Attach 3 - General A-E Statement of Work.pdf

McConnell AFB

ARCHITECT-ENGINEER INVESTIGATION

& DESIGN SERVICES

General Statement of Work & Specifications

14 October 2022

TABLE OF CONTENTS

1. SCOPE

2. GENERAL

3. APPLICABLE CRITERIA

4. DRAWING AND SPECIFICATION STANDARDS

5. DESIGN SCHEDULE

6. SITE VISITS, INSPECTIONS, AND INVESTIGATIONS

7. DESIGN SUBMITTALS

GENERAL STATEMENT OF WORK

1. SCOPE

1.1. General Scope: The A-E shall perform professional architectural and engineering services such as planning, investigation, study, surveying, design, and provide labor and materials to accomplish the work specified in this contract. The A-E shall be responsible for all travel and lodging arrangements and expenses involved in the performance of work under this contract. The A-E shall furnish the Air Force with complete and usable products to include: planning documents, investigative reports, study reports, design analyses, project drawings, technical provisions (specifications), equipment layouts, cost estimates, submittal registers, quality assurance plans, construction bidding amendments (resulting from design omissions), construction contract modifications (resulting from design omissions), and other documents required under this contract to provide complete engineering services for McConnell AFB, KS.

1.2. Type of Work: Work on the project may involve any or all disciplines including, but not limited to: architectural; civil, structural, mechanical, electrical and fire protection engineering; drafting; surveying; geotechnical; hazardous materials testing, abatement and remediation; cost estimating; and computer word processing.

2. GENERAL

2.1. Standards and Codes: The project design will conform all local, State, Federal codes and regulations in addition to the codes and standards listed in the APPLICABLE CRITERIA and additional guidance of this Statement of Work. In case of conflicting criteria between any reference criteria and any government publications, the most stringent criteria will apply.

2.2. Field Measurements: The A-E Contractor shall be responsible for all field measurements to accomplish work. The contractor shall carefully examine the entire site and buildings and shall make all necessary investigations to become thoroughly aware of the existing conditions and make all necessary correction to existing drawings.

2.3. Government Documentation: Because only the A-E can be expected to know exactly which record drawings will be useful for the design, the A-E should expect to spend some time at McConnell AFB, KS locating drawings that might be needed. The A-E should not expect Government personnel to perform a drawing search for him/her. "As-builts", shop drawings, and operation and maintenance manuals that the Government may have are not guaranteed to be either accurate or complete. It shall be the A-E’s responsibility to verify any information or data that is given to them by the Government.

2.4. Warranty: The A-E shall bring any questions concerning the design to the attention of the Government during the design phase. The A-E shall verify that the final documents have been field checked to eliminate conflicts and interferences and shall provide interpretation of construction documents to clarify any omissions and/or errors to the Contracting Officer.

2.5. Discrepancies: The A-E shall be responsible for the professional quality, technical accuracy, and the coordination of all design, drawing, specification, and other services furnished by the A-E under the resulting contract. The A-E shall, without additional compensation, correct or revise any errors or deficiencies in design, drawings, specifications, and other services in a timely fashion to avoid construction delays.

2.6. Concept Limitations: General information and criteria provided to the A-E shall not prevent the A-E from suggesting or using improved methods and designs with functional or cost-saving advantages.

2.7. Energy Efficiency: The A-E shall provide life cycle cost analysis as applicable and to include energy conservation measures and payback. A-E shall provide designs that best help the Air Force meet the greenhouse gas reduction and energy efficiency goals set forth by Executive Orders 13423 and 13514.

2.8. Administration: The McConnell AFB Contracting Officer (CO) is responsible for the administration of the contract. No change shall be made in the provisions of this contract without written authorization from the CO. The Base Civil Engineer (BCE) monitors the work and services furnished, and evaluates the performance of the A-E as the Contracting Officer’s Technical Representative (COTR). The COTR is not a CO and has no authority to contractually bind the Government or modify the contract.

3. APPLICABLE CRITERIA

3.1. Applicable design and construction criteria references are listed below. Criteria shall be taken from the most current references as of the date of issue of the contract. This list is not intended to include all criteria that may apply or to restrict design and construction to only those references listed. Also, all current applicable UFC codes and regulations not specifically described under this section shall be included in the design as well.

