2012 MATOC Atch 1 MATOC Specs Rev 3 May 12.pdf

FA4620-12-R-B002

Attachment 1

MULTIPLE AWARD TASK ORDER CONTRACT (MATOC)

Fairchild Air Force Base, Washington

MATOC SPECIFICATION

GENERAL CONTRACT PROVISIONS

3 May 2012

SECTION DESCRIPTION PAGES

01000 GENERAL CONTRACT REQUIREMENTS 01000-1 thru 01000-4

01100 GENERAL SITE REQUIREMENTS 01100-1 thru 01100-2

01200 ENVIRONMENTAL CONTROLS 01200-1 thru 01200-3

01300 GENERAL DESIGN REQUIREMENTS 01300-1 thru 01300-8

01400 GREEN PROCUREMENT 01400-1

01500 TASK ORDER CLOSE OUT 01500-1 thru 01500-2

01600 MATERIAL AND EQUIPMENT 01600-1

01700 CONTRACTOR’S QUALITY CONTROL 01700-1 thru 01700-5

SECTION 01000

GENERAL CONTRACT REQUIREMENTS

01000-1

1. Contract Description: The Multiple Award Task Order Contract (MATOC) is an Indefinite- Delivery, Indefinite-Quantity (IDIQ) contracting program that supplements the Air Force Civil Engineer’s (CE) in-house capability to perform minor construction, facility repair, and real property maintenance projects on an as needed basis. This requirement is geared towards repair/maintenance projects typically ranging from $2,500 to $650,000. The contractor shall provide all material, equipment, labor and general conditions to accomplish “non-complex” and/or “simple” design, maintenance, repair, and minor construction projects in an expeditious manner. The work may include facility upgrades, utility work, airfield pavement, roads, roofs and other assorted repair and maintenance projects. The construction work includes tasks in various trades such as carpentry, asbestos abatement/removal, demolition, mechanical, electrical, plumbing, concrete masonry, welding, and paving. Design as used in this acquisition means project estimating and preparation of minimal designs. All construction/Design should be in compliance with the current Base Design Standards.

1.1. Design Build: MATOC Contractor shall develop project design documentation including drawings, Scope of Work, cost estimate broken out by CSI division and submittals representative of up to a 35% design effort (as identified within each Task Order). Upon completion of design, and upon acceptance by the Government, construction execution shall commence and be completed in accordance with Task Order requirements.

1.2. Construction Only: MATOC Contractor shall be provided a completed design document drawings, Scope of Work and available specifications to initiate and complete construction execution in accordance with Task Order requirements. The MATOC contractor will then develop a cost broken out by CSI division and a schedule to complete project.

2. Contract Requirements: The contractor shall furnish all personnel, labor, equipment, tools, materials, supervision, and other items and services necessary to design, manage, and accomplish a broad range of repair, alteration, and/or new construction work on various real property facilities. The projects will include tasks in a variety of trades such as demolition, site work, excavation, cast-in-place concrete, masonry, structural steel, electrical, mechanical (including HVAC), painting, carpentry, roofing, millwork, road repair, and other specialty and general contracting work.

3. Contractor Organization: The contractor shall have available a design and construction staff to respond to the requirements of this multi-discipline MATOC type contract. The contractor’s organizational approach shall integrate with this staff to provide project management, project design/engineering, on-site superintendence, quality control and administration.

4. Ordering Procedures: As the need arises for performance under the terms of this contract, the Contracting Officer or authorized representative will issue a ‘Task Order Request for Proposal’ (TORFP) providing a synopsis of the proposed project requirements, define the government evaluation method(s) to be used for subsequent award of Task Order, and establish the date, time and location of the pre-proposal site visit.

01000-2

4.1. Normal Response Requirements: If the requirement is determined to be a normal response requirement by the CO, the contractor shall submit a Task Order Proposal to fulfill the requirement within a maximum of fourteen (14) calendar days from written notification. Additional time may be allowed at the discretion of the Contracting Officer.

4.2. Quick Response Requirements: If the requirement is determined to be a quick response requirement by the CO, the contractor shall submit a Task Order Proposal to fulfill the requirement within a maximum of seven (7) calendar days from written notification

4.3. During this period, a site visit with the contractor, CES MATOC technical representative, and the contracting officer’s representative shall take place to clarify the scope of the requirement and verify the existing conditions. The contractors shall email detailed site visit questions to the contracting officer within one (1) work day following the site visit. The contracting officer will provide a finalized scope of work by Amendment to the TORFP within two (2) business days following submission of the site visit questions; unless determined otherwise by the Contracting Officer.

5. Project Locations: The contractor shall accomplish all work under this contract at Fairchild AFB, Washington and at the following remote locations in accordance with each Task Order.

5.1. The 336th Combat Crew Training Wing (CCTW)

5.2. Survival School Command Past areas (Tacoma and Ruby Creek) in Cusick, WA

5.3. Joint Personnel Recovery Agency (JPRA)

5.4. Fairchild Recreational Area at Clear Lake

5.5. Fort Wright Wells and Geiger Reservoir

6. Standard Working Hours: See Base Design Standards.

7. Material Submittals: Upon issuance of a Task Order, the Contractor shall submit work plans, material submittal register, samples, brochures, manufacturers data, product data sheets, shop drawings and/or certificates of materials (relative to the construction execution) to the Contracting Officer for approval prior to their installation within the project, in accordance with Base Design Standards /specifications and Task Order Requirements. If the material submittals provided are in variance from the Base Design Standards, the Contractor shall describe such variations in writing at the time of submission and request a variance from the design criteria in accordance with the terms and conditions of the contract.

