Specifications_Guide.pdf

03/16/10

MOODY AIR FORCE BASE

GEORGIA

SPECIFICATIONS GUIDE

THIS PAGE INTENTIONALLY LEFT BLANK

TABLE OF CONTENTS

CONTRACT AF FORM 66

SECTION TITLE

DIVISION 1 – GENERAL REQUIREMENTS

01 00 00 01 00 01 Specific Requirements (Moody Air Force Base)

General Requirements

01 04 00 Unit Price Book and Software Requirements 01 31 01 Project Management 01 33 00 Submittal Procedures 01 35 00 Special Provisions For Working On Or Near The Airfield Or Airfield Hangars 01 35 29 01 45 01

Safety and Occupational Health Requirements

01 55 01 Contractor’s Quality Control Security Requirements (

01 57 20.00 Environmental Protection Moody Air Force Base)

01 62 35 Recycled Recovered Materials 01 78 00 Task Order Close Out Requirements 01 78 23 Operation and Maintenance Data

DIVISION 2 – EXISTING CONDITIONS

02 32 00 Subsurface Drilling, Sampling, and Testing 02 41 00 Demolition and Reconstruction 02 61 13 Excavation and Handling of Contaminated Material 02 65 00 Removal and Disposal of Underground Storage Tanks 02 81 00 Transportation and Disposal of Hazardous Materials 02 82 14 Asbestos Hazard Control Activities 02 82 16 Engineering Control of Asbestos Containing Materials 02 82 33.13 20 Removal/Control and Disposal of Paint with Lead

DIVISION 3 - CONCRETE

03 11 13.00 10 Structural Concrete Formwork 03 15 13.00 10 Expansion Joints, Contraction Joints, and Waterstops 03 15 14.00 10 Expansion, Contraction, and Construction Joints in Concrete for Civil Works 03 20 01.00 10 Concrete Reinforcement 03 20 02 Steel Bars and Welded Wire Fabric for Concrete Reinforcement for Civil Works 03 23 00 Steel Stressing Tendons and Accessories for Prestressed Concrete 03 30 00 Cast-In-Place Concrete 03 33 00 Cast-In-Place Architectural Concrete

DIVISION 4 - MASONRY

04 20 00 Masonry 04 21 13 Non-Bearing Masonry Veneer/Steel Stud Walls

DIVISION 5 - METALS

05 05 23 Welding, Structural 05 12 00 Structural Steel 05 21 19 Open Web Steel Joist Framing 05 30 00 Steel Decks 05 40 00 Cold-Formed Metal Framing 05 50 00 Metal: Miscellaneous and Fabrications

DIVISION 6 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry 06 18 00 Glue-Laminated Construction 06 20 00 Finish Carpentry 06 41 16 Laminate Clad Architectural Casework 06 61 16 Solid Polymer (Solid Surfacing) Fabrications

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

07 11 13 Bituminous Damp-proofing 07 12 00 Built-Up Bituminous Waterproofing 07 13 53 Elastomeric Sheet Waterproofing 07 14 00 Fluid-Applied Waterproofing 07 19 00 Water Repellents 07 21 13 Board and Block Insulation 07 21 16 Mineral Fiber Blanket Insulation 07 22 00 Roof and Deck Insulation 07 24 00 Exterior Insulation and Finish Systems 07 31 13 Asphalt Shingles 07 41 13 Non-Structural Metal Roofing 07 41 63 Fabricated Roof Panel Assemblies 07 42 13 Metal Wall Panels 07 42 63 Fabricated Wall Panel Assemblies 07 51 13 Built-Up Asphalt Roofing 07 52 00 Modified Bituminous Membrane Roofing 07 53 23 Ethylene-Propylene-Diene-Monomer Roofing 07 60 00 Flashing and Sheet Metal 07 61 14.00 20 Non-Structural Metal Roof 07 72 00 Roof Ventilators, Gravity-Type 07 81 00 Spray-Applied Fireproofing 07 84 00 Firestopping 07 92 00 Joint Sealants