3.2. International Code Council (ICC)

3.2.1. International Building Code (IBC)

3.2.2. Note: All references in the IBC to the International Electrical Code

(IEC) shall be considered to be references to NFPA 70.

3.2.3. Note: All references in the IBC to the International Fuel Gas Code

(IFGC) shall be considered to be references to NFPA 54 and 58.

3.2.4. Note: All references in the IBC to the International Fire Code

(IFC) shall be considered to be references to UFC 3-600-01.

3.2.5. Note: All references in the IBC to the International Mechanical Code

(IMC) shall be considered to be references to ASHRAE standards 90.1 and 62.1.

3.2.6. International Residential Code (IRC)

3.2.7. International Plumbing Code (IPC)

3.2.8. Note: All references in the IBC to the Energy Conservation Code (IEC) shall be considered to be references to Paragraph 5, Energy Conservation requirements, which reference and exceeds ASHRAE standards 90.1.

3.3. Air Conditioning and Refrigeration Institute (ARI)

3.3.1. ARI 310/380 Packaged Terminal Air-Conditioners and Heat Pumps

3.3.2. ANSI/ARI 430-99 Central Station Air Handling Units

3.3.3. ARI 440 Room Fan-Coil and Unit Ventilator

3.3.4. ARI 445 Room Air-Induction Units

3.3.5. ARI 880 Air Terminals

3.3.6. Air Movement and Control Association (AMCA) - AMCA 210 Laboratory

Methods of Testing Fans for Rating

3.4. American Architectural Manufacturers Association (AAMA)

3.4.1. AAMA 605 Voluntary Specification Performance Requirements and Test

Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels

3.4.2. AAMA 607.1 Voluntary Guide Specifications and Inspection Methods for Clear Anodic Finishes for Architectural Aluminum

3.4.3. AAMA 1503 Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors, and Glazed Wall Sections

3.5. American Association of State Highway and Transportation Officials (AASHTO)

3.5.1. Roadside Design Guide [guardrails, roadside safety devices]

3.5.2. Standard Specifications for Transportation Materials and Methods of

Sampling and Testing [Road Construction Materials]

3.5.3. Standard Specifications for Structural Supports for Highway Signs, Luminaries and Traffic Signals

3.5.4. A Policy of Geometric Design of Highways and Streets

3.5.5. Guide for Design of Pavement Structures, Volumes 1 and 2 [pavement design guide]

3.5.6. AASHTO HB-17 Standard Specifications for Highway Bridges

3.6. American Bearing Manufacturers Association (AFBMA)

3.6.1. AFBMA Std. 9 Load Ratings and Fatigue Life for Ball Bearings

3.6.2. AFBMA Std. 11 Load Ratings and Fatigue Life for Roller Bearings

3.6.3. American Boiler Manufacturers Association (ABMA) - ABMA ISEI

Industry Standards and Engineering Information

3.7. American Concrete Institute

3.7.1. ACI 318, Building Code Requirements for Structural Concrete

3.7.2. ACI 315, Details and Detailing of Concrete Reinforcement

3.7.3. ACI 530, Building Code Requirements for Masonry Structures

3.8. American National Standards Institute 11 (ANSI)

3.8.1. ANSI Z21.10.1 Gas Water Heaters Vol. I, Storage water Heaters with

Input Ratings of 75,000 Btu per Hour or less

3.8.2. ANSI Z124.3 American National Standard for Plastic Lavatories

3.8.3. ANSI Z124.6 Plastic Sinks

3.8.4. ANSI Z21.45 Flexible Connectors of Other Than All-Metal

Construction for Gas Appliances

3.8.5. ANSI C2 National Electrical Safety Code

3.8.6. ANSI/AF&PA NDS-2001 National Design Specification for Wood

Construction

3.8.7. ANSI 358.1 Emergency Eyewash and Shower Equipment

3.9. American Society of Civil Engineers (ASCE)

3.9.1. ASCE 7 Minimum Design Loads for Buildings and Other Structures -

3.9.2. ASCE Manuals and Reports on Engineering Practice - No. 37 Design and

Construction of Sanitary and Storm Sewers [sanitary sewer and storm drain design criteria]

