Attch 6 - MACC General Provisions.pdf

GENERAL PROVISIONS

MULTIPLE AWARD CONSTRUCTION CONTRACT

(MACC)

For

KIRTLAND AIR FORCE BASE, NM

01 Feb 2012

377th Mission Support Group/ Civil Engineering (377MSG/CE)

Kirtland Air Force Base, NM 87123

2 February 2012 1 of 32 Attachment 6 Solicitation FA9401-12-R-0002

Table of Contents

I. PREFACE .................................................................................................... i

II. MULTIPLE AWARD CONSTRUCTION

CONTRACT (MACC) STATEMENT OF WORK ………………………1

III. DESIGN STANDARDS

Appendix 1 KAFB Design Guide, Current Edition

Appendix 2 KAFB Architectural Compatibility Plan, Current Edition

Appendix 3 DUSD (IE) Section 438 EISA Policy Memo

Appendix 4 KAFB Specifications

1. 13280 Asbestos Containing Materials Remediation

2. 13281 Lead Containing Materials Remediation

3. 16710 Communications

4. 16721 New Construction-Automatic Detection and Alarm System

5. 16721 Existing bldg remodel-Automatic Detection and Alarm System

6. 1012 Native Grass Seeding Specification

Appendix 5 AF Form 592, Burn Permit

Appendix 6 AF 103, Digging Permit

Appendix 7 Air Force Federal Mandates Quick Reference

Appendix 8 Recycling Specification for KAFB.

Appendix 9 Environmental Requirements KAFB.

Appendix 10 Base Access Procedures KAFB

Appendix 11 DoD Minimum Antiterrorism Construction Standards – Pre-Final

Checklist

Appendix 12 Waste Diversion Report

Appendix 13 AF LEED SDD Implementation Guidance

2 February 2012 2 of 32 Attachment 6

Appendix 14 KAFB Guidance and Standards

1. Irrigation

2. Backflow Prevention

3. Toilet Accessories

4. Minimum Comm. Standards

5. Metering

2 February 2012 3 of 32 Attachment 6

PREFACE

AIR FORCE NUCLEAR WEAPONS CENTER

KIRTLAND AIR FORCE BASE, NEW MEXICO

Mission

Conduct nuclear operations; organize, train, equip and deploy expeditionary forces; and operate, secure and support Kirtland AFB.

Profile

Kirtland AFB is just southeast of Albuquerque, New Mexico (see Figure 1-1), at the foot of the Manzano Mountains. These mountains define the eastern boundary of an area called East Mesa.

Kirtland AFB encompasses approximately 52,000 acres of the East Mesa and has an average elevation of 5,400 feet above mean sea level. Land use for areas adjacent to the installation includes the Cibola National Forest to the northeast and east, the Isleta Indian Reservation (Isleta Pueblo) and Cibola National Forest (including Manzano Wilderness Area) to the south, and residential and business areas of the City of Albuquerque to the west and north. Flying operations at Kirtland AFB share the flightline, runways and air space with commercial aviation at the Albuquerque Sunport.

Kirtland AFB employs over 23,000 people, including more than 3,000 active duty, 1,100 Guard and Reserve, 3,400 civil service, 300 nonappropriated fund employees and 12,500 contractors.

377th Air Base Wing, Kirtland’s host organization, supports more than 100 mission partners.

Major Tenant Units

Air Force Research Laboratory - Center of expertise in the range of technologies required for high-energy lasers, high-power microwaves, high-power millimeter waves and advanced optics.

58th Special Operations Wing, Air Education and Training Command - To train mission-ready aircrews in Special Operations, Personnel Recovery, Missile Site Support and Distinguished Visitor airlift for the USAF. Aircraft include UH-1N Huey (helicopter), HH-60G Pave Hawk (helicopter), TH-1H Huey II (helicopter), HC-130P/N Combat King, MC-130P Combat Shadow, MC-130H Combat Talon II and CV-22 Osprey

Det 1, 342nd Training Squadron, Pararescue and Combat Rescue Officer Training School - Provide the highest quality pararescue and combat rescue officer personnel capable of worldwide deployment for rescue and recovery operations.

Other Tenant Units – In addition to the larger units listed above, Kirtland is home to approximately 70 others, representing multiple DoD and government agencies.