DIVISION 8 - OPENINGS

08 11 13 Steel Doors and Frames 08 11 16 Aluminum Doors and Frames 08 14 00 Wood Doors 08 32 13 Aluminum Sliding Glass Doors 08 33 13 Metal Rolling Counter Doors

08 33 23 Overhead Coiling Doors 08 34 01 Forced Entry Resistant Components 08 34 02 Bullet-Resistant Components 08 34 19 Rolling Service and Fire Doors 08 34 53 Doors; Fire-Insulated, Record-Vault 08 34 53.00 40 Security Doors and Frames 08 34 59 Security Vault Doors 08 34 73 Sound Control Door Assemblies 08 36 13 Sectional Overhead Doors 08 36 19 Vertical Lift Doors 08 39 54 Blast Resistant Doors 08 44 00 Glazed Curtain Wall 08 51 13 Aluminum Windows 08 51 23 Steel Windows 08 56 53 Blast Resistant Tempered Glass Windows 08 62 00 Skylights 08 71 00 Door Hardware 08 81 00 Glazing 08 87 16 Fragment Retention Film for Glass 08 88 53 Detention and Security Glazing 08 91 00 Metal Wall and Door Louvers

DIVISION 9 - FINISHES

09 22 00 Metal Support Assemblies 09 22 36 Lath 09 24 23 Stucco 09 29 00 Gypsum Board 09 30 00 Ceramic Tile, Quarry Tile, and Paver Tile 09 35 16 Chemical-Resistant Quarry Tile 09 51 00 Acoustical Ceilings 09 65 00 Resilient Flooring 09 65 33 Conductive Vinyl Flooring 09 68 00 Carpet 09 69 13 Rigid Grid Access Flooring 09 72 00 Wall Coverings 09 83 13 Acoustical Wall Treatment 09 90 00 Paints and Coatings 09 97 13.00 40 Steel Coatings 09 97 13.27 Exterior Coating of Steel Structures

DIVISION 10 - SPECIALITIES

10 10 00 Visual Communications Specialties 10 14 01 Exterior Signage 10 14 02 Interior Signage

10 21 13 Toilet Compartments 10 22 13 Wire Mesh Partitions 10 22 26.13 Accordion Folding Partitions 10 22 26.33 Folding Panel Partitions 10 22 26.43 Sliding Partitions 10 26 13 Wall and Corner Guards 10 28 13 Toilet Accessories 10 44 16 Fire Extinguishers

DIVISION 12 - FURNISHINGS

12 21 00 Window Blinds 12 22 00 Curtains and Drapes 12 36 00 Countertops 12 48 13.13 Entrance Floor Mats

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 19 Pre-Engineered Metal Buildings 13 48 00 Seismic Protection for Miscellaneous Equipment 13 48 00.00 10 Seismic Protection for Mechanical Equipment

DIVISION 14 – CONVEYING EQUIPMENT

14 24 00 Hydraulic Elevators

DIVISION 21 – FIRE SUPRESSION

21 12 00 Standpipe Systems 21 13 13.00 10 Wet Pipe Sprinkler System, Fire Protection 21 13 17.00 10 Dry Pipe Sprinkler System, Fire Protection 21 13 18.00 10 Preaction and Deluge Sprinkler Systems, Fire Protection 21 23 00.00 20 Wet Chemical Fire Extinguishing for Kitchen Cabinet 21 30 00 Fire Pumps

DIVISION 22 - PLUMBING

22 00 00 Plumbing, General Purpose 22 04 00.00 10 Plumbing, Hospital 22 05 48.00 20 Mechanical Sound, Vibration, and Seismic Control 22 14 29.00 40 Sump Pumps 22 15 13.16 High-Pressure Compressed-Air Piping, Piping Components and Valves, Stainless 22 15 26.00 20 High and Medium Pressure Air Piping 22 31 00 Water Softeners, Cation-Exchange (Sodium Cycle) 22 62 13.00 20 Medical Gas and Vacuum Piping 22 66 53 Laboratory Chemical-Waste and Vent Piping