3.10. American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE)

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

3.10.2. ASHRAE Guideline 1-1996, The HVAC Commissioning Process

3.10.3. ASHRAE Handbook-IP Handbook, Fundamentals I-P Edition

3.10.4. ASHRAE Standard 15 Safety Standard for Refrigeration Systems

3.10.5. ASHRAE Standard 62.1 Ventilation for Acceptable Indoor Air Quality

3.10.6. ASHRAE Standard 189.1 Standard for the design of High

Performance Green Buildings

3.11. American Society of Mechanical Engineers International (ASME)

3.11.1. ASME BPVC SEC VII Boiler and Pressure Vessel Code: Section VII

Recommended Guidelines for the Care of Power Boilers

3.11.2. ASME A17.1 Safety Code for Elevators and Escalators

3.12. American Institute of Steel Construction, Steel Construction Manual, 13th Edition

3.13. American Iron and Steel Institute, North American Specification for the Design of Cold

Formed Steel Structural Members AISI/COS NASPEC 2001

3.14. American Water Works Association (AWWA) - AWWA Standards [standards for water line materials and construction]

3.15. American Welding Society, Structural Welding Code, AWS D1.1

3.16. Architectural Woodwork Institute (AWI) - AWI Quality Standards 7th Edition, Version

1.2

3.17. Associated Air Balance Council (AABC)

3.17.1. AABC MN-I National Standards for Testing and Balancing Heating, Ventilating, and Air Conditioning Systems

3.17.2. AABC Associated Air Balance Council Testing and Balance Procedures

3.18. American Society for Testing and Materials International

3.18.1. ASTM E413-04 Classification for Rating Sound Insulation

3.18.2. ASTM C1060-90(1997) Standard Practice for Thermographic

Inspection of Insulation Installations in Envelope Cavities of Frame Buildings

3.18.3. ASTM E 779 (2003) Standard Test Method for Determining Air Leakage Rate by Fan Pressurization

3.18.4. ASTM E1827-96 (2002) Standard Test Methods for Determining Airtightness of Buildings Using an Orifice Blower Door

3.18.5. Builders Hardware Manufacturers Association (BHMA) - ANSI/BHMA

AI56.4

3.18.6. American National Standards for Door Controls - Closers ...

3.18.7. ASTM F 2656 (2007) Standard Test Method for Vehicle Crash Testing of

Perimeter Barriers

3.19. Code of Federal Regulations (CFR)

3.19.1. 49 CFR 192 Transportation of Natural and Other Gas by Pipeline: Minimum

Federal Safety Standards

3.19.2. 10 CFR 430 Energy Conservation Program for Consumer Products

3.20. Consumer Electronics Association

3.20.1. CEA 709.1B Control Network Protocol Specification

3.20.2. CEA 709.3 Free-Topology Twisted-Pair Channel Specification

3.20.3. CEA 852 Tunneling Component Network Protocols Over Internet Protocol

Channels

3.21. Electronic Industries Association (EIA)

3.21.1. EIA/TIA 568-B Commercial Building Telecommunications Cabling

Standards

3.21.2. EIA/TIA 569-A Commercial Building Standard for Telecommunications

Pathways and Spaces

3.21.3. EIA/TIA 607 Commercial Building Grounding and Bonding

Requirements for Telecommunications

3.22. Federal Highway Administration (FHWA) - Manual on Uniform Traffic Control Devices for Streets and Highways [signage and pavement markings for streets and highways]

3.23. FEMA 361, Design and Construction Guidance for Community Shelters, July 2000

3.24. U.S. Architectural and Transportation Barriers Compliance Board

3.25. ADA Standards for Accessible Design 928 CFR Part 36)

3.26. Illuminating Engineering Society of North America (IESNA)

3.26.1.1. IESNA RP-1 Office Lighting

3.26.1.2. IESNA RP-8 Roadway Lighting

3.26.1.3. IESNA Lighting Handbook, Reference and Application

3.26.2. Institute of Electrical and Electronics Engineers Inc. (IEEE) Standard for

Use of the International System of Units (SI): the Modem Metric System

3.26.3. ISO - International Organization for Standardization - ISO 6781:1983 Qualitative detection of thermal irregularities in building envelopes -infrared method

3.26.4. A collection of BIBB’s determining minimum BACnet capabilities of a device, defined in ASHRAE Standard 135-2004, Annex L. Standard device profiles include BACnet Operator Workstations (B-OWS), BACnet Building Controllers (B-BC), BACnet Advanced Application Controllers (B-AAC), BACnet Application Specific Controllers (B-ASC), BACnet Smart Actuator (B-SA), and BACnet Smart Sensor (B-SS). Each device used in new construction is required to have a PICS statement listing BIBBs supported.