Failure to provide such notification will not relieve the Contractor from his responsibility of meeting the design criteria and/or contract specifications regardless of whether or not the submittal is approved by the Government. Material submittals shall be as specified under each specification section and be submitted as electronic copy unless otherwise indicated.

All the material submittals as indicated in the applicable specification section shall be submitted at the same time. If the submittal requirement is listed on the drawings, all material submittals of like work shall be submitted simultaneously and with all corresponding specification sections. A system of standard submittals for each contractor will be used to

01000-3 minimize the submittal requirement. Failure to submit all material submittals associated with an individual specification section at the same time will be cause for rejection.

8. Project Status Updates: The contractor is required to provide weekly project status updates for all active projects. This meeting is to include staff from CES, Contracting Officials, and the Contractor. It will include any pertinent information regarding projects and provide a current percentage of completion for active construction projects.

9. Project Schedule: The proposed schedule must breakdown the project into distinct tasks, show which tasks will be accomplished simultaneously, and indicate the critical path. The purpose of the proposed project schedule is to aid in the determination of the construction period.

10. Project Coordination: The contractor shall coordinate all work schedules with the contracting officer (CO) or designated representative and CES MATOC PM prior to the start of work

10.1. Interruption of Work: If it becomes necessary to interrupt work activities in buildings and/or areas for construction purposes (except as otherwise described in the task order), the contractor shall request permission, in writing, from the CO fourteen (14) working days in advance. The contractor shall submit written requests for approved street closings fourteen (14) working days prior to closing of the street.

10.2. Paving, Fencing, and Painting: Prior to start of any paving, fencing, or painting under this contract, the contractor shall coordinate start and completion dates in writing with the CO five (5) working days prior to the scheduled start date.

10.3. Temporary construction: Any contractor installed temporary construction intended to prevent interruption of normal work activity or loss of utility services is subject to approval of the Base Civil Engineer through the CO.

10.4. Special Projects.

10.4.1. Medical Facilities. The contractor shall coordinate all work in medical facilities through the CES MATOCMatoc PM/CM with hospital staff liaisons to minimize interruption of service.

End of Section

SECTION 01100

GENERAL SITE REQUIREMENTS

01100-1

1. Coordination and Access to Site: Coordination with affected facility occupants (Using Agency) shall be made through the Contracting Officer (CO) to assist the Contractor in completing the work with a minimum of interference and inconvenience. Upon award of basic contract, long-term passes shall be issued which will allow all contractor-controlled vehicles to access the Base in accordance with local procedures.

2. FPCON Restrictions: Access to Base may be restricted dependent upon the established ‘FPCON’ level at any time during the execution of the Task Order. Contractor shall be issued badge and vehicle pass allowing unrestricted access to the Base throughout FPCON levels ‘A’ and ‘B’. Increased FPCON levels approaching ‘C’ and/or ‘D’ shall be more restrictive, requiring further confirmation of current security requirements as provided by Contracting Officer.

3. Work Layout and Site Management: The Contractor shall coordinate the proposed layout of the work with the MATOC PM and submit various site plans, field office requirements, dust control plans, and proposed storage areas in accordance with the project requirements associated with each Task Order.

3.1. Administrative Field Offices and Material Storage Trailers: The exterior need not comply with base standard colors; however, office and storage trailers shall be skirted, with skirting color matching body color. See FAFB BDS for more guidance.

3.2. Staging/Material Storage Area(s): The requirement for lay-down areas (staging areas) associated with a Task Order shall be dependent upon the size of project and in accordance with specific criteria as detailed in the Task Order. Prior to starting the work, the Contractor shall submit site plan to the Contracting Officer for approval, showing the layout and details of all temporary facilities planned for use on identified Task Order. The plan shall include the location of the safety and construction fences, location of all site trailers, equipment and material storage areas, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas as required by the Task Order. Site photographs prior to the start of work shall be included with the plan. At completion of work, the Contractor shall remove the facilities and restore the site to its original condition. For most construction projects, the CES MATOC PM/CM will provide the contractor with a single staging area directly adjacent the project site. A supplemental storage area will be identified as required by the detailed Task Order. All staging areas determined necessary by the detailed Task Order shall be completely screened with eight-foot high chain-link construction fencing and include visual screening with brown mesh.

3.3. All Contractor trailers, stored materials, and idle equipment shall be located in the designated staging area associated with each Task Order. The staging area shall be kept clean and orderly. Tarps are to be used, as necessary, to secure loose materials. The on-site representative of the Contracting Officer is the sole judge as to what constitutes an acceptable staging area. Dumpsters may be located outside the staging area, but must be sited as approved by the on-site representative of the Contracting Officer. Any movement of a dumpster to another area on the project site must be approved by the Contracting Officer’s representative.

SECTION 01100

GENERAL SITE REQUIREMENTS

01100-2

3.4. All items in the staging area shall be promptly removed when no longer needed or when the contract is completed.

4. Protection of Government Property: Contractor shall protect all Government property within the buildings in which he is working, except for such property as is required to be demolished. Property which is to be demolished shall be protected until its scheduled demolition time. Protection shall include, but not be limited to, protection from construction-generated dust, debris, water, and vibration.

5. Safety: All work shall be accomplished in accordance with OSHA 29 CFR 1910, OSHA 29 1926 and applicable AFOSH Standards.

6. Waste Disposal: All spoil, waste and debris removed from the work site and not specified for reuse or identified as salvageable items, shall become the responsibility of the Contractor and shall be disposed of off-base in areas authorized by the applicable county and/or state agencies and in accordance with current rules and regulations governing the disposal of solid waste. The landfills shall be certified landfills. Dump receipts shall be submitted to the Contracting Officer. Disposal of hazardous waste shall be in compliance with local, state and federal standards as further described in Section 01200 – Environmental Controls. There are no disposal or borrow pits located on Fairchild AFB.

