Attachment 1 - MACC SOW.pdf

GENERAL PROVISIONS

MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC)

For

BARKSDALE AIR FORCE BASE (BAFB), LA

2d Civil Engineer Squadron

Barksdale Air Force Base, La 71110

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Attachment 1 ii

Table of Contents

I. MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC) STATEMENT

OF WORK

II. DESIGN STANDARDS

Appendix 1 Environmental Requirements BAFB

Appendix 2 Base Access Form

Appendix 3 AF Form 103, Work Clearance

Appendix 4 AF Form 592, Burn Permit

Appendix 5 Barksdale AFB Standards

Appendix 6 Barksdale AFB Contractor Antiterrorism Awareness

Appendix 7 2nd Communications Squadron Installation Standards

III. ANNUAL PERFORMANCE REVIEW

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ii

I. MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC)

Barksdale AFB, Louisiana

MACC STATEMENT OF WORK

GENERAL CONTRACT PROVISIONS

SECTION DESCRIPTION PAGES

01000 GENERAL CONTRACT REQUIREMENTS 01000-1 thru 01000-2

01100 GENERAL SITE REQUIREMENTS 01100-1 thru 01100-4

01200 TECHNICAL REFERENCES 01200-1 thru 01200-4

01300

01400

01500

GENERAL DESIGN REQUIREMENTS

CONSTRUCTION PERFORMANCE

CRITERIA

SUBMITTALS

01300-1 thru 01300-22

01400-1

01500-1 thru 01500-5

01000-1

SECTION 01000

GENERAL CONTRACT REQUIREMENTS

1. Contract Description: The MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC) is an Indefinite-Delivery, Indefinite-Quantity (IDIQ) Contract for execution of a broad range of maintenance, repair, and minor construction projects affecting real property at Barksdale Air Force Base. A Fair Opportunity Proposal Request (FOPR) will be issued under this MACC contract for individual task orders which will define specific project requirements involving design and/or construction. Task Order (TO) execution will be directed by one of the following work elements:

1.1 Work Element No. 1 (Design Effort Required): MACC Contractor shall develop project design documentation from a statement of work and/or other preliminary requirements documents. Contractor design shall include Unified Facility Criteria and industry standard requirements including, but not limited to, drawings, specifications, design analysis that is representative of a 35%, 65%, 95%, and 100% design effort (as identified within each Task Order). The Contractor developed design documents, once completed and approved by the Government, shall be used for construction and will be the basis of inspection.

1.2 Work Element No. 2 (Consummate Design Effort Required): MACC Contractor shall be provided a previously accomplished preliminary/intermediate design effort (e.g. 15%/30%/65%) including available drawings, specifications, and/or design analysis etc. which is to be further developed into a 35%/65%/95%/100% final design effort. Upon completion of design, and upon acceptance by the Government, construction execution shall commence and be completed in accordance with contract requirements.

1.3 Work Element No. 3 (Construction Effort Only): MACC Contractor shall be provided the 100% Government approved design documents (drawings, specifications, and/or design analysis etc.) to initiate and complete construction execution in accordance with contract requirements.

2. Contract Requirements: The Contractor shall furnish all personnel, 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, civil, architectural, electrical, mechanical (including HVAC), painting, carpentry, roofing, millwork, road repair, and other specialty and general contracting work.

2.1 Each task order where design is required, the Contractor shall provide the name and address of the Architect/Engineer (A/E) firm that meets the criteria identified in the individual Statement of Work that will complete the design as part of the task order proposal.

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2.2 The Contractor shall identify on a SF1413 all subcontractors (including second-tier) that are performing work that meet the qualifications identified in the Statement of Work as part of the Contractor’s task order proposal.

2.2.1 Deviations after award of the task order are discouraged. If a change is deemed necessary, the Contractor shall make a request in writing to the Contracting Officer. The replacement or additional subcontractor shall meet the pertinent qualifications identified in the task order statement of work. This replacement or additional subcontractor will come at no additional cost to the government.

3. Contract Organization: The Contractor shall have available a design and construction staff to respond to the requirements of this multi-discipline IDIQ 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. Price Proposals: The contractor may be given the opportunity to provide a continuous pool of up to twenty (20) unfunded price proposals for projects during any given contract year. In the event that over twenty (20) priced proposals are requested in any single contract year, the Government would reserve the discretion as to which of the prior twenty or the present projects would be selected from the pool to be funded. Any new price proposals left after projects are selected to be funded from the pool of unfunded price proposals, will be considered and made part of the unfunded price proposal pool as long as it does not exceed a cumulative total of twenty (20) unfunded proposals for that contract year. Any labor, material, rental equipment, or other expenses the contractor incurs in developing these proposals is done so at the contractor’s risk. The government gives no guarantees, written or implied, that these projects will be funded.