2 February 2012 4 of 32 Attachment 6

MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC)

Kirtland AFB, New Mexico

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

2 February 2012 5 of 32 Attachment 6

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 Kirtland Air Force Base, New Mexico. A ‘Task Order Request for Proposal’ (TORFP) will be issued under this MACC contract to define specific project requirements involving design and construction.

Task Order 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 including drawings, specifications, design analysis etc.

representative of a 35%, 65%, 95%, and/or 100% 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 the approved design and contract requirements.

1.2 Work Element No. 2 (Consummate Design Effort Required): MACC Contractor shall be provided a previously accomplished preliminary/ intermediate design effort (e.g. 35% / 65%) including available drawings, specifications, and/or design analysis etc. which is to be further developed into a 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 the approved design and contract requirements.

1.3 Work Element No. 3 (Construction Effort Only): MACC Contractor shall be provided a 100% completed design document (drawings, specifications, and/or design analysis etc.) to initiate and complete construction execution in accordance with the design documents and 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, electrical, mechanical (including HVAC), painting, carpentry, roofing, millwork, road repair, and other specialty and general contracting work.

3. Contract Organization: The contractor shall have a design and construction staff available 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.

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4. Ordering Procedures: As the need arises for performance under the terms of this contract, the Contracting Officer or authorized representative will issue a 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. Each task order will be competed among all successful contractors awarded this MACC, unless excluded due to poor past performance or other reasons as determined by the CO under the terms of the evaluation procedures. Attendance at the pre-proposal site visit is mandatory for all contractors.

4.1 Time duration for developing submittal of the contractor’s proposal for individual requirements will be as agreed upon by the government and the contractors at the pre-proposal meeting; however, at no time shall this time period exceed 30 Calendar days.

4.2 Following Government review of the proposal, the Contracting Officer will arrange and conduct negotiations with the MACC Contractor, Civil Engineer Project Manager (CEPM), and any other persons deemed necessary, for resolving any variations involving price, time, quantities, and any other relevant items.

4.3 Following award of the Task Order, 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 overall contract.

5. Project Locations: The contractor shall accomplish all work under this contract either at

Kirtland Air Force Base New Mexico in accordance with each Task Order.

6. Standard Working Hours: The standard hours of work are from 0700 to 1600 hours, Monday through Friday, excluding Federal holidays. Hours may be modified in accordance with each individual Task Order.

7. Security Requirements: Contractor will adhere to installation guidance and operational plans concerning the antiterrorism program. Immediately notify base security forces on any suspicious events.

7.1 Base Access Procedures, appendix 10, details access requirements for all contractors and subcontractors.

End of Section

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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) 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.

1.1 Access to the site is the responsibility of the Contractor. If clearing brush or construction of temporary access is necessary, it is the responsibility of the Contractor to perform this work. The Contractor shall not cut trees or controlled (regulated) plants without authorization.

2. FPCON (Force Protection Condition) 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 allowing 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 Civil Engineering Construction Inspector (CECI) 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: 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 good condition, the exterior shall be clean, and in good repair without broken windows, excessive signage, or graffiti, and the paint shall be free from peeling or fading.

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 coordinate specific location and parameters of the staging area(s) with the Contracting Officer. 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 tan 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 CEPM is the sole judge as to what constitutes an

2 February 2012 8 of 32 Attachment 6 acceptable staging area. Dumpsters 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.

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

3.5 All projects that include excavation must be issued a Fugitive Dust Permit. See Appendix 9, Environmental Requirements KAFB for details.

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. To the greatest extent practicable, locate dumpsters behind the construction fence or out of the public view.

Dumpsters shall not be permitted to overflow, and shall be emptied before reaching that condition, as needed to keep the site free of debris and trash.

3.7 Temporary Sanitation Facilities: All temporary sewer and sanitation facilities shall be self contained units with both urinals 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 Utility Locates and Outages: Before construction associated with Task Order begins, the Contractor shall coordinate with the Contracting Officer the location of all existing utilities. Utility identification shall be as described in each Task Order.