7. Coordination, Safety and Regulatory Requirements:

7.1. Airfield Safety: The Fairchild AFB Airfield includes a Restricted Access Security Area, identified by a red boundary line and entry control points labeled “Entry Point.”

Individual Task Orders will identify applicable safety and security requirements.

Airfield Manager and Base Operations will brief all workers and truck drivers on Flightline driving procedures. The Flightline Driving Briefing and Agreement for Contractor and TDY Personnel will be conducted by Airfield Management. This agreement, along with Contractor Badges (issued by Base Security Forces) shall be carried by all individuals operating vehicles on the Flightline.

8. Special Events: Bases may schedule a variety of special events during the contract effort.

During the course of these events, more stringent standards may be required for contract operations. Examples are stricter requirements for staging areas, worksites, and haul routes. The on-site representative of the Contracting Officer will provide specific requirements to the Contractor. The special events, and their approximate time periods will be as identified during the contract performance period.

9. Safety Cones and Barricades: The use of orange safety cones (regardless of color) is limited to short-term duration not exceeding one workday. Sawhorse type barricades (white with orange banding) is the only allowed safety barricade authorized for extended periods exceeding one day. Safety candle stick cones left over the authorized time period will be confiscated by the Base. The use of yellow safety tape to outline limits of access to a site is not allowed.

SECTION 01200

ENVIRONMENTAL CONTROLS

01200-1

1. Presence of Hazardous Materials (HAZMAT): The contractor is advised that hazardous materials (HAZMAT) may be encountered during the execution of Task Orders. When a HAZMAT survey is available it will be provided by the Government. When a HAZMAT Survey cannot be provided, or when the Task Order specifically requires the Contractor to include the development of the HAZMAT Survey, the contractor will be responsible to perform a HAZMAT Survey of all anticipated surfaces/areas involved with the project that can be suspected of containing hazardous materials which will impact the construction/renovation process. This tasking will be required to establish the extent of hazardous materials which will require abatement or special handling procedures during the execution of the following-on construction/ renovation project. The potential hazardous materials may include asbestos, lead-based paint, polychlorinated biphenyl (PCB), radon, radioactive materials, and other materials identified by the Environmental Protection Agency which typically affect construction. Based upon the results of the survey, any areas requiring remediation that were not specifically identified in the project will be treated as a differing site condition.

2. Asbestos-Containing Material (ACM): The contractor is advised that friable and/or non-friable asbestos-containing material may be encountered in area(s) where contract work is to be performed. Care must be taken to avoid releasing, or causing to be released, asbestos fiber into the atmosphere where they may be inhaled or ingested.

2.1 Asbestos Survey: When required by the Task Order, the following will be performed:

The Design Team and/or hazardous material consultant shall survey the existing facility/site in accordance with 40 CFR 763.86 ‘Asbestos Hazard Emergency Response Act (AHERA) protocol’ or Spokane Regional Clean Air Agency (SRCAA) requirements in preparation for the development of asbestos abatement contract documentation.

3. Lead Based Paint (LBP): 3.1 Lead-Based Paint Survey: When required by the Task Order, the following will be performed: The Designer and/or hazardous material consultant shall survey the existing facility/site and sample all painted surfaces which are scheduled to be demolished, affected or otherwise disturbed during the accomplishment of this project. At a minimum the survey report will include a map indicating surfaces tested; a summary of surfaces tested and their results; certification of calibration of all equipment utilized; and a statement indicating the technician performing the survey has at least 3 years of experience performing this type of survey. In addition, any substrate which tests positive for LBP using XRF or other sampling means, will have a TCLP analysis performed on it. A TCLP must be performed on material representative of each building material and substrate which tested positive.

4. Radioactive Materials (RAM):

4.1 Use of RAM during Contract Execution: Contractors bringing radioactive materials or devices containing radioactive sources onto Base must have prior approval from the Wing Radiation Safety Officer (RSO). Under no circumstances will a contractor use an unlicensed radioactive source/device on Base. The contractor should direct any questions regarding responsibility on this issue to the Wing RSO prior to starting any work. Since the Air Force considers contracts involving radioactive materials a hazardous material items contract, the provisions of AFR 87-8, chapter 3, section 3.3(f) will also apply. In addition, the contractor must submit the following documentation to the Wing RSO for review prior to execution:

01200-2

4.1.1 Copy of the Nuclear Regulatory Commission License or Agreement State Radioactive Material License, along with any amendments, covering the radioactive material to be used.

4.1.2 Copy of the user’s qualification and radiation training.

4.1.3 Copy of the radiation dosimetry results from the previous year.

4.1.4 Statement of expected use (use rate) of radioactive materials or devices for the length of the contract.

4.1.5 Statement of storage and security requirements.

4.1.6 Copies of the last two (2) leak checks (if applicable).

4.2 Radioactive Demolition Recycling/Debris: Radioactive material encountered during demolition procedures will require a written request from the Contractor to the Base Bio- Environmental office for instructions and subsequent actions involving disposal of the RAM debris through Base agencies. Examples include smoke detectors containing a radioactive substance (such as Americium-241) and self-luminous exit signs containing tritium.

4.3 The following requirements apply when removing potential radioactive items (i.e. smoke detectors and non-electrical emergency exit signs) during demolition or renovation procedures. The contractor shall develop list of identified RAM items and forward to the Base Radiation Safety Officer via the Contracting Officer. The list shall include the following descriptions associated with the RAM:

- Product Stock Number

- Quantity

- Nomenclature

- Radionuclide

The Base Radiation Safety Officer (BioEnvironmental Flight) will then coordinate with USAF Radioactive Material Recycling/Recovery Program at Wright Patterson AFB for recycling instructions to include packaging instructions for contractor shipment. The contractor shall then prepare the radioactive/recyclable items per shipping/packaging instructions and make shipment.