4.1. If the government agency receives funds to issue a task order using one of the proposals from the pool within a year; then, the government agency has the right to request another proposal (in excess of 20), at no cost or obligation to the government.

5. Ordering Procedures: MACC awardees will be given fair opportunity to compete on all task orders in accordance with the ordering guidelines in Section H of the contract and FAR Part 16.

The Government will issue a Fair Opportunity Proposal Request (FOPR) for each task order requirement. FOPR’s will be disseminated via email to each MACC awardee. Offers in response to the FOPR will be evaluated using the criteria specified in the specific FOPR for that TO.

MACC awardees will be required maximum participation in the competition process of issued FOPRs. Unresponsive awardees will be required to provide justification for not providing an offer to an issued FOPR. Lack of participation during an ordering period may be used as a determining factor in exercising future options.

Task orders will be firm fixed priced and will clearly define the specific work required. On average, projects range will be from $2,000.00 to 5,000,000.00. The Government reserves the right to issue task orders up to $10,000,000.00. Any task order FOPR for projects estimated above $10,000,000 will not be mandatory for contractor participation. Not proposing on these FOPR’s will not reflect negatively or be considered lack of participation on the contractor. Task orders may be issued using any of the following source selection processes: Trade-off Process, Lowest Price Technically Acceptable, or Lowest Price only. The FOPR will include any pre-

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01000-3 proposal site visit information as necessary.

5.1 Time duration for developing submittal of the Contractor’s proposal for individual requirements will be stated in the FOPR for each task order.

5.2 Following award, the successful contractor will begin execution of the requirements as stated within the specific project criteria as indicated in the Task Order. The Task Order shall detail the project specific requirements in conjunction with the General Provisions of the MACC basic contract.

6. Project Locations: The contractor shall accomplish all work under this contract either at Barksdale AFB, LA or Claiborne Bombing and Gunnery Range, Woodworth, LA in accordance with each Task Order.

7. Standard Working Hours: The standard hours of work are from 0730 to 1630 hours, Monday through Friday, excluding Federal holidays. Hours may be modified with approval from the Contracting Officer and Government inspector in accordance with each individual Task Order.

8. Security Requirements: Contractors will adhere to installation guidance and operational plans concerning the antiterrorism program. Contractors must complete an Installation Records Check without any disqualifying incidents for installation access. Barksdale AFB Contractor Security Appendix, see appendix 2 of the SOW, Base Access Form for all contractors and subcontractors.

9. Hazardous Material (HAZMAT): All HAZMAT contemplated for use or brought on base for the purpose of this contract, must be coordinated through 2d CES Environmental. See Appendix 1 for Environmental requirements and contact numbers.

End of Section

01100-4

SECTION 01100

GENERAL SITE REQUIREMENTS

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

1.1 Access to the site is the responsibility of the Prime Contractor. If clearing brush or construction of temporary access is necessary, it is the responsibility of the Prime Contractor to provide this work. The Contractor shall not remove any trees without first consulting with 2d CES Environmental and after receiving authorization from the Contracting Officer.

2. Force Protection Condition (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 Construction Contract Inspector (CCI) and submit all required site plans, field office requirements, dust control plans, Foreign Object Damage (FOD) 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: When an individual Task

Order requires the use of a Field Office or Material Storage Trailer, the Contractor’s administrative field office and storage trailers shall be in like new condition and compliant with all applicable environmental, safety, base, security, and accessibility Standards.

3.2 Staging/Materiel 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 work, the Contractor shall submit site plans through the Contracting Officer for approval. The site plan shall show 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. The time stated for completion shall include final cleanup of the premises. This includes removal of any facilities and the restoration of the site to its original condition. For most construction projects, the Base Civil Engineer shall coordinate a single staging area for the Contractor’s use in the vicinity of the project site. 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 black mesh.

01100-5

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 CO (usually the Contract Construction Inspector) 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 Government. Any movement of a dumpster to another area on the project site must be approved by the Government.

3.4 All items in the staging area shall be removed within 30 days when no longer needed or when the contract is completed. Exceptions shall be requested in writing to the Contracting Officer.

3.5 Dirt and Dust Control Plan: The Contractor shall submit a plan for controlling dirt, debris, and dust on base roadways. As a minimum, the plan shall identify the subcontractor and equipment for cleaning along the haul route and measures to reduce dirt, dust, and debris from roadways.

3.6 Dumpsters: Equip dumpsters with a secure cover. The cover shall be closed at all times, except when being loaded with trash and debris. Contractor shall position dumpsters behind the construction fence or out of the public view. Dumpsters shall be emptied at a minimum of once per week or more frequently to prevent overflow and to keep the site free of debris and trash.