3.26.5. MBNA-O1 Low Rise Building Systems Manual

3.26.6. Midwest Insulation Contractors’ Association (MICA) - National

Commercial and Industrial Insulation Standard’s Manual

3.27. National Association of Corrosion Engineers International (NACE)

3.27.1. NACE RP0169 Control of External Corrosion on Underground or

Submerged Metallic Piping Systems

3.27.2. NACE RP0185 Extruded, Polyolefin Resin Coating Systems with

Adhesives for Underground or Submerged Pipe

3.27.3. NACE RP0285 Corrosion Control of Underground Storage Tank

Systems by Cathodic Protection

3.27.4. NACE RP0286 Electrical Isolation of Cathodically Protected Pipelines

3.28. National Electrical Manufacturers Association (NEMA)

3.29. National Environmental Balancing Bureau (NEBB) - NEBB Procedural Standards

Procedural Standards for Testing Adjusting Balancing of Environmental Systems

3.30. National Fire Protection Association (NFPA)

3.30.1. NFPA 10 Standard for Portable Fire Extinguishers

3.30.2. NFPA 13 Installation of Sprinkler Systems

3.30.3. NFPA 13R Residential Occupancies up to and Including Four Stories in Height Sprinkler Systems

3.30.4. NFPA 20 Installation of Centrifugal Fire Pumps

3.30.5. NFPA 24 Standard for the Installation of Private Fire Service Mains and Their Appurtenances [underground fire protection system design]

3.30.6. NFPA 30 Flammable and Combustible Liquids Code

3.30.7. NFPA 30A Motor Fuel Dispensing Facilities and Repair Garages

3.30.8. NFPA 31 Installation of Oil Burning Equipment

3.30.9. NFPA 54 National Fuel Gas Code

3.30.10. NFPA 58 Liquefied Petroleum Gas Code

3.30.11. NFPA 70 National Electrical Code

3.30.12. NFPA 72 National Fire Alarm Code

3.30.13. NFPA 80 Standard for Fire Doors and Fire Windows

3.30.14. NFPA 90a Installation of Air Conditioning and Ventilating Systems

3.30.15. NFPA 96 Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations

3.30.16. NFPA 101: Life Safety Code

3.30.17. NFPA 780 Standard for the Installation of Lightning Protection Systems

3.31. National Roofing Contractors Association

3.31.1. NRCA Roofing and Waterproofing Manual

3.32. Occupational Safety and Health Administration (OSHA)

3.32.1. OSHA Construction Industry Standards, Title 29, Code of Federal

Regulations, Part 1926, Safety and Health Regulations for Construction

3.33. Plumbing and Drainage Institute (PDI)

3.33.1. PDI G 101 Testing and Rating Procedure for Grease Interceptors with

Appendix of Sizing and Installation Data

3.33.2. PDI WH201 Water Hammer Arrestors

3.33.3. Precast Concrete Institute - PCI Design Handbook - Precast and Prestressed

Concrete

3.33.4. Sheet Metal and Air Conditioning Contractor's National Association

(SMACNA)