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 Air Supply, Distribution, Ventilation, and Exhaust Systems 23 05 93.00 10 Testing, Adjusting, and Balancing of HVAC Systems

23 07 00 Thermal Insulation for Mechanical Systems 23 08 00.00 10 Commissioning of HVAC Systems 23 09 23 Direct Digital Control Systems Equipment 23 11 23.00 10 Gas Piping Systems 23 23 00 Refrigerant Piping 23 25 00 Chemical Treatment of Water for Mechanical Systems 23 52 00 Heating Boilers 23 54 16.00 10 Heating System; Gas-Fired Heaters 23 57 10.00 10 Forced Hot Water Heating Systems Using Water and Steam Heat Exchangers 23 64 00 Packaged Water Chillers, Absorption Type 23 64 10 Water Chillers, Vapor Compression Type 23 64 26 Chilled, Chilled-Hot, and Condenser Water Piping Systems 23 65 00 Cooling Tower 23 72 00.00 10 Energy Recovery Systems 23 76 00.00 10 Evaporative Cooling Systems 23 81 23.00 20 Computer Room Air Conditioning Units 23 82 01.00 10 Warm Air Heating Systems 23 82 02.00 10 Unitary Heating and Cooling Equipment

DIVISION 25 – INTEGRATED AUTOMATION

25 08 10 Utility Monitoring and Control System Testing 25 10 10 Utility Monitoring and Control System (UMCS)

DIVISION 26 - ELECTRICAL

26 00 00.00 20 Basic Electrical Materials and Methods 26 05 13.00 40 Medium-Voltage Cables 26 05 19.00 10 Low Voltage Electrical Power Conductors and Cables 26 05 48.00 10 Seismic Protection for Electrical Equipment 26 05 73.00 40 Overcurrent Protective Devices 26 08 00 Apparatus Inspection and Testing 26 11 13.00 20 Primary Unit Substation 26 11 16 Secondary Unit Substations 26 12 19.10 Three-Phase Pad-Mounted Transformers 26 12 19.20 Single-Phase Pad-Mounted Transformers 26 18 23.00 40 Medium-Voltage Surge Arresters 26 20 00 Interior Distribution System 26 22 00.00 10 480-Volt Station Service Switchgear and Transformers 26 23 00 Switchboards and Switchgear 26 24 16.00 40 Panelboards 26 27 13.10 30 Electric Meters 26 28 00.00 10 Motor Control Centers 26 28 01.00 10 Coordinated Power System Protection 26 29 01.00 10 Electric Motors, 3-Phase Vertical Induction Type 26 29 02.00 10 Electric Motors, 3-Phase Vertical Synchronous Type 26 29 23 Variable Frequency Drive Systems Under 600 Volts 26 32 14.00 10 Diesel-Generator Set, Stationary 15-300 KW, Standby Applications

26 32 15.00 10 Diesel-Generator Set Stationary 300-2500 KW, with Auxiliaries 26 32 33.00 10 Uninterruptible Power Supply (UPS) System Above 15 KVA Capacity 26 33 53.00 20 Uninterruptible Power Supply (UPS) 26 36 00.00 10 Automatic Transfer Switch and By-Pass/Isolation Switch 26 41 01.00 10 Lightning Protection System 26 42 14.00 10 Cathodic Protection System (Sacrificial Anode) 26 42 15.00 10 Cathodic Protection System (Steel Water Tanks) 26 42 17.00 10 Cathodic Protection System (Impressed Current) 26 51 00 Interior Lighting 26 55 53.00 10 Exterior Lighting Including Security and CCTV Applications 26 56 00 Exterior Lighting 26 60 13 Low-Voltage Motors (600V or Less)

DIVISION 27 – COMMUNICATIONS

27 05 28.36 40 Cable Trays for Communications Systems 27 10 00 Building Telecommunications Cabling System 27 21 00.00 20 Intercommunication System 27 21 10.00 10 Fiber Optic Data Transmission System 27 51 16 Radio and Public Address Systems 27 51 18 Public Address System (Moody Air Force Base)