4.3.1 Shipment Procedures: Contractor collects RAM recoverable/recyclable items and places items in suitable container with bubble wrap to prevent breakage of items. The items shall be packaged in a strong container (that meets the following requirements:

- Easily handled and secured in or on conveyance.

- If provided with lifting attachment, designed with a safety factor.

- External surfaces free from protruding features.

- Outer layer will prevent collection of any liquid (e.g. water).

- Withstands conditions of normal transport including closing devices

- Materials physically and chemically compatible.

- Protected against unauthorized operation.

- Each feature added does not reduce the safety of package

01200-3

Contractor shall pre-package items for storage/shipment on-site (protected from the elements) and maintain detailed inventory (Recycle Item Description: Stock Number, Nomenclature, Radionuclide, Activity each, Quantity) and accountability for items placed into each package(s). Package limits shall be less than 0.5 mrem/hr from any contact surface of the package, with no removable contamination above background levels, and the gross weight of any individual package shipped for recycling must not exceed 200 pounds. If shipping by drum, use drums with a capacity of 30-gallons or less, such as

NSN 8110-01-454-1841.

4.3.2 Contractor will prepare the package(s) in accordance with the requirements as instructed, and transport the package(s) to 92d Med Group, BioEnvironmental Flight for subsequent shipment upon approval of the Base Radiation Safety Officer via the Contracting Officer.

4.3.3 Current Recyclable/Recoverable Materials include the following:

Radionuclide Form Examples

Tritium (3H) Gaseous Compasses, Wrist Watches, Markers (i.e. Exit Signs, Buttons, Indicators, etc.).

Depleted Uranium Solid Counterweights, Non-Explosive Munitions Penetrators ONLY).

Krypton 85 Gas Electron Tubes, Nucleonic Oil Indicators,and RADIAC Check Sources.

Americium 241 Solid Smoke Detectors, M8A1 Chemical Agent Alarm

Polonium 210 Solid Static Elimination Devices (typically manufactured by NRD or NPL) NO 3M devices.

Cesium 137 Solid Exempt distribution check sources (AN/PDR 27T, Button Sources) less than 9.0 microcuries

5. Hazardous Material Monitoring/Submittal: All Hazardous Materials entering the Base must be authorized for use and tracked accordingly. All HAZMAT users on Base must comply with AFI 32-7086, AMC Supplement 1 and the Hazardous Materials Management Process (HMMP).

The contractor shall submit product specific Material Safety Data Sheets (MSDS) along with a completed contractor hazardous material work sheet which includes data on amounts used, process information, justification for use, etc. for each hazardous material (HAZMAT) (as defined by AFI 32-7086, AMC Supplement-1, Attachment-1) brought on Base. Appropriate forms can be requested from the FAFB hazardous material database POC at 247-4678. All HAZMAT use must be reviewed by Base Bio-Environmental Engineering and Safety, and authorized for use by Asset Management (CEA). Hazmat authorizations and tracking are product and process specific, and all changes in products or process must follow the same authorization procedure. Allow two weeks for authorization process to be completed. HAZMAT submittal requirements shall be specified under each applicable specification section.

01200-4

6. Construction and Demolition Measurement and Reporting: The Solid Waste Measure of Merit (MOM) requires the Air Force to report all non-hazardous solid waste diversion, including construction and demolition (C&D) debris. Data is to be collected by demolition contractor and submitted to the Asset Management Flight for reporting. The total amount of debris disposed in landfills must be reported, and the total amount of debris diverted from landfills by reuse or recycling must also be reported. The total weight of C&D debris sent to the landfill, and the total weight diverted from the landfill will be required to be reported by the demolition contractor.

Additional information can be found at the Air Force Center for Environmental Excellence (AFCEE) website at http://www.afcee.brooks.af.mil/eq/programs/progpage.asp?PID=61 and selecting the Guidance Document available for downloading titled “C&D Guide” from the Resource Menu. Self-calculating ‘Excel’ spreadsheets are included in the Guide to help create engineering estimates of C&D waste for use in reporting. For further information, contact 92 CES/CEA (Asset Management Flight) at 509-247-2313.

SECTION 01300

GENERAL DESIGN REQUIREMENTS

01300-1

(Specific Task Order Design Criteria shall be identified within each Task Order ‘Statement of Work’)

GENERAL DESIGN SECTION

1. Design Philosophy: When directed by the Task Order ‘Statement of Work’, the MATOC Contractor, to the maximum extent practical, shall prepare design documentation up to 35% reflecting standard commercial industry standards and applicable referenced documents, and shall specify the use of commercially available materials and associated assemblies.

Certain projects or parts of projects maywill require a greater design effort. These requirements will be identified in the TORFP. Design shall be based upon consideration of all practical alternatives in support of defined Task Order requirements. Periodically services of a registered engineer will be required for Task Orders. This requirement will be identified in the TORFP.

1.1. Contractor must comply with Industry Standards; all Federal, State, and Local codes;

and the following regulations including the current Base Design Standards (BDS) at the time of issue of the individual task order. If the contractor has found a discrepancy between the BDS and other applicable laws it is their responsibility to request written direction from the government on how to proceed prior to submittal of project. The following documents are Fairchild specific and will be given to the Contractor.