Contractor shall ensure that trash containers are emptied at least once a day. Large demolition projects normally require a large dumpster without lids—these are acceptable but shall not have debris higher than the sides before emptying.

3.7 Temporary Sanitation Facilities: All temporary sewer and sanitation facilities shall be self-contained units with both urinal and stool capabilities. Ventilate the units to control odors and fumes and empty and clean them at least once a week or more often if required by the Contracting Officer. The doors shall be self-closing.

3.8 Construction and Safety Fence: When required, enclose the construction site, staging area, and/or supplemental storage area with a 2.5m (8 foot) high chain link fence with black, UV light resistant, plastic fabric mesh netting, and gates. Remove the fence upon completion and acceptance of the work. The intent is to block the construction from public view. The Contractor shall also provide temporary safety fences at the construction activities within the fenced construction site and outside of the fenced area that involve safety hazards affecting both construction workers and the general public. The safety fence shall be in accordance with OSHA standards, consisting of a high-density polyethylene grid or approved equal, a minimum of 1.1 m (48 inches) high, supported and tightly secured to steel posts located on minimum 3m (10 foot) centers. The Contractor shall remove the fence from the work site upon completion and acceptance of the work.

3.9 Grass Cutting: Cut grass (or weeds) within the construction and storage sites to a 4-inch (100MM) height at least once a week during the growing season (01 Apr to 31 Oct) unless the grass area is not visible to the base population. Trim the grass around fences at times of grass cutting. Grass or weeds on stockpiled earth shall be maintained as described above.

01100-6

3.10 Utility Locates and Outages: Utility Survey identification shall be as described in each Task Order and shall require the MACC Contractor to perform location of all utilities in support of project. Normal procedures typically involve the Government providing utility identification by indication with paint lines at grade. Contractor shall allow a minimum of twenty-one (21) calendar days to obtain ‘Work Clearance Request’ (AF Form 103) and shall be responsible for marking limits of pending construction zones with white paint or white flagging to aid Government personnel in identification of utilities (as detailed in Task Order). Proposed utility outages, which affect a facility and any other adjacent facilities, shall be coordinated with the Construction Contract Inspector (CCI) thirty (30) calendar days prior to the start of the outage.

Outages shall be kept to a minimum and any one outage shall not last more than 2 hours unless otherwise noted in specific Task Order.

3.10.1. Utility markings are considered accurate within 5' of the actual utility. It is the

Contractor’s responsibility to take all precautions necessary to prevent accidental utility damage and verify utility location before digging. The Contractor is liable for damage to utilities if the damage occurs within 5 feet of the marked route.

3.10.2. It is the Contractor’s responsibility to maintain utility route markings, once established.

3.11. Disposal of Non-Hazardous Solid Waste under Construction Task Orders:

3.11.1. All materials or equipment removed from the work site and not scheduled for reinstallation or turnover to the Government under terms of the contract shall be removed from the base for disposal by the Contractor.

3.11.2. The Contractor (including their subcontractors) shall comply with the Air Force Guidance concerning solid waste disposal of construction debris by completing a “Construction and Demolition Debris Tracking Form” for each Task Order. The Contractor shall submit this form at the 50% and 100% task order completion point. The Contractor shall provide the weight in tons of debris disposed (e.g., landfill, incineration, etc.) as well as the weight in tons of debris diverted (e.g., reuse, recycling, etc.). The Contractor shall provide weight tickets supporting the reported disposal and diversion.

3.11.3. Disposal of Equipment or Material Containing Hazardous Waste under each construction Task Order see Appendix 1 for Environmental Requirements for BAFB.

4. Protection of Government Property: Contractor shall protect all Government property within the base and 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. Protective Measures for Fire Prevention: The Contractor shall perform all work in a fire safe manner in accordance with local, state, and federal fire codes. In addition, work shall be

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01100-7 performed in accordance with NFPA 241, Standard for Safeguarding Building Construction and Demolition Operations, including Appendix 4. Special attention shall be provided for welding, cutting, or open flame operations in accordance with AFOSH 91-5, and 29 CFR 1910-252.

6.1 No open flame operations such as welding, cutting, or brazing will be done without approval of the Fire Department. Fire Department will issue an AF Form 592, “USAF Welding Cutting and Brazing Permit”, as verification of approval.

7. Fire extinguishers will be required on construction equipment and construction site as required, per NFPA, OSHA and other applicable standards.

8. 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 parish and/or state agencies and in accordance with current rules and regulations governing the disposal of solid waste.