3.33.4.1. SMACNA HVAC Duct Construction Standards HVAC Duct Construction

Standards – Metal and Flexible

3.33.4.2. SMACNA Architectural Manual Architectural Sheet Metal Manual

3.33.4.3. SMACNA HVAC TAB HVAC Systems - Testing, Adjusting and

Balancing

3.33.5. State Department of Transportation Standard Specifications for Highway and Bridge Construction

3.33.6. State/Local Sedimentation and Erosion Control Design Requirements

3.33.7. State/Local Environmental Control Requirements

3.33.8. State/Local Storm Water Management Requirements

3.33.9. Steel Door Institute (SDI) - ANSI A250.8/SDI 100 Standard Steel Doors and

Frames

3.33.10. Steel Deck Institute, SDI Diaphragm Design Manual

3.33.11. Steel Joist Institute, 41st Edition Catalog of Standard Specifications and

Load Tables for Steel Joists and Joist Girders

3.33.12. UNDERWRITERS LABORATORIES (UL)

3.33.12.1. UL 96A Installation Requirements for Lightning Protection Systems

3.33.12.2. UL 300 Standard for Safety for Fire Testing of Fire Extinguishing

Systems for Protection of Restaurant Cooking Areas

3.33.12.3. UL 486A-486B Standard for Wire Connectors

3.33.13. U.S. GREEN BUILDING COUNCIL (USGBC)

3.33.13.1. LEED-NC Green Building Rating System for New Construction & Major

Renovations, Version 2009

3.33.13.2. Application Guide for Multiple Buildings and On-Campus Building

Projects

3.34. UFC REQUIREMENTS

3.34.1. UFC 1-200-01 General Building Requirements, with Change 2 08-16-

2010 and all cross referenced UFC’s contained within UFC 1-200-01.

3.34.2. UFC 3-120-01 Design: Sign Standards

3.34.3. UFC 3-250-03 Standard Practice Manual for Flexible Pavements

3.34.4. UFC 3-250-04FA Standard Practice for Concrete Pavements

3.34.5. UFC 3-250-08FA Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements

3.34.6. UFC 3-260-01 - Airfield and Heliport Planning and Design

3.34.7. UFC 3-600-01 Fire Protection Engineering for Facilities

3.34.8. UFC 3-501-01 Electrical Engineering

3.34.9. UFC 3-530-01 Interior and Exterior Lighting and Controls

3.34.10. UFC 3-535-01 Design Standards for Visual Air Navigation Facilities

3.34.11. UFC 3-520-01 Interior Electric Systems

3.34.12. UFC 3-550-01 Exterior Electrical Power Distribution

3.34.13. UFC 4-021-01 Design and O&M: Mass Notification Systems

3.34.14. UFC 4-021-02 Electronic Security Systems

3.34.15. UFC 4-022-01 Security Engineering: Entry Control Facilities/Access Control

Points

3.34.16. UFC 4-022-02 Selection and Application of Vehicle Barriers

3.34.17. UFC 4-022-03 Security Fences and Gates

3.34.18. UFC 4-141-04 Emergency Operations Center Planning and Design, with

Change 1

3.35. Air Force Instructions (AFI)

3.35.1. AFI 31-101 The Air Force Installation Security Program

3.35.2. AFI 31-101 AMCSUP1 The Air Force Installation Security Program

3.35.3. AFI 32-1063 – Electric Power Systems

3.35.4. AFI 32-1064 – Electrical Safe Practices

3.35.5. AFI 32-1065 – Grounding Systems

3.35.6. AFI 32-7080 Pollution Prevention Program

3.36. McConnell AFB General Requirements Specification 00 10 00

3.37. Engineering Technical Letters (ETLs): It will be the A-E’s responsibility to review all ETLs available to determine which ETLs are applicable to this project. A list of ETLs can be found at http://www.wbdg.org/ccb/AF/AFETL/etl_index.pdf. A copy of the ETL can be downloaded by typing the ETL number in the search section in the upper right-hand corner of at http://www.wbdg.org/ccb/ccb.php. Electronic copies can be provided upon request.

4. DRAWING AND SPECIFICATION STANDARDS

All final documents shall be submitted on Compact Disk with drawings in AutoCAD and Adobe Acrobat.pdf file format, specifications and design analysis in Microsoft Word and Adobe Acrobat.pdf file format and cost estimate in MCACES format. The number of Compact Disks with above information is shown in paragraph 7.1. All items that will be included in the electronic bid package shall be in Acrobat format for transmittal to bidders.

4.1. DRAWINGS:

4.1.1. The A-E shall provide all design, construction and contract drawings prepared with Computer-Aided Design Drafting (CADD) System, using the latest version of AUTOCADD.

The new work, as-built and other drawing sheets shall be produced on CADD. The A-E shall verify that all drawings and electronic deliverables for each discipline meet the Design Stage (i.e. 60%, 90%, etc) being submitted upon and meet all requirements prior to submittal to the Contracting Officer.

4.1.2. The A-E will be provided a copy of the Government’s standard title block, and a cover sheet. The government will also provide a copy of the Government’s operating instruction outlining the nomenclature for depicting sections, details, and elevations.