1.1.1. Architectural Compatibility Guide;

1.1.2. Green Procurement;

1.1.3. Asbestos Management Program;

1.1.4. Base General Plan;

1.1.5. Comprehensive Site Plan/Master Plan;

1.1.6. Cultural/ Environmental Resource Inventory;

1.1.7. Facility Design Policy/ Base Design Standard;

1.1.8. Force Protection Construction Standard;

1.1.9. Lead Exposure & Lead-Based Paint Management Plan;

1.1.10. Pollution Prevention Management Plan;

1.1.11. Resource Management Plan;

1.1.12. Storm water Pollution Prevention Plan.

1.2 The following master list of Technical References represents a comprehensive listing of Federal Regulations and other Design Criteria not referenced in the BDS which may become an integral part of Task Order execution. (Most current publication at time of submittal of Task

01300-2

Order Proposal shall apply.) This listing is not all-inclusive and may be further specified within each individual Task Order based on the project requirements. Documents are available online.

1.2.1 AIR FORCE INSTRUCTIONS (AFI):

AFI Number Title

32-1012 Reserve Component Facilities Program

32-1021 Planning and Programming of Military Construction (MILCON) Projects

32-1022 Planning and Programming Non-Appropriated Fund (NAF) Facility Construction

32-1023 Design and Construction Standards and Execution of Facility Construction

32-1024 Standard Facility Requirements

32-1026 Planning and Design of Airfields

32-1032 Planning and Programming Appropriated Funded Maintenance, Repair, and Construction Projects

32-1041 Airfield Pavement Evaluation Program

32-1042 Standards for Marking Airfields

32-1043 Managing, Operating and Maintaining Aircraft Arresting Systems

32-1044 Visual Air Navigation Systems

32-1045 Snow and Ice Control

32-1054 Corrosion Control

32-1061 Providing Utilities to US Air Force Installations

32-1062 Electrical Power Plants and Generators

32-1063 Electrical Power Systems

32-1064 Electrical Safe Practices

32-1065 Grounding Systems

32-1066 Plumbing Systems

32-1067 Water Systems

32-1068 Heating Systems and Unfired Pressure Vessels

01300-3

32-1069 Gas Supply and Distribution

32-2001 The Fire Protection Operations and Fire Prevention Program

32-6002 Family Housing Planning, Programming, Design, and Construction

32-7041 Stormwater, Wastewater, and Drinking Water

32-7042 Solid and Hazardous Waste Compliances

32-7044 Underground Storage Tanks

32-7063 Noise and the Air Installation Compatible Use Zone (AICUZ)

1.2.2 UNIFIED FACILITIES CRITERIA (UFC): The UFC system is prescribed by MIL-STD 3007 and provides planning, design, construction, operations, and maintenance criteria, and applies to all DoD commands. (http://www.hnd.usace.army.mil/techinfo/engpubs.htm )

UFC Number Title

3-210-04 Children's Outdoor Play Areas

3-220-03FA Soils and Geology Procedures for Foundation Design of Building and Other Structures (Except Hydraulic Structures)

3-220-04FA Backfill for Subsurface Structures

3-220-05 Dewatering and Groundwater Control

3-220-08FA Engineering Use of Geotextiles

3-230-02 Water Supply Systems

3-230-17FA Drainage for Areas Other than Airfields

3-230-18FA General Provisions and Geometric Design for Roads, Streets, Walks, and Open Storage Areas

3-240-02N Wastewater Treatment Systems Augmenting Handbook (Design)

3-240-03N Wastewater Treatment System Augmenting Handbook (O&M)

3-240-07FA Sanitary and Industrial Wastewater Collection: Gravity Sewers and Appurtenances

3-240-08FA Sanitary and Industrial Wastewater Collection: Pumping Stations and Force Mains

01300-4

3-250-01FA Pavement Design for Roads, Streets, Walks and Open Storage Areas

3-250-03 Standard Practice Manual for Flexible Pavements

3-250-04FA Standard Practice for Concrete Pavements

3-250-06 Repair of Rigid Pavements Using Epoxy Resin Grouts, Mortars and Concretes

3-250-07 Standard Practice for Pavement Recycling

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

3-250-11 Soil Stabilization for Pavements

3-250-17 Dust Control for Roads, Airfields and Adjacent Areas

3-260-01 Airfield and Heliport Planning and Design

3-260-02 Pavement Design for Airfields

3-260-03 Airfield Pavement Evaluation

3-260-16FA Airfield Pavement Condition Survey Procedures Pavements

3-270-01 Airfield Pavement Asphalt Maintenance and repair

3-270-02 Airfield Pavement Asphalt Crack Repair

3-270-03 Airfield Pavement Concrete Crack and Partial-Depth Spall Repair

3-270-04 Airfield Pavement Concrete Repair

3-270-05 Paver Concrete Surfaced Airfields Pavement Condition Index (PCI)

3-270-06 Paver Asphalt Surfaced Airfields Pavement Condition Index (PCI)

3-250-07 Standard Practice for Pavement Recycling

3-310-01 Structural Design Criteria: Load Assumptions for Buildings

3-400-01 Energy Conservation

3-420-02FA Compressed Air

3-430-04FA High Temperature Water Heating Systems

3-430-05FA Gas Distribution

3-450-01 Noise and Vibration Control

01300-5

3-450-02 Power Plant Acoustics

3-520-01 Interior Electrical Systems

3-600-02 Inspection, Testing, and Maintenance of Fire Protection Systems

4-860-01FA Railroad Design and Rehabilitation

4-860-03FA Railroad Track Standards

1.2.3 MILITARY HANDBOOKS (MIL- HDBK):

MIL-HDBK Number Title

1013 Design Guidelines for Physical Security of Facilities

1110 Handbook for Paints and Protective Coatings For Facilities

1191 Medical Military Construction Program Facility Design and Construction Criteria

1.2.4 ENGINEERING TECHNICAL LETTERS (ETL):

ETL Number

Title

83-1 Design of Control Systems for HVAC; (Change No. 1 to ETL 83-1), U.S. Air Force Standardized Heating, Ventilating & Air Conditioning (HVAC) Control Systems