9. Work Clearance Request (Digging Permit): Prior to the start of physical construction (Phase II), the Contractor shall obtain an approved ‘Work Clearance Request’ (AF Form 103) listed as Appendix 3 to this SOW. Contractor shall notify the 2d CES customer service desk located at Building 4845, fourteen (14) days prior to the start of any excavation. Once marked, the Contractor shall maintain all utility marks. Digging permits must be run or “re-approved” every 30 days.

10. Ozone Depleting Substances: The use of ozone-depleting substances will not be utilized during the completion of this project in accordance with Section 326 of the National Defense Authorization Act for Fiscal Year 1993 (Public Law 102-484).

11. Use of Radioactive Materials: MACC Contractors bringing radioactive materials or devices containing radioactive sources must have prior approval from the Wing Radiation Safety Officer (RSO) or Bio-Environmental Office in accordance with local regulations.

12. Coordination, Safety, and Regulatory Requirements:

12.1 Airfield Safety: All Contractors’ operations shall be conducted in strict accordance with FAR Clause 252.236-7005, AIRFIELD SAFETY PRECAUTIONS. A Flight Line Driving Pass and associated passes issued by Base Security Forces will be required for all construction personnel accessing the Flight line area in support of Task Order. Airfield Manager and Base Operations will brief all workers and truck drivers on flight line driving procedures. Barksdale airfield is a restricted access security area and is bounded by a red line. Construction/design projects may require the contractor to obtain special access badges. Individual Task Orders will expand on the security requirements associated with this FAR Clause.

12.2 Tenant units may require the Contractor to obtain special access to those facilities through means of pre- arranged escorts.

13. Special Events: Barksdale AFB 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

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01100-8 on-site representative of the Contracting Officer will provide specific requirements to the Contractor. Known special events, and their approximate time periods will be identified as part of the individual task order and will be used to calculate the contract performance period.

01200-9

SECTION 01200

TECHNICAL REFERENCES

1. General Guidance: The following master list of Technical References represents a listing of Federal Regulations and other Design Criteria, which shall become an integral part of the Task Order execution. This listing is not all-inclusive and will be further specified within each individual Task Order based on the project requirements. The Unified Facilities Criteria (UFC) system provides planning, design, construction, sustainment, restoration, and modernization criteria and applies to all work at Barksdale AFB. UFC’s are effective upon issuance and are distributed only in electronic media from the following source: Whole Building Design Guide web site, https://www.wbdg.org/ffc/dod.

1.1 There are two categories of Air Force publications, Directive and Non-Directive. These two categories are used as a descriptive way to quickly determine whether compliance with a publication is mandatory or if it is informational.

Directive Publications Non-Directive Publications Policy Directives (PD) Pamphlets (AFPAM) Instructions (AFI) Handbooks (AFH) Manuals (AFM) Engineering Technical Letters (ETL) United Facilities Criteria (UFC)

1.1.1 The following list (not all inclusive) provides an indication of those publications whose standards are commonly required in task orders:

BAFB Integrated Facility Standards (IFS) o https://wbdg.org/ffc/af-afcec/installation-facilities-standards-ifs/barksdale-afb-ifs

� UFC 3-201-01, Civil Engineering � Louisiana Department of Transportation Standards

� UFC 3-250-04 Standard Practice for Concrete Pavements � UFC 3-250-08FA, Standard Practice for Sealing Joints and Cracks in Rigid and Flexible

Pavements � UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings � UFC 4-010-02 DoD Minimum Antiterrorism Standoff Distances for Buildings (FOUO) � UFC 3-401-01 Mechanical Engineering � UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems � UFC 3-600-01, Fire Protection Engineering For Facilities � UFC 3-101-01 Architecture � UFC 1-200-01 General Building Requirements � UFC 1-300-07A Design Build Technical Requirements � UFC 3-120-01 Sign Standard � UFC 3-520-01 Interior Electrical Systems � UFC 3-530-01 Design: Interior and Exterior Lighting and Controls � UFC 4-010-05, Sensitive Compartmented Information Facilities Planning, Design, FA460822R0001

01200-and Construction � FED-STD-795, Uniform Federal Accessibility Standards � National Pollutant Discharge Elimination System (NPDES) for Construction Activities, available at http://www.dep.state.fl.us/water/stormwater/npdes/construction3.htm � AASHTO, A Policy on Geometric Design of Highways and Streets � Manual on Uniform Traffic Control Devices � IBC, International Building Code � IPC, International Plumbing Code � IMC, International Mechanical Code � NFPA 10, Standard for Portable Fire Extinguishers � NFPA 70 National Electrical Code � NFPA 72 National Fire Alarm Code � NFPA 101 Life Safety Code � NFPA 220, Standard on Types of Building Construction � NFPA 780 Standard for the Installation of Lightning Protection Systems � AFI 31-101, Flight line Security Standards � AFI 32-1084, Standard Facilities Requirements Handbook � DCID 6/9, Physical Security Standards for Sensitive Compartmentalized Information