Normal procedures typically involve the Government providing utility identification by indication with paint lines at grade. Contractor shall allow a minimum of fourteen

(14) days to obtain ‘Digging Permit’ (AF Form 103) and shall be responsible for marking limits of pending construction zones with white paint to aid Government personnel in identification of utilities (as detailed in Task Order). See Appendix 8, AF 103 Sample. Proposed utility outages which affect a facility and any other adjacent facilities shall be coordinated with the Construction Contract Inspector (CECI) fourteen (14) 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, and coordinated with the CECI.

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

a. 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 for disposal by the Contractor.

b. The Contractor (including all its Subcontractors) shall comply with the Air Force Guidance concerning solid waste disposal of construction debris. This will include providing all required information on the disposal of all construction debris from any and all demolition and construction work. See Appendix 9, Environmental Requirements KAFB, and Appendix 8, Recycling Specification for details.

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3.10 Disposal of Equipment or Material Containing Hazardous Waste under each construction Task Order:

a. Contractor may be required to handle or move contained hazardous waste to on-base storage sites, as directed by the Contracting Officer. Examples of "contained hazardous waste" include: non-leaking transformers containing PCB's, properly sealed waste containers, and spent fluorescent tubes packaged properly. Contractor will not handle exposed hazardous waste, nor will the Contractor remove hazardous waste from the Base, unless specifically provided for elsewhere in the contract.

b. Contractor shall be responsible for disposal of all Contractor generated hazardous waste during the course of this contract. Accumulation, storage, treatment or disposal of this hazardous waste must be accomplished in compliance with all applicable Federal, State and Local requirements.

4. Protection of Government Property: Contractor shall protect all Government property within the buildings in which he is working as well as all buildings and facilities adjacent to the project site, 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 performed in accordance with NFPA 241, Safeguarding Building Construction and Demolition Operations, including Appendix A. 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.

6.2 Fire Department will issue an AF Form 592, “USAF Welding Cutting and Brazing Permit”, as verification of approval. See Appendix 5, AF Form 592 Burn Permit for an example.

6.3 Fire extinguishers will be required on construction equipment. A 10 ABC minimum rating is required for fire extinguishers.

7. 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

2 February 2012 10 of 32 Attachment 6 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.

Disposal of hazardous waste shall be in compliance with local, state and federal standards. An alternative, approved disposal site is the KAFB landfill.

8. Work Clearance Request (Digging Permit): Prior to any work, the Contractor shall obtain an approved ‘Digging Permit’ (AF Form 103) from the Civil Engineering Dig Permit Desk in Building 20686. Contractor shall notify the CECI fourteen (14) days prior to the start of any excavation. Once marked (by either the Contractor or the Government), the contractor shall maintain all utility marks.

9. 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).

10. Use of Radioactive Materials: MACC contractors bringing radioactive materials or devices containing radioactive sources must have prior approval from the Wing Radiation Safety (RSO) in accordance with local regulations.

11. Coordination, Safety and Regulatory Requirements:

11.1 Airfield Safety: All Contractor’s operations shall be conducted in strict accordance with FAR Clause 252.236-7005, AIRFIELD SAFETY PRECAUTIONS. A Flight Line Driving Pass issued by Airfield Operations 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. Kirtland Flight Line is a restricted access security area and is bounded by a red line. Construction requirements may require the contractor to obtain access badges or provide escorts. The base has very limited capability to supply any escorts.

Individual Task Orders will expand on the security requirements associated with this FAR Clause.

11.2 Individual tenants may require the contractor to obtain special access to those facilities through means of an access badge or pre-arranged escorts.

12. Special Events: KAFB 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. Should scheduling information be available at the time of Task Order award, the special events, and their approximate time periods will be as identified during the contract performance period.

End of Section

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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 may 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.

1.1 Building Codes:

1.1.1 National Electric Code, NFPA No. 70

1.1.2 National Electric Safety Code (ANSI C2)

1.1.3 National Fire Protection Association (NFPA) Codes

1.1.4 Life Safety Code (NFPA 101)

1.1.5 International Building Code (IBC)

1.1.6 Uniform Federal Accessibility Standard (UFAS)

1.1.7 International Mechanical Code

1.1.8 International Plumbing Code as amended by UFC-3-420-01

1.1.9 Americans with Disabilities Act (ADA)

1.2 Design Standards:

1.1.1 KAFB Architectural Compatibility Plan (ACP)

1.1.2 10 CFR 435 Energy Conservation Voluntary Performance Standard for New

Buildings. This is mandatory for new Federal Buildings.