86-5 Fuels Use Criteria for Air Force Construction

86-8 Aqueous Film Forming Foam Waste Discharge Retention and Disposal

86-16 Direct Digital Control Heating, Ventilation, and Air Conditioning Systems

88-4 Reliability & Maintainability (R&M) Design Checklist

89-2 Standard Guidelines for Submission of Facility Operating and Maintenance Manuals

89-7 Design of Air Force Courtrooms

90-1 Built-Up Roof (BUR) Repair/Replacement Guide Specification

90-5 Fuel and Lube Oil Bulk Storage Capacity for Emergency Generators

90-6 Electrical System Grounding, Static Grounding and Lightning Protection

01300-6

90-8 Guide Specifications for Ethylene Propylene Diene Monomer (EPDM) Roofing

90-10 Commissioning of Heating, Ventilating, and Air Conditioning

(HVAC) Systems Guide Specification

91-1 Fire Protection Engineering Criteria Testing Halon Fire Suppression Systems

91-2 High Altitude Electromagnetic Pulse (HEMP) Hardening in Facilities

91-4 Site Selection Criteria for Fire Protection Training Areas

93-2 Dormitory Criteria for Humid Areas

93-4 Fire Protection Engineering Criteria – Automatic Sprinkler Systems in Military Family Housing (MFH)

94-02 (Chng 1) Standard Airfield Pavement Marking Schemes

94-8 Design in Metric

95-1 Halon 1301 Management Planning Guidance

96-2 Elimination of Liquid Polychlorinated Biphenyis (PCBS) Prioritization Guidance

96-3 Typical Statement of Work for Airfield Pavement Condition Survey

96-4 Temporary Joint Sealing Details and Procedures for Pavements

96-5 Hangar Concrete Floor Reflective Coating Criteria

97-2 Maintenance and Repair of Rigid Airfield Pavement Surfaces, Joints, and Cracks

97-3 Base Course Proof Rolling Requirements

97-4 Expedient Trim Pad Anchoring

97-5 Proportioning Concrete Mixtures with Graded Aggregates for Rigid Airfield Pavements

97-9 Criteria and Guidance for C-17 Contingency Operations on Semi-Prepared Airfields

97-16 Pavement Marking Systems for Low Temperature Applications

97-17 Paint and Rubber Removal from Roadway and Airfield Pavements

97-18 Guide Specification for Airfield and Roadway Marking

97-22 Competing Facility Keying Systems

98-1 Design Criteria For Aggregate Surfaced Helicopter Slide Areas and Heliports

01300-7

98-2 Clean Air Act Amendments Requirements for Electrical Generators and Power Plants

98-4 Building Manager Energy Conservation Handbook

98-8 Fire Protection Engineering Criteria – Existing Aircraft Facilities

98-10 Installation and Operation Guide for the Stanley Hydraulic Power Unit (HPU) (MAAS) Upgrade

99-1 Treatment and Disposal of Aircraft Wastewater Effluent

00-1 EPA Guidelines Items in Construction and Other Civil Engineer Specifications

00-2 Inspection and Testing of Trim Pad Anchoring System

00-5 Seismic Design for Buildings and Other Structures

00-7 Fire Protection Engineering Criteria – Correlation of US and Host Nation Codes and Criteria

00-9 Airblast Protection Retrofit for Unreinforced Concrete Walls

01-1 Reliability and Maintainability (R&M) Design Checklist

01-5 Jet Engine Thrust Standoff Requirements for Airfield Asphalt Edge Pavements

01-6 Contingency Airfield Pavement Specifications

01-7 Large Aggregate Asphalt Mixtures

01-8 Resin Modified Pavement Design and Application Criteria

01-9 Procedures to Retard Reflective Cracking

01-10 Design and Construction of High-Capacity Trim Pad Anchoring Systems

01-15 Programming Fuels Projects

01-20 Guidelines for Airfield Frangibility Zones

02-9 Construction Signs

02-11 Small Arms Range Design and Construction

03-3 Air Force Carpet Standard

03-5 Converting Civil Engineering Radio Frequency Devices to Narrowband Technology

04-2 Standard Airfield Pavement Marking Schemes

04-7 C-130 and C-17 Landing Zone (LZ) Dimensional, Marking and Lighting Criteria

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04-9 Pavement Engineering Assessment (EA) Standards

11-18 ETL 11-18 Small Arms Range Design and Construction

1.2.5 AIR FORCE JOINT MANUALS (AFJMAN):

AFJMAN Number Title

23-209 Storage and Handling of Hazardous Materials

32-1070CH4 Plumbing

32-1071V1 Security Engineering Project Development (FOUO)

32-1071V2 Security Engineering Concept Design (FOUO)

32-1071V3 Security Engineering Final Design (FOUO)

32-1080 Electrical Power Supply and Distribution (Army TM 5-811-1)

32-1082 Facilities Engineering – Electrical Exterior Facilities

32-1083 Electrical Interior Facilities

32-4003 Technical Aspects of Biological Defense

32-8008V1 General Provisions for Airfield/Heliport Pavement Design

1.2.6 AIR FORCE MANUALS (AFM):

AFMAN Number Title

19-10 Planning in the Noise Environment

88-3CH2 Structural Design Criteria for Buildings

88-3CH13 Seismic Design for Buildings

88-3CH13 SECA Seismic Design Guidelines for Essential Buildings

88-3CH15 Concrete Floor Slabs on Grade Subjected to Heavy Loads

88-4CH5 Criteria for Air Force Clean Facility Design and Construction

88-6CH2 SECA Flexible Pavement Design for Airfields (Elastic Layered Method)