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 26.00 40 Grounding and Bonding for Electronic Safety and Security 28 23 23.00 10 Closed Circuit Television Systems 28 31 00.00 10 Fire Detection and Alarm System, (Zone Type) 28 31 02.00 20 Fire Alarm Reporting Systems – Digital Communications 28 31 15 Addressable Fire Alarm and Mass Notification Systems-EST3 (Moody Air Force Base)

DIVISION 31 – EARTHWORK

31 00 00 Earthwork 31 05 19 Geotextile 31 10 00 Clearing for Civil Works 31 11 00 Clearing and Grubbing 31 23 00.00 20 Excavation and Fill 31 32 11 Soil Surface Erosion Control 31 60 00 Foundation Preparation

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 19 Field Molded Sealants for Sealing Joints in Rigid Pavement 32 01 19.61 Resealing of Joints in Rigid Pavements 32 01 22 Bituminous Rejuvenation 32 05 33 Landscape Establishment 32 11 16 Base Course for Rigid and Subbase for Flexible Paving 32 11 23 Aggregate and/or Graded-Crushed Aggregate Base Course 32 11 26 Bituminous Base Course

32 11 27 Bituminous-Stabilized Base Course, Subbase, or Subgrade 32 11 29 Lime-Stabilized Base Course, Subbase, or Subgrade 32 11 34 Portland Cement-Stabilized Base or Subbase Course 32 12 10 Bituminous Tack and Prime Coats 32 12 16 Hot-mix Asphalt (HMA) for Roads 32 12 17 Hot-mix Bituminous Pavement 32 12 21 Bituminous Road-Mix Surface Course 32 16 13 Concrete Sidewalks and Curbs and Gutters 32 16 15 Concrete Block Pavements 32 17 23.00 20 Pavement Markings 32 18 16.13 Playground Protective Surfacing 32 31 13 Chain Link Fences and Gates 32 31 13.53 High-Security Chain Link Fences and Gates 32 84 23 Underground Sprinkler Systems 32 84 24 Irrigation Sprinkler Systems 32 92 19 Seed 32 92 23 Sodding 32 93 00 Exterior Plants

DIVISION 33 – UTILITIES

33 05 23.19 Trenchless Excavation Using Microtunneling 33 11 00 Water Distribution 33 12 33.00 30 Water Meters 33 20 00 Water Wells 33 24 13 Ground-Water Monitoring Wells 33 30 00 Sanitary Sewers 33 34 00 Force Mains and Inverted Siphons; Sewer 33 40 00.00 40 Storm Drainage Utilities 33 51 15 Natural Gas/Liquid Petroleum Gas Distribution 33 60 01 Valves, Piping, and Equipment in Valve Manholes 33 70 02.00 10 Electrical Distribution System, Underground 33 71 01 Overhead Transmission and Distribution 33 73 00.00 40 Utility Transformers 33 75 00.00 40 High-Voltage Switchgear and Protection Devices 33 77 36.00 40 Medium-Voltage Utility Fuses

DIVISION 34 – TRANSPORTATION

34 71 13.19 Active Vehicle Barriers

DIVISION 43 – PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE

EQUIPMENT

43 21 13 Pumps: Water, Centrifugal 43 21 29 Flow Measuring Equipment Potable Water or Sewage Treatment Plant