1.1.3 Applicable Unified Facilities Criteria (UFC) Publications as they become available: http://65.204.17.188//report/doc_ufc.html

1.1.4 ANSI B31.8 (1968) and B31.8b (1969) Gas Transmission and Distribution

Piping Systems

1.1.5 Council of American Building Officials (CABO) One and Two Family Dwelling

Code

1.1.6 Mechanical systems – ASHRAE and SMACNA Standards

1.3 Other Standards, Criteria and Guidelines:

1.3.1 Air Force Regulations, Manuals, Engineering Technical Letters (ETL), MIL Handbooks, and Pamphlets. The Air Force Regulations (AFR), Air Force Manuals (AFM), Air Force Instructions (AFI), Air Force Pamphlets (AFPAM), and United Facilities Criteria (UFC) required for any specific design are available to the MACC CONTRACTOR on an Internet site. The Government will furnish the web address to this site as requested by the MACC

CONTRACTOR.

1.3.2 All structural design loads for buildings and other structures shall be developed in accordance with UFC 1-200-01. For snow, wind, and frost design criteria, use UFC 3-310-01-Table 1.

2 February 2012 12 of 32 Attachment 6 http://65.204.17.188/report/doc_ufc.html

1.3.3 UFC 1-300-08; Process for the Transfer and Acceptance of Real Property

1.3.4 UFC 1-200-01; Design: General Building Requirements

1.3.5 UFC 3-600-01; Design: Fire Protection Engineering for Facilities

1.3.6 UFC 4-010-01; DoD Minimum Antiterrorism Standards for Buildings

1.3.7 All other Air Force publications, manuals, pamphlets, and regulations deemed applicable by the DM.

1.3.8 PNM Guide Specifications for High-Voltage Electrical Installation

The above lists are not intended to be complete. All work shall be designed and constructed to meet all state and federal codes, standards and laws.

The Designer 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) and the International Building Code (IBC) is mandatory on all projects. In case of conflict between code requirements, the most stringent criteria shall apply.

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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. Design shall be based on consideration of all practical alternatives in support of defined requirements. All construction drawings and specifications of the MACC Contractor shall be affixed with the registration seal of the Engineer/Architect of Record 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 seal of architect or engineer with personal signature and date over same appearing on all sheets as applicable to their discipline.

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.

3. Review Conferences and Meetings: Design Submittal Review Conferences 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 Designer at an agreed upon time and location. The 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 Designer will be responsible for documenting any conversation (telephone, fax or e-mail) and/or minutes of any meeting with AF personnel concerning the execution of the project. All project documentation should be included in the DA for the next submittal milestone.

4. Pre-Proposal Conference and Site Investigation: MACC 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 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 outside of the scheduled conferences shall not be permitted. Supplemental site investigative evaluations and discussions with Using Agency for clarification of design

2 February 2012 14 of 32 Attachment 6 direction shall be permitted and encouraged (and coordinated by the Contractor through the designated CECI) once award of Task Order to selected MACC Contractor has been made.

5. 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 may identify areas known to contain asbestos or lead base paint but is not considered a comprehensive survey for construction. Each MACC 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 MACC Contractor. The MACC Contractor shall coordinate permitting and environmental matters with the DM.

6. Services Required:

6.1 Services of all Architectural or Engineering disciplines may be required in the performance of this contract. Design services shall be broken down into the following performance types:

6.1.1 Type A: Architectural and Engineering studies, conceptual development, renderings, photographic documentation, design and product research, field investigations, program verification, site surveys and analysis, and miscellaneous evaluations as described in the particular design task order. Investigative services include, but are not limited to, the following: Shop Drawing approvals, Life Safety Egress plans, hazards analysis, extensive building code reviews (including fire, safety and accessibility), surveys of existing facilities, topographic and soil surveys as applicable, development of conceptual solutions, identification and testing of suspected asbestos, lead and PCB containing materials, and verification of all dimensions, measurements, and locations of existing facilities, utilities and equipment for the development of as built drawings as well as geospatial requirements.

6.1.2 Type B/Title I: Design Services required for the actual production and delivery of construction designs, plans, drawings, specifications, and cost estimates. Fees for these services are limited, by public law, to 6% of the Programmed Amount (PA) for the project.