Facilities � JAFAN 6/9, Joint Air Force, Army, Navy Manual; Security Standards for Special

Access Programs (SAP) � ADAAG, Americans with Disabilities Act Accessibility Guidelines � OSHA, Occupational Safety and Health Administration Guidelines

1.2 In addition to the specific codes, standards and criteria referenced throughout the RFP, the design team shall prepare design and construction documents for all elements of the project in accordance with the following codes using the most current editions:

� ADAAG Americans with Disabilities Act Accessibility Guidelines � AFDS Air Force Design Guide, current edition � ANSI American National Standards Institute Standards � ASCE American Society of Civil Engineers, Minimum Design Loads for Buildings and

Other Structures, Latest edition.

� ASHRAE American Society of Heating, Refrigeration and Air Conditioning Engineers � ASTM American Society for Testing and Materials � DCID Director of Central Intelligence Directive 6/9, Physical Security Standards for

Sensitive Compartmented Information Facilities � EIA Electronic Industries Association � ETL Engineering Technical Letters � IBC International Building Code � IEEE Institute of Electrical and Electronics Engineers � IES Illuminating Engineering Society Lighting Handbook � IFC International Fire Code � IMC International Mechanical Code � IPC International Plumbing Code � NEC National Electrical Code, current edition � NEMA National Electrical Manufacturer's Association

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� NESC National Electrical Safety Code � NFPA National Fire Protection Association Codes and Standards, � current editions � SMACNA Sheet Metal & Air Conditioning Contractors National Association � TI’s Technical Instructions � TM’s Technical manuals � UFAS Uniform Federal Accessibility Standards � UFC Unified Facilities Criteria

This list is not intended to be a complete list. All work shall be designed and constructed to meet all state and federal codes, standards, and laws.

The design team/design firm shall also follow all current national and state codes, regulations, and specifications involving civil, architectural, interior design, structural, mechanical, electrical, and environmental disciplines, which are applicable to the engineering design and construction industry, including OSHA Safety and Health Standards and Air Force policy on Ozone Depleting Chemicals (ODC’s). Use of National Fire Codes and Life Safety Codes, published by the National Fire Protection Association (NFPA), the International Building Code (IBC), the Americans with Disabilities Act (ADA), Architectural Barriers Act (ABA) and the Uniform Federal Accessibility Standards (UFAS) is mandatory on all projects. In case of conflict between code requirements, the most stringent criteria shall apply.

01300-12

II. DESIGN STANDARDS

SECTION 01300

GENERAL DESIGN REQUIREMENTS

(Specific Design Criteria shall be identified in each Task Order)

1. Design Philosophy: When directed by the Task Order, the Contractor, to the maximum extent practical, shall prepare design documentation reflecting standard commercial practices and products. Design documentation shall specify generally accepted construction industry standards and procedures, and shall specify the use of commercially available (off-the-shelf) materials and assemblies. All construction drawings and design calculations of the MACC Contractor shall be affixed with the registration stamp (seal) of the Designer of Record (DOR) and that of all consultants, as appropriate, (e.g., structural, civil, mechanical, electrical, and fire protection engineers). 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 discipline. New projects with integrated control systems will utilize products that meet certain “Cyber Security standards”. The designer will be provided the Confidentiality-Integrity- Availability (C-I-A) values for each “system”, and the designer will specify compliant products.

2. Design Project Manager: The MACC Contractor shall appoint a Design Project Manager to serve as a single point of contact (POC) and liaison between the Design Team element of the MACC Contract and the Contracting Officer for all design work required under the MACC contract. Upon award of individual Task Orders, the designated Design Project Manager shall be made known to the Contracting Officer in writing. The Prime Contractor shall be responsible for ensuring their design team develops a complete and accurate design.

3. Review Conferences and Meetings: Design Review Meetings will be held as determined by the Task Order for all scheduled design submittals. In addition to scheduled submittal review conferences, coordination conferences may be held as deemed necessary by the Government or the Prime Contractor (accompanied by the Designer of Record) at an agreed upon time and location. The Prime Contractor 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 Prime Contractor will be responsible for having adequate representation in each of the disciplines included in their design (civil, mechanical, electrical, fire suppression, etc.) The Prime Contractor, accompanied by the Designer of Record, will orally present their design, sheet by sheet, to the meeting attendees. The Government will provide a conference room with computer system and projector. The Prime Contractor is responsible for making ‘Confirmation Notices’ of any conversation (telephone, fax or e-mail) and minutes of any meeting with AF personnel concerning the execution of the project. All minutes are due to Contracting Office within three (3) business days of the conference and meeting taking place.