4.1.3. The A-E shall provide the Government original drawings that are plotted by the printer. Do not submit to the Government reproductions/copies of the original plot as a substitute for the original plot.

4.1.4. Drawings are to be accomplished by competent professional drafting personnel using the Architectural/Engineering/Construction (A/E/C) Computer-Aided Design and Drafting (CADD) Standard. These standards shall be used as a reference, and guidance shall be down loaded from the CAD/BIM Technology Center for facilities, infrastructure and environment site at https://cadbim.usace.army.mil. Architectural Graphic Standard may be used as second references. Sections, details, and pipe profiles shall be drawn in accordance with McConnell AFB standards. This link provides you with the A/E/C CAD Standards:

https://cadbimcenter.erdc.dren.mil/default.aspx?p=a&t=1&i=2

4.1.5. All site drawings shall be to scale. Site legends shall be provided for all symbols, materials, and abbreviations used on the drawings. Details, sections, profiles, and plans shall be identified and cross-referenced.

4.1.6. Prior to final submission, the A-E shall affix professional engineer seal to each of the original drawings.

4.1.7. Drawings will be in English measurements for this project.

4.1.8. The A-E shall provide CADD information in the format specified below:

4.1.9. All digital data files shall be drawn in actual size (1: 1) and in model space with borders in paper space and shall be provided in a vector format (modifiable drawings) and saved as a

DWG file using the latest version of AUTOCADD used by 22 CES at time of award.

4.1.10. CADD data shall be provided on CD-ROM with CD and container labeled with the drawing number, project number, project name, company name, and the date the CD was made. Each CD shall be in a hard plastic 13/32” thick protective rectangular container.

4.1.11. No zipped, compressed or spliced files will be accepted.

4.1.12. Electronic drawings shall include an index, specifying each alpha-numeric electronic file name as it corresponds to the sheet numbers. Electronic alpha-numeric drawing index shall be in the same order as the drawing sheet name sequence.

4.1.13. The A-E shall ensure that the drawings which use external file references (XREF’s) shall be attached without device or directory specifications.

4.1.14. After design completion and Government acceptance, the A-E shall retain a copy of a digital media (with all files included) for at least one year and on request, will provide up to 2 additional copies of each to the Government at no additional cost.

4.2. SPECIFICATIONS:

Specifications included in SOW and additional Specifications added by the A-E designer, including all technical and special conditions, shall be based on Unified Facilities Guide Specifications (UFGS) and modified for Air Force construction and shall be prepared by the A-E to meet government standards. As part of the design the A-E shall add all relative Unified Facilities Guide Specifications (UFGS) applicable to the work being performed and edited appropriately specific to each Design at all Design Stages. Unedited specifications will not be accepted. The Unified Facilities Guide Specifications (UFGS) are published only in electronic format and are intended to be used with SpecsIntact software. There will be no exceptions to using the UFGS Specification format.

4.2.1. The A-E shall provide cut-sheets to the Base Civil Engineer for all brand name descriptions for use during the submittal stage. All materials, components, and equipment shall be specified for approval by the Contracting Officer.

4.3. DESIGN ANALYSIS: The design analysis is a written explanation of the project design and is expanded and revised for each submission. The design analysis shall contain a summary of the criteria for and the history of the project design, including criteria designated by the customer, letters, codes, references, conference minutes, and pertinent research. The justification for each major selection and design decision shall be clearly stated. Design calculations, computerized and manual, shall be included in the design analysis in digital format. Narrative descriptions of design solutions shall also be included. Diagrams and sketches to convey design concepts may be provided to illustrate all written material. Design phase review comments and the specific actions (annotations) taken in response to each comment from the preceding design phase review shall be included with each submission of the design analysis. A separate section with pertinent notes to the Engineering Flight Chief shall also be included. Design analysis shall be bound on 8½” x 11” paper arranged by discipline and support all design decisions made throughout the design. The design analysis shall include calculations, material cut sheets, explanations of any options considered, an itemized bid schedule, and an estimated construction time period. The design analysis will also contain previous review comments annotated with action taken and a listing of any outstanding issues requiring resolution, each as a separate section, bound on 8½” x 11” paper, arranged by discipline and specification section.