6.1.3 Title II: Inspection and construction supervision services performed after award of a construction contract. Title II services include, but are not limited to the following:

review of material submittals, attendance at construction meetings, change order preparation, any field engineering required to resolve construction problems, and periodic site inspections and visits. Specific inspection services required will be described in the individual design task order.

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6.2 Design Analysis: The design analysis shall be submitted in both hard and electronic formats. The hard copies shall be prepared on standard 8-1/2” x 11” sheets, double sided head to foot format and submitted as a bound report; the electronic copy shall be submitted as a single PDF file. The design analysis shall incorporate engineering computations, seismic analysis, structural load analysis, soil borings and analysis, heating and cooling load calculations, test and survey results, building code reviews (including fire, safety, and accessibility) with documentation of any code deficiencies, energy code compliance documentation, confirmation of program requirements, life cycle costs analysis, equipment and material data, concept sketches, photographic documentation, existing building/site analysis, asbestos, lead, and PCB sampling data including all test results, survey reports and any other information necessary to clearly define the scope of the project and to express the designer’s intentions and methods.

The author of each section shall be clearly indicated, including professional seals when appropriate. HVAC load calculations shall comply with the latest ASHRAE guidelines, be easily readable with all assumptions, areas, and material properties clearly stated. HVAC load calculation software to be used for designs shall be Trace 700, or approved equivalent design software. All seismic bracing of equipment and piping shall be designed and stamped by a licensed engineer. Performance specifications on seismic bracing and fire protection design will be permitted. Fire protection design shall include all hydraulic calculations and be stamped by a qualified NICET level 3 designer or licensed fire protection engineer. Corrosion control design shall include all design calculations and be stamped by a qualified corrosion engineer (NACE Certified Corrosion Specialist (1), NACE Certified Cathodic Protection Specialist, or registered professional corrosion engineer). The design analysis shall include a project documentation section which documents minutes of meetings, Government review comments, MACC CONTRACTOR actions and responses to comments, and any communications relevant to the individual task.

6.3 Drawings: Drawings shall be required in both electronic (DWG & PDF files) and hard copy formats. All drawings, both hard copy and electronic, shall include the standard government title block and border. The location plan(s), drawing index, drawing legend, abbreviations, and project title shall be located on the first sheet of the drawings; on a subsequent sheet all Life/Safety data shall be clearly compiled including, but not necessarily limited to, International Building Code (IBC) reference pertaining to the specific project and a building/site plan clearly indicating appropriate pertinent information such as fire separation walls, path of egress, etc. All drawings shall include a graphic scale. Lettering shall be no less than 1/8” high. The Government will provide the templates for the cover sheet, index sheet, etc.

Drawings shall be accurate, professional and in sufficient detail, including all required schedules, tables, details, sections, plans, elevations and general notes, to enable proper and satisfactory construction of the entire project. Final drawings and documents shall be sealed and signed by a principal of the firm, registered in engineering and/or architecture as appropriate. Separate sections shall be sealed and signed by licensed individuals within the respective disciplines.

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6.4 Cost Estimates: The construction cost estimate shall be prepared on an Air Force Form 3052 and all pages must be clearly stamped “For Official Use Only”. The construction cost estimate shall be required in both electronic and hard copy formats. The electronic version shall be submitted in both PDF and Microsoft Excel file formats, and the hard copy on sheets adequate in size to clearly convey the information being provided. The General Provisions of this contract are applicable to all cost estimating services provided under this contract. The cost estimate shall be summarized to correlate with the DD Form 1354, “Transfer and Acceptance of Military Real Property.”

6.4.1 Ensure cost estimates provided at each phase of design are supplied at the +/-percentage accuracy required. The 35% design requires a +/- 25% cost estimate, the 65% design requires a +/- 15% cost estimate and the 95% design requires a +/- 10% cost estimate (refined from the 65% estimate). Any design provided at a percentage not mentioned in this section shall have a cost estimate provided at the accuracy required by the next highest design percentage defined in this section (i.e. a 50% design shall have a +/- 15% cost estimate).

6.4.2 Cost estimates shall be descriptive and in sufficient detail to include all distinct operations of work required including quantities, unit costs, labor hours, and labor rates (derived from the latest versions of RS Means).