4. Confirmation Notices: Any type of communication between the Prime Contractor, including subcontractors, and a Government official other than the Contracting Officer shall be documented by the Prime Contractor and submitted to the Contracting Officer. At a

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01300-13 minimum, the documentation shall identify the participating personnel, subject discussed, verbal directions, telephone conversations, faxes etc. These records, entitled ‘Confirmation Notices’, will be numbered sequentially and shall fully identify participating personnel, subject discussed and conclusions reached. The Contractor shall forward to the Contracting Officer a copy of said conference minutes not more than five (5) business days after the discussion.

5. Drawing & Specification Numbers: Each individual awarded Task Order shall require the Designer to annotate the contract drawings and specifications with a Government provided ‘Drawing Number’ and ‘Specification Number’. The drawing number will be indicated within the title block of the cover sheet and each subsequent drawing sheet within the drawings set. The specification number will be located in the upper right-hand corner of each page of the specifications and design analysis. Specification format as identified and developed by Unified Facilities Guide Specifications (UFGS) Format, UFC 1-300-02.

6. Pre-Proposal Conference and Site Investigation: MACC Contractors shall perform investigative evaluations of existing facility/site conditions and coordinate project requirements with using agency personnel 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 FOPR) 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 scheduled site visits, including a scheduled question and answer period. To prevent uncorroborated information from becoming part of a MACC proposal, discussions with using agency personnel outside of the scheduled conferences shall not be permitted. Supplemental site investigative evaluations and discussions with using agency personnel for clarification of design direction shall be permitted and encouraged (and coordinated by the Contractor through the designated CCI) once Task Order is awarded to a MACC Contractor.

7. Environmental Analysis for Initial ‘Concept’ Design: The Government will provide on each Task Order any asbestos or lead base paint survey information on the facility, if available. This limited survey information identifies areas known to contain asbestos or lead base paint but is not considered a comprehensive survey for construction. If identified in the Task Order, the MACC Contractors 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 MACC Contractor who will complete the project. Information on permitting and points of contact in the Barksdale Environmental Compliance Section is provided in Appendix 1.

8. Design Development Phases: Design accomplishment shall be as identified by each individual Task Order, and must be completed in accordance with the Design Development Phases defined herein (e.g. ‘Concept’, 35%, 65%, 95%, and/or 100%). Discrepancies and/or omissions within the design documentation relative to the required Task Order design phases shall be eliminated.

Each Task Order shall identify the maximum level of design accomplishment required (‘Concept’, 35%, 65%, 95%, and/or 100%) including a re-submittal of the ‘Corrected’ final

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01300-14 submittal, with back-check review performed and comments provided by the Government.

Design Development Phase definitions and required criteria are provided for in the following paragraphs.

‘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 will approximate 15% of a total design effort.

8.1 ‘Concept’ Design Analysis: MACC Contractor shall develop the Design Analysis incorporating narrative scope identifying basic Task Order requirements, general project parameters, functional and technical requirements of the Task Order, design objectives, and design assumptions. The MACC Contractor shall briefly delineate the basic scope and character of the project in support of the plans and specifications for all affected disciplines (e.g. Architectural, Civil/Structural, Electrical, Mechanical, Fire Protection, and Environmental). Concept Design Analysis shall include narrative, product literature and other descriptive catalog cut-sheets as appropriate providing as much detail as possible so that the Government can properly evaluate the design development. Calculations shall be limited to analysis of Life Safety Code evaluations in support of Exiting and Fire Protection.

8.2 ‘Concept’ Drawings: Conceptual design drawings (paper and digital) will generally include the following information as defined by each Task Order:

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

8.2.2 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.

8.2.3 Interior Design Requirements: Provide basic furniture layout plan showing locations of proposed furniture systems (systems, modular, and/or “loose” furniture) for review of general intent. Submit a three-ring binder with insertable plastic sleeves indicating proposed color scheme(s) and material finishes.

8.3 ‘Concept’ Specifications: MACC Contractors to provide a listing of Outline Specifications in CSI 48-Division format identifying the various Unified Facility Guide Specifications (UFGS) applicable to the Task Order with narratives for each applicable section briefly describing performance and quality criteria for all affected architectural and engineering disciplines.