DIVISION 44 – POLLUTION CONTROL EQUIPMENT

44 10 00 Air Pollution Control

44 46 00 Pumps, Sewage and Sludge

DIVISION 48 – ELECTRICAL POWER GENERATION

48 14 13.00 20 Solar Liquid Flat Plate Collectors

ACRONYM LIST

AF Air Force AFB Air Force Base AFCESA Air Force Civil Engineering Support Agency AFI Air Force Instruction AFS Air Force Station AFSPC Air Force Space Command APCD Air Pollution Control Division APEN Air Pollutant Emission Notice APP Affirmative Procurement Program BCE Base Civil Engineer CAD Computer Aided Drafting CCI City Cost Index CCTV Closed-Circuit Television CD Compact Disk CDPHE Colorado Department of Public Health and Environment CE Civil Engineering CES Civil Engineering Squadron CFC Chlorofluorocarbon CMAFS Cheyenne Mountain Air Force Station CMC Cheyenne Mountain Complex CNG Compressed Natural Gas CO Contracting Officer COMSEC Communications Security COR Contracting Officer’s Representative CPG Comprehensive Procurement Guidelines CSI Construction Specification Institute CSO Contractor Security Officer DBA "A" Weighted Decibles DISCO Defense Investigative Service Cognizant Security Office DoD Department of Defense DODI Department of Defense Instruction DPW Director of Public Works DV Distinguished Visitor EMSEC Emission Security EPA Environmental Protection Agency EPDM Elastomeric Roofing ETL Engineering Technical Letter FAA Federal Aviation Agency FOD Foreign Object Damage FOUO For Official Use Only GFE Government Furnished Equipment GFM Government Furnished Materials HAZMAT Hazardous Material HAZWASTE Hazardous Waste HCFC Hydrochloroflurocarbon

HMA Hot-Mixed Asphalt HQ Head Quarters HVAC Heating, Ventilating and Air Conditioning IAW In Accordance With IBC International Building Code LAN Local Area Network LBP Lead-Based Paint MR Mechanical Room MSDS Material Safety Data Sheet MSG Mission Support Group MVACIS Mobile Vehicle and Cargo Inspection System NAC National Agency Check NFPA National Fire Protection Agency NORAD North American Aerospace Defense Command NPDES National Pollutant Discharge Elimination System NPI Non-Prepriced Item NRC Nuclear Regulatory Commission O&M Operation and Maintenance ODS Ozone Depleting Substances PAFB Moody Air Force Base PAMO Moody Airfield Management Office PC Power Center PCB Polychlorinated Biphenyls PEL Permissible Exposure Limit POV Personally-Owned Vehicle QC Quality Control RFP Request for Proposal RMAN Recovered Material Advisory Notices ROM Read Only Memory SABER Simplified Acquisition of Base Engineering Requirements SFS Security Forces Squadron SOW Statement of Work SSSMR Structural Standing Seam Metal Roof TO Task Order UFC Unified Facilities Criteria UFGS Unified Facilities Guide Specifications UPB Unit Price Book US United States USAF United States Air Force VIN Vehicle Identification Number

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SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITION OF INSTALLATION

1.1.1 Installation will be defined as the property and facilities located within the jurisdiction of the particular base, post, air station, or compound where work is being accomplished.

1.2 PRECEDENCE

1.2.1 Individual installation specific requirements specification sections shall take precedence over the requirements in this section.

1.3 PROJECT DESCRIPTION

1.3.1 The Contractor shall furnish all management, supervision, labor, materials, equipment, and incidentals required for a broad range of maintenance, repair, and minor construction work on various real property facilities at installations covered under this contract, including design and engineering services incidental to construction. The Contracting Officer (CO) will conduct negotiations with the Contractor and issue individual task orders for maintenance, repair and minor construction projects identified by the Base Civil Engineer (BCE). Individual task order projects will vary in size, including, but not limited to trades such as carpentry, plumbing, electrical, mechanical, painting, pipe fitting, sheet metal, welding, roofing, site work, site utilities, excavation, concrete, masonry, pavement repair, asbestos and lead paint removal, security hardware installation, and demolition.

1.4 CONTRACT DOCUMENTS, REFERENCE STANDARDS, AND PUBLICATIONS

1.4.1 The following documents are a part of the solicitation and any resultant contract.

The Contractor shall utilize the referenced documents in the accomplishment of tasks prescribed in task orders. The standards and publications listed in each section of the specifications form part of these specifications to the extent referenced. The Contractor shall conform to the provisions of the most recent issue of the listed standard or publication.

1.4.1.1 Specification

a. This Specification is numbered and organized in accordance with the Construction Specification Institute's (CSI) Master Format. All specifications are filed in division 2 through 48 per CSI guidelines. The specifications are taken from the Unified Facilities Guide Specifications (UFGS). The UFGS website is http://www.wbdg.org/ccb. The specifications have been edited for this specific contract and will remain unchanged throughout the contract unless officially modified.