Material quantities, cost estimates and other similar bid sensitive information shall be considered privileged and will remain the sole property of the United States Government. The disclosure of such information to unauthorized persons is strictly prohibited. The MACC CONTRACTOR shall take such precautionary measures as necessary to maintain the confidential nature of all such information prepared under this contract.

6.4.3 Several projects may be included in one design task as indicated by separate project numbers. The construction cost estimate must separately identify the work items and totals for each project. The MACC CONTRACTOR shall obtain guidance from the DM as required to correctly separate project work items on the construction cost estimate.

6.5 Real Property Documentation: Assistance in providing Real Property Data utilizing the DD 1354 Form shall be a requirement for each task.

6.6 Bid (Pricing) Schedule: The Pricing Schedule shall correlate with the DD 1354

Form. Lump Sum pricing schedules are unacceptable. A Draft DD Form 1354 and the “Building Information Checklist” shall be developed in accordance with UFC 1-300-08. The bid schedule shall be required in both electronic and hard copy formats. The electronic version shall be submitted in both PDF and Microsoft Word file formats, and the hard copy shall be provided on 8-1/2” x 11” sheets.

2 February 2012 17 of 32 Attachment 6

6.7 Specifications: Specifications, including all technical and special conditions, shall be based on the Uniform Facility Guide Specifications (UFGS) format modified for Air Force construction and shall be prepared and tailored by the MACC CONTRACTOR to meet Government standards. UFGS specifications can be located at the following URL link: http://www.wbdg.org/ccb/ccb.php. The specifications shall be complete and clear and shall amplify all information shown on the drawings and include detailed requirements for materials and equipment, and any required layouts, details and/or schedules; any drawings or sketches which are part of the specification shall include a graphic scale. The specifications shall be descriptive in nature so as to permit full and free competition among bidders and equipment suppliers. The specifications shall be required in both electronic and hard copy formats. The hard copy specifications shall be printed on standard 8-1/2” x 11” paper, leaving a one-inch margin right and left, and a 1-1/2” margin top and bottom. The electronic format specifications shall be submitted in a single PDF file. All paragraphs shall be numbered and lettered.

References shall be made to Federal Specifications, ASTMs, and trade standards when applicable to establish a uniform standard. All references to Military and Federal Specifications or Standards listed at the beginning of each section must be dated with the latest revisions annotated. All standards and specifications used in the text shall be listed in the opening reference paragraph. Additionally, the MACC CONTRACTOR shall provide a completed Submittal Checklist, as well as a completed “Schedule of Drawings” and a “Pricing Schedule” (See Attachments) for each submittal stage following the General Requirements Section – Division 01. Proprietary type specifications are to be avoided. Whenever it is necessary to use a manufacturer’s name to describe a type of product, at least three manufacturers shall be named, if possible, and shall include the words “or approved equal.” When “brand name or equal” descriptions are necessary, specification must clearly identify and describe the particular physical, functional, or other characteristics of the brand-name items that are considered essential to satisfy the requirement. Materials, components, and equipment shall be designated for submittal to the Contracting Officer for approval. The term “Contracting Officer” shall be used in all specifications sections in place of reference to “owner” or “Architect/Engineer.”

6.7.1 Government Specification Sections: Kirtland AFB CE requires the use of the

Uniform Facility Guide Specifications as found at http://www.wbdg.org/ccb/ccb.php. As noted above, the MACC CONTRACTOR shall provide a completed Submittal Checklist, as well as a completed “Schedule of Drawings” and a “Pricing Schedule” (See Attachments) for each submittal stage following the General Requirements Section – Division 01.

7. Geospatial Data: Geospatial/mapping data is required to be submitted for all work outside the bounds of footprints of buildings and structures. Contract deliverables that involve maps or other geospatial data must be delivered in a geo-referenced GIS (Geographic Information System) format. For vector data, this will be an ESRI personal geodatabase format (9.X) unless otherwise approved by the IGI&S (Installation Geospatial Information and Services).

For raster data, this will be an ESRI compatible format.