4.4. CONSTRUCTION ESTIMATE: The Construction Estimate shall be produced using

MCACES.

4.5. OWNERSHIP:

4.5.1. The Government's rights to ownership of the digital data and other deliverables developed by the Architect-Engineer under this contract shall be unlimited. The Government has the right to unrestricted ownership to all data, designs, and materials.

4.5.2. The Government, for itself and such others as it deems appropriate, will have unlimited rights to all information and materials developed under this contract and provided to the Government and documentation thereof, reports and listings, and all other items pertaining to the work and services pursuant to this agreement. Unlimited rights under this contract are rights to use, duplicate, disclose data, and revise any information, in whole or in part in any manner and for any purpose whatsoever without compensation to or approval from the A-E.

Reference DFARS 252.227-7022 and 252.227-7033 for other details.

5. DESIGN SCHEDULE

5.1. The work, design, and other related data and services required in accordance with the contract shall be accomplished to produce a finished construction project within the contracted awarded cost and project scope stated in this SOW. See paragraph 7.1 for a submittal delivery chart. Percentages below apply to the completed design package. The Government reserves the right to disapprove any submittal if the submittal is not complete in accordance with this Statement of Work, and the A-E will be required to resubmit the complete submittal package.

ITEM DELIVERY REVIEW PERIOD

30% design submittal See individual task order for number of days after NTP See task order 60% design submittal See TO for number of days after 30% review conference See task order 90% design submittal See TO for number of days after 60% review conference See task order

100% NFC design submittal

See TO for number of days after 90% review conference See task order

100% IFC design submittal

See TO for number of days after 100% NFC review conference

See task order

5.2. ARCHITECT-ENGINEER SERVICE: Plans and calculations shall be submitted for Government review and approval.

5.2.1. CONCEPT DESIGN (30%): This submittal represents approximately 30% of the design effort and shall be of sufficient detail to show how the users' functional and technical requirements will be met, indicate the designer's approach to the solution of technical problems, show compliance with design criteria or provide justification for noncompliance. The Concept Design consists of:

5.2.1.1. Design Analysis

5.2.1.1.1. Design narrative, and design calculations for all disciplines.

5.2.1.1.2. Intended (outline) specifications list.

5.2.1.1.3. Environmental permitting memorandums

5.2.1.2. Concept drawings.

5.2.1.3. Required information and data for each required permit.

5.2.2. INTERIM DESIGN (60%): This submittal is intended to ensure that the drawings, design analysis, specifications are proceeding in a timely manner and that the design criteria and previous review comments are being correctly interpreted. Redlined marked up specifications will be submitted at this design phase. The Interim Design shall consist of:

5.2.2.1. Design Analysis developed to approximately 60% completion.

5.2.2.2. Approximately 60% complete drawings including those addressing construction phasing.

5.2.2.3. Redlined marked up specifications.

5.2.2.4. Annotated Concept review comments.

5.2.2.5. Completed permit applications.

5.2.2.6. The A-E shall submit the Interim Design package based on the Statement of Work (SOW) for each task order. All site inspections must be coordinated ahead of time through the Contracting Officer. The 60% design shall contain all items listed in paragraph 7.1.

5.2.3. FINAL DESIGN (90%): This submittal represents a 90% complete design with the exception of the incorporation of any review comments resulting from the review of the 90% submittal. The Final Design shall consist of: Design Analysis with all items 100% complete. It shall include all backup material previously submitted and revised, as necessary, all design calculations, all explanatory material giving the design rationale for any design decisions which would not be obvious to an engineer reviewing the Final drawings and specifications, and any information for the Project Engineer that will assist in administering the construction contract.

5.2.3.2. 100% complete drawings including those addressing project construction phasing.

5.2.3.3. Final edited specifications.

5.2.3.4. Preliminary Estimate in MCACES format

5.2.3.5. Annotated Interim review comments.

5.2.3.6. All supporting documentation required for permit application approval.

5.2.3.7. The 90% design submittals shall be in accordance with SOW paragraph 7.1, Distribution Matrix.

5.2.4. FINAL SUBMITTAL NOT FOR CONSTRUCTION (NFC) (100%):

Submittal will incorporate all changes outlined in the review comments from the finalized (90%) design. The design package will include a design analysis, drawings, final specifications, and final cost estimate in MCACES format. This submittal represents a complete design (design analysis, specifications, and drawings) including annotated design submittal review comments that answer and/or incorporate review comments resulting from the review of the Final design submittal. The 100% design shall be in accordance with paragraph, 7.1 Distribution Matrix.