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(1) Standards

(a) The specification furnishes concise industrial and/or commercial standards for maintenance, repair, and minor construction of government facilities.

1.4.1.2 Unit Price Book

a. The Unit Price Book (UPB) is described in Section 01 04 00. The UPB shall be furnished by the Contractor.

1.4.1.3 Unified Facilities Criteria (UFC)

a. The UFC shall be used as the standard building code for all construction under this contract. The UFC website is http://65.204.17.188/report/doc_ufc.html. Any and all changes to the UFC will immediately become requirements of this contract. The UFC references the International Building Code (IBC) 2006 as the basic requirement. The UFC modifies those basic requirements in UFC 01-200-01.

1.4.1.4 Installation Design Standards

a. Each installation’s facilities excellence plans, design guides, and standards shall be adhered to on all construction projects. Any possible deviations from these standards shall be brought to the Contracting Officer (CO) before implementation. These are listed in each installation specific specification.

1.5 EXECUTION

1.5.1 Pre-Performance Construction Meeting

Before work begins on this contract, the Contracting Officer will arrange for a meeting with the Contractor to discuss the contract in general, including administrative matters, project requirements, submittal procedures, approval and payment schedule, quality control expectations, request for proposal and task order procedures, traffic control, construction access requirements, as-built criteria, performance requirements, security procedures, accident prevention, safety, and fire prevention briefings. Pre-performance meetings may also be required before individual task orders.

1.5.2 Business Telephone

1.5.2.1 At the beginning of this contract, the Contractor shall provide the applicable Contracting Officers a contractor personnel telephone number, e-mail, and website for regular working hours. The Contractor shall also provide after hours (emergency) telephone numbers for the Program Manager and Installation Construction Manager, as a minimum. The Contractor shall provide the CO with an updated phone list whenever changes in personnel or phone numbers occur. The Contractor is required to provide a means of mobile communications (i.e., cellular phone and/or pager) for the Program Manager and Installation Construction Manager, and their respective alternates, for the life of the contract. Communications equipment will require special coordination and clearance with installation communications authorities.

1.5.3 Work Hours

1.5.3.1 The Contractor shall complete the work of this project between the hours of 7:00 a.m.

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01 00 00-3 03/16/10 and 4:00 p.m. local time, excluding Saturdays, Sundays, and Federal Holidays. See site specific specifications for further information on standard hours. Access to work sites may be restricted to these hours and days. All other times shall be considered non-standard hours and multiplied by the appropriate coefficient. Work during non-standard hours not specified as required by the Contracting Officer will be priced using the coefficient for standard hours. The Contractor may not work during non-standard hours unless the request and justification is approved by the Contracting Officer. The Contractor must submit a request and justification for working non-standard hours to the Contracting Officer at least 5 working days prior to working non-standard hours.

Work that requires inspection during accomplishment or that prevents inspection of other work after accomplishment must be coordinated with and approved in advance by the Contracting Officer. Inclement weather, operational delays, and security related delays might affect the contractor’s work periods. The Contractor must make allowances for these events, as resulting lost time will not be reimbursable.

a. The Government only recognizes the following legal holidays established by federal statute:

(1) New Year's Day, 1 January

(2) Martin Luther King Day, third Monday in January

(3) President’s Day, third Monday in February

(4) Memorial Day, last Monday in May

(5) Independence Day, 4 July

(6) Labor Day, first Monday in September

(7) Columbus Day, second Monday in October

(8) Veteran's Day, 11 November

(9) Thanksgiving Day, fourth Thursday in November

(10) Christmas Day, 25 December

b. Work Interruptions And Delays

(1) The Contractor may be required to temporarily stop work for operational requirements, special events, installation exercises, or while Distinguished Visitor (DV) familiarization visits/tours are conducted. Official late reporting and snow calls will affect the contractor’s work periods. The Contractor must make allowances for these events and resulting lost time will not be reimbursable.