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88-6CH3 Rigid Pavements for Airfields

88-6CH3 SECA Rigid Pavement Design for Airfields Elastic Layered Method

88-6CH9 Bituminous Pavements Standard Practice

88-8CH5 Non-Industrial Gas Piping Systems

88-9CH3 Electrical Design Lightning and Static Electricity Protection

88-12CH4 High-Pressure Gas and Cryogenic Systems

88-21CH1 Courier Station Design

91-31 Maintenance and Repair of Roofs

1.2.7 AIR FORCE PAMPHLETS (AFP) AND AIR FORCE JOINT PAMPHLETS (AFJPAM):

Number Title

AFJPAM 32-1088 AFJPAM – Bridge Inspection, Maintenance, and Repair (Army TM 5-600)

AFP 88-32 AFP – Automotive Crafts Skills Development Centers

1.2.8 AIR FORCE HANDBOOKS (AFH):

AFH Number Title

10-222, Vol-3 Guide to Civil Engineer Force Protection

1.2.9 ARMY CORPS OF ENGINEER REGULATIONS (ER), ENGINEERING TECHNICAL

LETTERS (ETL), and ENGINEERING MANUALS (EM):

Number Title

ER 1110-345-723035 Systems Commissioning Procedures

ER 1180-1-9008 Design-Build Contracting

ER 1110-1-260002 Fire Protection Engineering Policy

EM 385-1-80 Radiation Protection Manual

ETL 1110-3-501 Windows Retrofit Using Fragment Retention Film With Catcher Bar System

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1.2.10 USAF AND HQ AMC DESIGN GUIDES:

Title

Aerospace Ground Equipment Maintenance and Support Facility Design Guide

Air Force Family Housing Guide For Planning, Programming, Design, and Construction

Air Force Office of Special Investigations Facilities Design Guide

Aircraft Industrial Support Facilities Design Guide

Airman Leadership School Design Guide

Base Legal Facilities Design Guide

Central Deployment Center Design Guide

Centralized Life Support Design Guide

Chapel Facilities Design Guide

Civil Engineer Squadron Design Guide

Commander’s Guide to Facility Excellence

Consolidated Squadron Operations / Aircraft Maintenance Unit Design Guide

Family Support Center Design Guide

Fire Station Facilities Design Guide

Flightline Security Standards Design Guide

Flightline Support Facility Design Guide

Guide to Excellent Services Facilities

HQ AMC Base Legal Facilities

HQ AMC Interior Design Guide (Comprehensive Interior Design – CID Requirements)

Landscape Design Guide

Medical Facilities Design Guide

Passenger Terminal Design Guide

Supply Administration and Warehouse Facilities Design Guide

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USAF Enlisted Dormitory

USAF/ILE Installation Force Protection Guide (provides guidance for siting, construction and physical security)

Vehicle Operations and Vehicle Maintenance Facilities Design Guide

1.2.11 Abbreviations for other Applicable Governing Codes, Referenced Industry Standards and Organizations

Abbreviation Title

ASHRAE American Society of Heating, Refrigerating and Air-Conditioning Engineers

AWI Architectural Woodwork Institute

BHMA Builders Hardware Manufacturers Association

BIA Brick Institute of America

CID Commercial Item Descriptions

DHI Door and Hardware Institute

FHWA Federal Highway Administration

FM Factory Mutual Engineering and Research

IEEE Institute of Electrical and Electronics Engineers

IESNA Illuminating Engineering Society of North America

KCMA Kitchen Cabinet Manufacturers Association

MBMA Metal Building Manufacturers Association

NAAMM National Association of Architectural Metal Manufacturers

NEMA National Electrical Manufacturers Association

NRCA National Roofing Contractors Association

SDI Steel Deck Institute

SDOI Steel Door Institute

SJI Steel Joist Institute

SMACNA Sheet Metal & Air Conditioning Contractor’s National Assoc.

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SSPC Steel Structures Painting Council

STI Steel Tank Institute

TCA Tile Council of America

UCBC Uniform Code for Building Conservation (As applicable to eligible Historic Buildings)

WWPA Western Wood Products Association

2. Project Manager: The MATOC Contractor shall appoint a Project Manager to serve as a single point of contact (POC) and liaison between the Design Team element of the MATOC Contract and the Contracting Officer for all design work required under the MATOC contract.

Upon award of individual Task Orders, the designated Project Manager shall be made known to the Contracting Officer in writing.

3. Review Conferences and Meetings: Design Submittal Review Conferences will be held as defined by individual Task Orders for all scheduled design submittals. In addition to scheduled design submittal review conferences, coordination conferences may be held as deemed necessary by the Government or the MATOC Designer at an agreed upon time and location. The MATOC Designer may request such conferences when it is deemed necessary by all parties to clarify the design direction or expedite the preparation of established plans and specifications in support of project. The MATOC Designer will be responsible for making ‘Confirmation Notices’ of any conversation (telephone, fax or e-mail) and/or minutes of any meeting with AF personnel concerning the execution of the project.

4. Confirmation Notices: The MATOC Contractor will be required to provide a record of all conferences, meetings, discussions, verbal directions, telephone conversations, faxes etc., participated in by the MATOC Contractor and/or his representatives on matters relative to the execution of the Task Order. These records, entitled ‘Confirmation Notices’, will be numbered sequentially and shall fully identify participating personnel, subject discussed and conclusions reached. The MATOC Designer shall forward to the Contracting Officer a reproducible copy of said conference minutes not more than Five (5) Working Days after the discussion.