5.2.5. FINAL DESIGN FOR CONSTRUCTION (100%): The contractor will provide a sealed set of drawings and specifications the government after final review and government approval of corrected 100%. The FOR CONSTRUCTION package shall be in accordance with SOW paragraph 7.1, Distribution Matrix.

5.3. INITIATION OF WORK: The A-E may not proceed or initiate any work or any succeeding design level of the work required under paragraph 5.1 prior to receipt of original Notice to Proceed, receipt of approval of the preceding design level, or receipt of a contract modification. Any work done without being directed to do so by the Contracting Officer shall be at the A-E’s own risk.

5.4. GOVERNMENT DESIGN REVIEW: The Contracting Officer or authorized representative may furnish the A-E review comments on the data submitted. The government's review is intended to be limited to functional aspects, with limited technical review of a general cursory nature only. Any review by the government of technical items shall not be construed to relieve the A-E of responsibility for technically correct and complete documents in compliance with applicable codes and industry standards. Review comments for compliance with Federal Acquisition Regulations (FAR) will also be provided by the Contracting Officer. The A-E shall comply with the review comments in the development of data for the next submittal. If any review comment requires clarification and/or amplification to assure compliance, the A-E shall notify the government contracting officer in writing via email. After each review, the A-E will be furnished one set of comments to be annotated and returned to the government. The A-E shall provide a written response to the comments within 5 business days.

5.5. SPECIAL CONDITIONS: Some work will require Flight Line Access and thus may be required to obtain a Flight Line Driver’s License.

5.6. CONSTRUCTION SCHEDULE: Not applicable

5.7. CONFERENCES AND CONFIRMATION NOTICES:

5.7.1. The A-E will be required to attend and participate in all conferences pertinent to the work under the basic contract.

5.7.2. The A-E shall provide a record of all conferences, site visits, meetings, discussions, verbal directions, telephone conversations, etc., participated in by the A-E or representatives on matters relative to the contract and the work. These records, entitled "CONFIRMATION NOTICES," shall be numbered sequentially and shall fully identify participating personnel, date and time of day, subject discussed, and any conclusions reached. The A-E shall forward to the Contracting Officer a clearly legible copy of each confirmation notice within seven calendar days of each conference and including conference records into the design analysis.

6. SITE VISITS, INSPECTIONS, AND INVESTIGATIONS

The A-E will be required to participate in a pre-design site visit conference to further define the scope of the project under contract. All items discussed will be recorded in accordance with the requirement for Confirmation Notices.

7. DESIGN SUBMITTALS

6.1. A dated submittal letter shall be provided with each design submittal to the Contracting Officer and the number of submittal sets shall be as noted below:

OFFICE 30% & 60% DESIGN 90% & 100% NFC 100% FOR

CONSTRUCTION

22 CONS

McConnell AFB, KS

1 Half Size Drawings 1 Design Analysis 1 Specifications

1 CD ROM(1)

1 Half Size Drawings 1 Design Analysis 1 Specifications 1 Estimate

(MCACES)

1 CD ROM(1)

1 Half Size Drawings 1 Design Analysis 1 Specifications

1 CD ROM(2)

22 CES/CEP

McConnell AFB, KS

3 Half Size Drawings 3 Design Analysis 3 Specifications

1 CD ROM(1)

3 Half Size Drawings 3 Design Analysis 3 Specifications 1 Estimate

(MCACES)

1 Full Size Drawings

1 CD ROM(1)

3 Half Size Drawings 3 Design Analysis 3 Specifications

1 CD ROM(2)

(1) CD ROM containing Drawings (.dwg & .pdf ), Design Analysis (.pdf ), Edited Specifications (.pdf doc), Schedule of Material Submittals(.xls)

(2) CD ROM containing Sealed Drawings and Specifications (.pdf & .dwg), Sealed Design Analysis (.pdf & .doc), Sealed Specifications (.pdf & .doc), Schedule of Material Submittals (.xls)

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