9. Post-Concept Supplemental Site Investigation: The MACC Contractor selected to proceed with execution of Task Order (after initial pre-proposal ‘Concept’ Submittal) will be required to perform supplemental technical field investigations and surveys in support of

FA460822R0001

01300-15 awarded Task Order project criteria. Investigations and surveys may include utility locates, topographical surveys, and geo-technical surveys as identified within each Task Order project criteria. All engineering disciplines will be required to perform fact-finding engineering investigations to determine the most economical method of design and construction. This will include architectural, civil/structural, mechanical, electrical, communications, fire suppression, fire alarm, security alarms and environmental controls.

10. Preliminary (35%) Design:

10.1 Preliminary (35%) Design Analysis: MACC Contractors shall develop the Design Analysis incorporating narrative scope identifying Task Order requirements, project parameters, functional and technical requirements of the Task Order, design objectives, and calculations applicable to the project’s design. The MACC Contractor shall delineate the basic scope and character of the project in support of the plans and specifications for all relevant disciplines (e.g. Architectural, Civil/Structural, Electrical, Mechanical, Fire Protection, and Environmental). Preliminary Design Analysis shall include narrative, product literature and other descriptive catalog cut-sheets as appropriate providing sufficient detail for proper evaluation.

10.1.1 Civil/Site Design: Provide a brief description of the basic site layout including utility runs and the rationale behind this design. Address environmental conditions, existing site features, and the relationship of the site and building activities to the surrounding environment.

10.1.2 Civil/Site Calculations: The calculations for Civil/Site design elements, such as those listed below, will utilize accepted and recognized INCH-POUND (IP) units.

- Soil bearing capacities, settlement analysis, slope stability, erosion control, lateral earth pressures, and frost design.

- Road, paving, grading and storm drainage design.

- Parking allowances including handicapped spaces and organizational equipment.

- Verification of the adequacy of existing and planned utility systems required for complete project support.

- Sizing of domestic water and fire protection systems

- Sizing of waste-water collection systems, to include maximum flow rated in units per second for waste-water and sewage.

10.1.3 Architectural Design: Provide a brief description of the buildings architectural configuration and the rationale behind the design. Address environmental conditions, the relationship of the site and its activities to the building, appearance of the building, response to the architectural program requirements, section of interior and exterior materials, and construction techniques. Describe fire safety measures, including fire egress routes, stair and passage dimensions, detection and alarm systems, and fire suppression systems.

10.1.4 Architectural Calculations: The calculations for Architectural design elements

01300-16

(including Life Safety), such as those listed below, will utilize accepted and recognized INCH-POUND (IP) units.

- Life Safety Code (NFPA 101) Analysis. Complete exiting requirement calculations based on the Life Safety Code.

- Thermal conductance values for each wall section, which should be selected in coordination with the mechanical engineer to satisfy life cycle cost and energy conservation requirements.

- Physical Security, Evaluation of Force Protection Criteria as referenced in UFC 4- 010-01 DOD Minimum Antiterrorism Standards for Buildings dated 08 October 2003.

- Roof Drainage and connection to storm drainage system.

10.1.5 Structural Design: Provide a brief narrative description of the proposed structural approach. Describe the basic construction type and major structural components. Indicate the rationale behind the proposed structural system. Identify the codes, standards, criteria, and design methods around which the structural design will be developed. Indicate how the specified minimum structural criteria will be met or exceeded in the proposed design.

10.1.6 Structural Calculations: The calculations for Structural design elements, such as

̶ Wind, snow, seismic and dynamic loads ̶ Shear moments and axial loads; to include stress analysis diagrams and torsional effects where applicable.

̶ Deflection of members and walls ̶ Type and sizing of foundations, structural members, and connections.

̶ Uplift and stability of the structure ̶ Expansion and crack control ̶ Construction or erection limitations ̶ Structural adequacy of existing structures to account for new functional loads or new criteria.

10.1.7 Mechanical Systems:

10.1.7.1 Heating, Ventilation, and Air Conditioning (HVAC): Provide a brief narrative description of the proposed mechanical design. Indicate the rationale behind the selection of the proposed systems. Address the fuel source, environmental conditions, thermal envelope design, and operating characteristics of the HVAC system. Identify the codes, standards, criteria, and design methods around which the mechanical design will be developed.

Indicate how the specified minimum mechanical and environmental criteria will be met or exceeded in the proposed design. The calculations for HVAC design elements, such as those listed below, will utilize accepted and recognized INCH-POUND (IP) units.

̶ Heating and cooling design loads. Computerized calculations will indicate the

01300-17 basis of all input data.

̶ Estimated annual unit energy consumption (see architectural).

̶ Determine the design energy use and compliance with the energy use budget.

̶ Energy recovery systems

̶ Total energy and selective energy studies ̶ Complete system and unit capacities, indicating the dimensions of all equipment.

̶ System vibration and noise isolation and control, safety, security and fire protection.