2 February 2012 18 of 32 Attachment 6 Solicitation FA9401-12-R-0002 http://www.wbdg.org/ccb/ccb.php http://www.wbdg.org/ccb/ccb.php

7.1 SDSFIE Data Standards/Structure: All geospatial and associated data must comply with the latest version of Spatial Data Standards for Facilities, Infrastructure, and Environment (SDSFIE) available from the CADD/GIS Technology Center at http://tsc.wes.army.mil/products/TSSDS-TSFMS/tssds/html/. These data will be organized using the most recent SDSFIE specifications for entity naming conventions, attribute fields, domain names, and topology.

7.2 Surveys: Global Position Systems (GPS) or comparable traditional survey methods will be used to collect geospatial data (e.g., northing, easting, and elevation above or below the Earth's surface) for all contract activities where geospatial data is involved. For construction purposes this data will be obtained at the time of construction and prior to burial in the case of underground utilities. Survey methods must meet accuracy standards for actual results. All data must be collected within submeter accuracy, except for utilities underground data, which must be collected at survey grade accuracy of 1 foot or less.

7.3 Database Design/Topology: The database design must be reviewed, approved and provided before data capture begins. The utility data must have topology, with defined relationships between features and be a true network. Linear features must be connected.

7.4 Metadata: All deliverable data (geospatial and textual data) must be accompanied by metadata using Federal Geographic Data Committee (FGDC) Content Standards for Digital Geospatial Metadata (CSDGM) for organization. Content will accompany all submissions.

7.5 Delivery Format: No deviations from the Government's established standards will be permitted unless prior written approval of such deviation has been issued by the Contracting Officer. All linkages of non-graphical data with graphic elements, relationships between data objects and attributes, and report formats shall be maintained. All data deliverables (plans, surveys, studies, imagery, designs, etc.) shall be in a digital (electronic information) format and shall be delivered in a format that is directly compatible with the CADD/GIS Technology Center’s Spatial Data Standards version 2.100 (or latest version available).

8. Miscellaneous Items:

8.1 Color and finish materials board(s) shall contain all finished materials specified for the individual task order clearly illustrating all salient aesthetic characteristics.

8.2 Provide a complete list of all required permits construction contractor shall be responsible for, including all EPA permits.

8.3 Renderings, contextual photographs and video clips as required in individual task order statements.

9. Design Submittal Requirements:

9.1 The Architect / Engineer shall complete the designs for each task order and deliver the submittals to the DM in accordance with the following submittal requirements. The actual submittal requirements for each individual task will be identified in the individual task statement and at the subsequent pre-design meeting. 35%, 65%, 95% and 100% submittals shall be standard for all design task orders; however for certain

2 February 2012 19 of 32 Attachment 6 http://tsc.wes.army.mil/products/TSSDS-TSFMS/tssds/html/ designs, different submittal levels may be required as outlined in the individual task order Statement of Work (SOW). MACC CONTRACTOR shall be required to provide a design schedule (in calendar days) necessary to complete all major milestones. Specific calendar dates will be assigned to individual design milestone events at the pre-design meeting and shall be incorporated into the delivery order.

Submitted hard copy documents must be plotted directly from the electronic (PDF) files.

9.2 Preliminary Design Submittal (35%): The general direction and details of the design shall be firmly established and clearly indicated at this design level. The Preliminary design submittal shall include, at a minimum, the following information:

9.2.1 The preliminary Design Analysis shall include a list of all required permits

(including EPA), test and survey results (including asbestos, lead, PCBs, etc.), complete design calculations, product and equipment data, status of code deficiencies and any other information required to fully describe the architectural, mechanical, electrical, structural, and other supporting systems.

The design analysis shall also include minutes of meetings, and any communications relevant to the individual task.

9.2.2 Drawings as indicated herein to include final basic floor plans, rough architectural and structural sections and details, preliminary mechanical and electrical equipment and distribution system layouts, fully developed elevations, schedules and tables, completed Life/Safety data sheet and IBC code analysis, and any other information required to clearly illustrate and describe the design.

9.2.3 Draft UFGS specifications including a preliminary final specification index for the project. These shall include all final specifications to be used, unedited but indicating which sections are intended for use.

9.2.4 Cost estimate (on an AF Form 3052). The electronic version of the cost estimate shall be provided in a Microsoft Excel file.