Notification to the Contractor shall be provided by the applicable Contracting Officer.

1.5.4 Safety Requirements

1.5.4.1 See Section 01 35 29.

1.5.5 Fire Protection

1.5.5.1 The Contractor shall be responsible for furnishing adequate and proper fire protection for all phases of the contract work in accordance with UFC and National Fire Protection Agency (NFPA) standards. See Section 01 35 29, Safety and Health Requirements.

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1.5.5.2 Request For Proposal

1.5.5.3 See Section H of the contract for further information

1.5.6 Site Visit

. For each project, the Contractor will be furnished with one copy of the Statement of Work. The Contractor will also be provided with one set of drawings and specifications, and AF Form 66, if available.

The level of the design provided to the Contractor shall be anywhere from a basic concept to a complete design package. The Contractor may reproduce the drawings and specifications at the contractor’s own expense if additional copies are needed. The Contractor shall check all drawings and specifications immediately upon receipt for discrepancies and notify the CO immediately of any/all discrepancies found in the form of a Request for Information (RFI). Enlarged plans and details shall govern where the same work is shown at smaller scales. The Contractor shall compare all drawings and verify the installation before laying out the work and shall be responsible for any errors which might have been avoided thereby.

1.5.6.1 Prior to negotiating any individual task order, the Government and the Contractor will conduct a scope validation and site visit for each task order. Discussions may include, but are not limited to: scope of work, method of construction, sequence of operations, progress schedule, means of access to project site, delivery and storage of materials and equipment, work restrictions, coordination requirements, project goals, liquidated damages, and potential difficulties/problems. The Contractor shall email detailed site visit minutes to the Contracting Officer within one (1) workday following the site visit.

1.5.7 On-Site Conditions

1.5.7.1 Drawings showing the location of equipment, piping, ducts and conduit, are diagrammatic and may not show every detail required. In addition, site conditions will not always permit installation in the locations shown. Drawings showing equipment, piping, ducts, conduit, etc., to be removed, altered, or installed may require deviation from the configuration of the demolition or installation drawings due to existence of conflicting ducts, conduits, hangers, light fixtures, structural items, and temporary walls, etc. All such minor details of work which are not shown on the drawings, as well as such items not specifically mentioned in the specifications, but which are essential and necessary for the completion of the work, and to make all systems or equipment operational, shall be considered as incidental and shall be included as part of the work.

When this situation occurs, the final placement of permanently installed items shall be subject to approval by the applicable CO. The Contractor shall be responsible for inspecting to his satisfaction all areas/items of possible conflict. Failure to verify the dimensions and locations will be at the contractor's risk and shall not relieve the Contractor from accomplishing the work required by the task order.

1.5.8 Project Proposal

1.5.8.1 See Section H of the contract for information on competition of task orders. For every Request for Proposal (RFP) associated with a new task order (TO), the Contractor shall provide a written proposal (narrative and graphic, as needed) describing their approach to the proposed project work described in the government’s Statement of Work and project drawings, if any. The Contractor shall submit the proposal within 10 working days of the site visit. If the requirement is determined to be a quick response

01 00 00-5 03/16/10 requirement by the CO, the Contractor shall submit a Task Order Proposal to fulfill the requirement within a maximum of five (5) working days from written notification. The proposal shall include, but is not limited to, a cover page, cost estimate, operational concerns, basic design solution (as needed), calculations (as needed), and drawings (as needed). The cover page or pages shall include project title, total project cost, list of assumptions, list of requirements, performance period, material lead times, and any special considerations such as request for winter exclusion, phasing of construction, etc. The contractor’s proposals shall be complete and concise. The cover page or pages shall include project title, total project cost, list of assumptions, list of requirements, performance period, material lead times, and any special considerations such as request for winter exclusion, phasing of construction, etc.