̶ Size of heating and chilled water distribution, gas distribution, fuel storage, and special liquid, compressed air and vacuum systems.

̶ Sizing of mechanical lifts, hoists and passenger and service elevators.

̶ Outside air, ventilation and exhaust air design.

̶ Supply, return, and exhaust air duct sizing, and pressures.

̶ Acoustic analysis including system noise isolation and reduction.

̶ Building and related mechanical system commissioning, and the testing, adjusting, and balancing of mechanical systems.

̶ Surge analysis of closed loop systems ̶ HVAC control system parameters and constraints

10.1.7.2 Energy Analysis: All ‘Energy Management Systems’ (EMS), Energy Use Budget (EUB), minimum mandatory 10 CFR 435 Energy Conservation Measures (ECM), and analyses/evaluations shall be completed as of this 35% submittal.

10.1.7.3 Plumbing: Provide a brief narrative description of the proposed plumbing design. Indicate the rationale behind selection of plumbing systems. Identify the codes, standards, criteria, and design methods around which the plumbing design will be developed. Indicate how the specified minimum plumbing criteria will be met or exceeded in the proposed design. The calculations for Plumbing design elements, such as those listed below, will utilize accepted and recognized INCH-POUND (IP) units.

̶ Size of wastewater and sewage drainage systems inside the building.

̶ Allocation of Restroom fixtures

10.1.8 Fire Protection: Define the type of automatic fire detection that will be provided.

Include a description of the control system such as activation of the system, interlocks with HVAC system and connection to detection and alarm system. The calculations for Fire Protection design elements, such as those listed below, will utilize accepted and recognized INCH-POUND (IP) units.

̶ Water supply calculations indicating the adequacy of the design to meet sprinkler and hose stream flow demands. Calculations must be based on residual and static pressures and flow data obtained from water flow tests (as performed by the MACC Contractor in coordination with the Base Water Shop).

̶ Sprinkler calculations to determine water flow and pressure demands.

̶ Complete hydraulic design calculations for detailed sprinkler and Aqueous Film Forming Foam (AFFF)/High Expansion Foam (Hi-X) system design.

10.1.9 Electrical Systems: Provide a brief narrative description of the proposed

01300-18 electrical and lighting designs. Indicate the rational of selecting these systems. Identify the codes, standards, criteria, and design methods around which the electrical and lighting design will be developed. Indicate how the specified minimum electrical and lighting criteria will be met or exceeded in the proposed design.

10.1.10 Electrical Calculations: The calculations for Electrical design elements, such as

̶ Maintained lux [Foot-candle (FC)] levels in all areas. Where areas are similar in size and usage, only a typical calculation is required.

̶ Individual circuit and system load analysis tabulated in amperes for each panel board or switchboard.

̶ Transformers, generators, switchboards and feeders indicating all demand, diversity, and ambient-temperature or conductor-grouping factors considered in the selection of equipment or conductor sizes.

̶ Non-linear loads and harmonic contributions, kilowatt rating of transformers etc.

̶ Ground fault and its circuitry protection.

̶ Voltage-drop on all service and feeder circuits, and on worst-case branch circuits supplied by each panel board and switchboard.

̶ Weight, dimensions, and electrical characteristics of each major item of equipment supported by manufacturer’s names, and catalog cut sheets and model numbers.

̶ Short circuit calculations ̶ Electromagnetic Protection

10.1.11 Life-Cycle Cost Analysis: Indicate factors for HVAC systems, lighting, and plumbing systems. Provide the specified energy budget analysis for the proposed building. Perform development of all ‘Energy Management Systems’ (EMS), Energy Use Budget (EUB), minimum mandatory 10 CFR 435 Energy Conservation Measures (ECM), and analyses/evaluations in support of energy consuming equipment. Design calculations shall include Life Cycle Cost Analyses on which selection of design alternatives are based and clarification of code references for project compliance.

10.1.12 Energy Conservation: Energy directives in the form of Executive Order 12902 issued in 1994, and as a result of Public Law 94-163 and Public Law 102-486, identify minimum requirements for energy considerations in facility operation, construction, or alteration (additional Executive Orders have also been issued). This includes details as expanded by Federal regulations in the form of 10 CFR 435 and interpreted by the Air Force in ETL 94-4. Air Force design criteria for Energy Conservation consist of specifically following Engineering Technical Letter (ETL) 94-4 and 10 CFR 435. All requirements stated within these two documents shall be reviewed and incorporated into the design of each Task Order as applicable.

10.1.13 Energy Use Budgets (EUB) Technical Analysis/Evaluation: Provide as part of the 35% Design Submittal, a technical analysis/evaluation to comply with AF design criteria regarding requirements for Energy Use Budgets.