5. Architect of Record: For specified projects, services of an Architect may be necessary and will be identified in the TORFP. All construction drawings and design calculations developed in support of a Task Order associated with this MATOC Contract shall be affixed with the registration stamp (seal) of the Architect of Record and that of all consultants, as appropriate, (e.g. structural, civil, mechanical, electrical, and fire protection engineers) before submittal for review. All design professionals shall have current registration to practice in the United States. Approval shall be indicated on all documents by having the professional stamp/seal of architect or engineer with personal signature over same appearing on all sheets as applicable to their specialties.

6. Reference Publications: Design development shall conform to current Air Force design criteria represented by reference to the Fairchild BDS, Federal, Military (DOD and Air Force) Publications (directive and non-directive) including Policy Directives (AFPD), Instructions

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(AFI), Manuals (AFM), Joint Manuals (AFJAM), Pamphlets (AFPAM), Joint Pamphlets (AFJPAM), Handbooks(AFH), and Engineering Technical Letters (ETL) as referenced in Section 01300 – Technical References and as specified within each Task Order. Federal and Military Specifications and Standards (FMSS) are presently in the process of being phased out of use, with required criteria being obtained from non-governmental standards and commercial specifications and item descriptions (CIDs) per GSA Acquisition Reform Initiative. Various FMSS have been retained for continued use by means of a waiver from DOD Standardization Office (DODSO), and are as indicated within this document (e.g. FED-

STD 595).

6.1. Due to the numerous available suppliers of Government technical references, including those accessible electronically through the Internet, neither the Base Civil Engineering Squadron nor the Contracting Officer will be providing copies of technical references to the Designer unless document is ‘Restricted’ and only available through the Government personnel. Typically, it will instead be the burden of the Designer to locate applicable sources of technical references as identified within each Task Order.

6.2. The official Air Force web-site for electronic publications and forms is (http://afpubs.hq.af.mil). Air Force technical references are available as .PDF files downloadable using ‘Acrobat Reader’. To review or acquire Unified Facilities Guide Specifications (UFGS) and other engineering-related publications , visit the Headquarters COE website at http://www.usace.army.mil for general guidance and additional directions to other websites. Construction Criteria Base (CCB) offers downloadable UFGS at http://www.wbdg.org/ccb/. Additional help in acquiring COE publications and other DOD publications can be received by calling the local Seattle District office at (206) 764-3828 or accessing their web-site at (http://www.nws.usace.army.mil) or (http://www.hnd.usace.army.mil). The Mil Hdbk series can be obtained by accessing (http:/dodssp.daps.dla.mil). A partial listing of the latest Air Force Engineering Technical Letters (ETLs) can be obtained at (http://www.afcesa.af.mil/library/etl.asp?Category=Engineering%20Technical%20Lett ers). Air Force Hazardous Material criteria can be obtained at (http://www.e-publishing.af.mil/pubfiles/af/32/afi32-7086/afi32-7086.pdf). AMC Design Guides can be obtained at (http://www.afcee.brooks.af.mil/dc/products/dcproducts.asp).

Additional general guidance for locating other websites is available at (http://www.dsp.dla.mil/).

7. Pre-Proposal Conference and Site Investigation: MATOC Contractors shall perform investigative evaluations of existing facility/site conditions and coordinate project requirements with Using Agency by means of a single Pre-Proposal Conference to be scheduled by the Contracting Officer. This conference will be held prior to the development and submittal of a ‘Concept’ Design (when required by the TORFP) and associated Price.

Investigative services associated with development of the initial ‘Concept’ Design and associated Price Proposal shall be limited to acquiring data from the Pre-Proposal Conference and the scheduled site visit, including a scheduled question and answer period.

To prevent uncorroborated information from becoming part of a MATOC proposal, discussions with Using Agency outside of the scheduled conferences shall not be permitted.

Supplemental site investigative evaluations and discussions with Using Agency for clarification of design direction shall be permitted and encouraged once award of Task Order to selected MATOC Contractor has been made.

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8. Applicable Codes and Standards: MATOC Contractor shall execute design and construction of Task Order in compliance with the current edition of the Base Design Standard (BDS), the Architectural Compatibility Plan (ACP) and all referenced material included in the BDS.

9. CONCEPTUAL DESIGN SECTION

9. Environmental Analysis for Initial ‘Concept’ Design: The Government shall provide each MATOC Contractor a copy, if available, of limited HAZ MAT surveys which they have on file for that particular building. These surveys identify known HAZ MAT materials previously detected.

Each MATOC Contractor shall incorporate anticipated abatement or special handling procedures into the development of the initial ‘Concept’ Design and associated Price Proposal without the performance of a Hazardous Material (HAZMAT) Survey. Subsequent performance of a HAZMAT Survey shall be a requirement during the development of subsequent design phases once a Task Order has been awarded to the selected MATOC Contractor who will complete the project.

9.1 ‘Concept’ Design: Conceptual designs are used to define the basic functional, technical, and architectural/engineering aspects of a Task Order. Development of Conceptual Designs shall be utilized for Government review and evaluation in determining the successful Task Order Awardee, who will be directed to continue with subsequent design phases as identified in each individual Task Order. Completion of ‘Concept’ Design, including drawings, design analysis and outline specifications, project schedule and cost broken out by CSI divisions will approximate 15% of a total design effort.

9.1.1 ‘Concept’ Drawings: Conceptual design drawings will generally include the following information as defined by each Task Order:

9.1.1.1 Basic project site plan showing existing and proposed buildings, roads, parking, landscape planting masses, contours and the utilities in the immediate vicinity of the project.

9.1.1.2 Basic building floor plans, building sections and elevations showing the functional layout, space configuration, and building system characteristics, to include the required properties and/or performance of the construction materials and methods.

9.2 Proposed Performance Period: As defined by Task Order, MATOC Contractors shall prepare a Proposed Performance Period incorporating both design and construction in support of completing the Task Order.