9.2.5 Preliminary finish color and material board to include material samples and colored elevations, if applicable.

9.2.6 Submittal items shall be required in both electronic and hard copy format as outlined below. If necessary, requirements will be further identified in the individual task order statement.

9.2.6.1 Drawings: One (1) complete set in Adobe Acrobat (PDF) format on CD.

9.2.6.2 Drawings: One (1) complete set in AutoCAD (DWG) format on

CD.

2 February 2012 20 of 32 Attachment 6

9.2.6.3 Drawings: Two (2)-½ size sets (11” x 17”) fastened together in proper order.

9.2.6.4 Drawings: One (1) set full size print (standard-D size), fastened together in proper order.

9.2.6.5 Specifications: One (1) complete set in Adobe Acrobat (PDF) format on CD.

9.2.6.6 Design Analysis: One (1) complete document (as described in Section 4.2.1) in Adobe Acrobat (PDF) format on CD.

9.2.6.7 Design Analysis: Three (3) complete documents, double-sided head to foot format to include Design Calculations: 8 ½” X 11”.

9.2.6.8 Color Boards one (1) exterior and one (1) interior: 8 ½” X 11”.

9.3 Intermediate Design Submittal (65%): The general direction and details of the design shall be fully developed and clearly indicated at this design level. The intermediate design submittal shall include, at a minimum, the following information:

9.3.1 The intermediate Design Analysis shall be a revised and updated version of the preliminary design analysis including minutes of meetings, Government review comments, MACC CONTRACTOR actions and responses to

9.3.2 Drawings as indicated herein to include final basic floor plans, developed architectural and structural sections and details, detailed mechanical and electrical equipment and distribution system layouts, detailed elevations, schedules, tables, completed Life/Safety data sheet and IBC code analysis, and any other information required to clearly illustrate and describe the design.

9.3.3 Final UFGS draft specification.

9.3.4 Detailed cost estimate (on an AF Form 3052). The electronic version of the cost estimate shall be provided in a Microsoft Excel file.

9.3.5 Finish color and material board (only if changed from the 35% submission), if applicable.

2 February 2012 21 of 32 Attachment 6

9.3.6 Submittal items shall be required in both electronic and hard copy format as outlined below. If necessary, requirements will be further identified in the individual task order statement.

9.3.6.1 Drawings: One (1) complete set in Adobe Acrobat (PDF) format on CD.

9.3.6.2 Drawings: One (1) complete set in AutoCAD (DWG) format on

CD.

9.3.6.3 Drawings: Two (2)-½ size sets (11” x 17”) fastened together in proper order.

9.3.6.4 Drawings: One (1) set full size print (standard-D size), fastened together in proper order.

9.3.6.5 Specifications: One (1) complete set in Adobe Acrobat (PDF) format on CD.

9.3.6.6 Specifications: One (1) complete set fastened together in proper order: 8 ½” X 11”.

9.3.6.7 Design Analysis: One (1) complete document in Adobe Acrobat

(PDF) format on CD.

9.3.6.8 Design Analysis: Three (3) complete documents, double-sided head to foot format to include Design Calculations and Intermediate Review Comment Sheets including MACC CONTRACTOR actions and responses (as described in Section 4.3.1): 8 ½” X 11”.

9.3.6.9 Color Boards one (1) exterior and one (1) interior.

9.4 Pre-Final Design Submittal (95%): The design at this level shall be in reality a 100% complete and checked package of design documents in sufficient detail to allow for bidding and construction. The intent of this submittal is to provide the Government a final check and will not be used as a quality control check for the Architect-Engineer. The pre-final submittal shall include, at a minimum, the following information:

9.4.1 The pre-final Design Analysis shall be a revised and updated version of the intermediate design analysis including minutes of meetings, Government review comments, MACC CONTRACTOR actions and responses to

9.4.2 Contract drawings as indicated herein to include all floor plans, sections, details, elevations, completed schedulers and tables, Life/Safety data sheet and general notes as required to include the basis for design clearly defined on the first sheet of each discipline.

9.4.3 Final UFGS edited specifications.

9.4.4 Final detailed cost estimate (on an AF Form 3052).

9.4.5 Draft bidding schedule.

2 February 2012 22 of 32 Attachment 6

9.4.6 Completed permits (including EPA), if applicable.

9.4.7…