor shall submit data sheets of each component of the fire riser for approval prior to install.

1.11.1.3. Disabling the fire protection system in a facility for greater than four hours requires coordination with various base agencies, which can take 60 days or longer to obtain. Plans to disable fire protection systems must consider the required time to obtain approval.

1.11.1.4. All construction work shall be accomplished between the hours of 0630—1700, Monday through Friday, unless otherwise approved in writing by the Contracting Officer (CO).

1.11.1.5. Davis Monthan AFB is a controlled area and will require the Contractor and subcontractors to have the required badging and identification to access the base. The Contractor shall consider in their proposal the reasonable costs and effects of daily, short delays in accessing the project sites, as required by the restrictive access requirements or by local alert conditions. Government will not provide escorts for base access. The Contractor's access/haul route shall be exclusively through the Swan Gate at the northwest entrance of the Base. Hauling or receiving materials through other gates shall not be permitted.

1.11.2. Demolition Requirements.

1.11.2.1. Demolition shall be accomplished as required per the design specifications indicated in this section.

1.11.2.2. Existing material to be removed shall be inspected and evaluated for recycling or reuse. Items determined suitable for recycling or reuse shall be separated, set aside, and stored or delivered to a collection point for reuse, remanufacture, recycling, or alternative disposal. Materials shall be designated for reuse on site whenever possible. Government reserves the right to salvage material not being reused.

1.11.2.3. Where removals leave holes and damaged surfaces exposed in the finished work, patch and repair these holes and damaged surfaces to match adjacent finished surfaces, using on-site materials when available.

Where new work is to be applied to existing surfaces, perform removals and patching in a manner to produce surfaces suitable for receiving new work. Finished surfaces of patched area shall be flush with the adjacent existing surface and shall match the existing adjacent surface as closely as possible as to texture and finish.

1.11.3. Civil Requirements. Not Used

1.11.4. Landscape Requirements. Not Used.

1.11.5. Architectural Requirements. Not Used.

1.11.6. Structural Requirements. Not Used.

1.11.7. Electrical Reuirements. 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

01011-6 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. Not Used.

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

2.4. Reference Drawings Disclaimer. Not Used.

2.5. Investigation Report. Not Used.

2.6. Design Analysis. Not Used.

2.7. Contract Drawings. Not Used.

2.8. Contract Specifications. Not Used.

2.9. Construction Cost Estimate.

2.9.1. The AF Form 3052, Construction Cost Estimate, shall cover all materials, labor, equipment, and direct costs required for construction of the project.

2.9.2. For completed construction cost estimates, mark “FOR OFFICIAL USE ONLY” and the page number at the bottom of each estimate page.

2.9.3. On the first page, provide the summary information, date and signature as required by the template which may be furnished.

2.9.4. The Air Force discourages the use of contingency factors. Prepare the Construction Cost Estimate in sufficient detail to provide accurate figures.

2.10. Schedule of Material Submittals. Not Used.

2.11. Color Boards. Not Used.

2.12. Design Submittal Package Requirements. Not Used.

End of Section 01011

01011 DESIGN REQUIREMENTS - Sprinkler and Riser Replacement, Fac 3219