a. Cost Estimates

(1) All task orders shall be estimated, negotiated, and awarded based upon prices in the Unit Price Book (UPB, see Section 01 04 00). The cost estimate portion of the contractor’s proposals shall be prepared and produced using the cost estimating software described in Unit Price Book and Software Requirements (Section 01 04 00, this specification). This applies to all work done on Moody task orders, even if work is done by a subcontractor.

b. ESTIMATED QUANTITIES:

(1) Task Orders may reflect estimated quantity line items. For these items, the Contractor shall submit a daily total of quantities provided each day they are used for validation and approval. The submittals may be delivery tickets, weigh bills, worksheets, etc., to meet the specific requirement.

c. Construction Schedule

(1) A construction schedule is required in accordance with FAR 36.515 for projects with a continuous performance period of 30 days or more. Additionally, the Contractor shall submit a construction schedule when required by the Task Order (TO) Statement of Work (SOW). The construction schedule shall be on an AF Form 3064 and completed according to the instructions on the reverse side of the form. In addition to the construction schedule on the AF Form 3064, the TO SOW may require a project to have a critical path or milestone schedule. The Contractor shall provide weekly construction updates on each task order on an AF Form 3065.

d. Design Solution

(1) The contractor shall provide, as part of the proposal, a basic design solution showing a complete understanding of the requirement. Where required, drawings included with the proposal must be thorough enough to allow the Government and contractor to estimate prepriced and non-prepriced items. Design incidental to accomplishing the required tasks outlined in each task order will be required; the extent of these designs will depend upon the complexity of each task. Under the scope of this contract, the complexity will not necessarily require the services of a registered architect or engineer. However, the contractor shall provide sufficient design documentation to substantiate the proposed approach for the task. Also, designs shall clearly illustrate compliance with local, state, and federal building and construction codes. Where required in the SOW or otherwise needed the contractor shall include the following documentation in the task order proposal. This

01 00 00-6 03/16/10 documentation includes, but is not limited to:

(2) Design drawings showing basic layout and planning of work.

(3) Design Calculations

(a) The contractor shall provide, as part of the proposal, design calculations to substantiate appropriate equipment or material selection/ sizing, component assembly, and proposed layout and sizing of utilities and structural elements.

The contractor shall at a minimum supply the following calculation:

(b) Mechanical: HVAC load analysis and unit sizing, pipe sizing, and duct sizing.

(c) Electrical: Electrical system capacity, conductor, conduit, protective devices, and other equipment sizing.

(d) Structural: Structural system and foundation sizing.

(e) Pavement/Site Work: Area run-off quantities, drainage capacities, and grading slopes.

(f) Energy: Provide energy savings and Return on Investment (ROI).

(4) Certified Shop Drawings. Shop drawings shall show in detail the proposed fabrication and assembly of structural elements and/or the installation (i.e., form, fit, and attachment details) of materials or equipment.

1.5.9 Record Drawings

1.5.9.1 During the progress of the contract, the Contractor shall a keep record set of drawings on the job site meeting the requirements of paragraph 1.2 of Section 01 78 00 Task Order Closeout Requirements. If the Contractor fails to maintain the record drawings as required herein, the Contracting Officer will consider that satisfactory progress has not been achieved for the period in question. Final payment will be withheld until As-Built record drawings are submitted and approved by the CO.

1.5.10 Moving Furniture And Equipment

1.5.10.1 For each task order, the Government Office and the Contractor shall coordinate with occupants of the proposed work area on responsibilities of moving furniture and equipment. If the Contractor moves the furniture, associated costs may be included in his proposal. The Government shall hold the Contractor responsible for any damages when the Contractor moves the furniture.

1.5.11 Delivery Of Materials

1.5.11.1 Delivery of materials and equipment shall be made with a minimum of interference to government operations and personnel.

1.5.12 Division Of Work

1.5.12.1 The work shall, so far as practicable, be done in definite sections or divisions and confined to limited areas that shall be completed before work in other sections or divisions will begin.

1.5.13 Clean-Up

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1.5.13.1 Hallways, exits, and access routes must be kept free of debris and safe at all times.

Prior to departure from the work area each day, the Contractor shall remove and properly dispose of all waste materials or rubbish generated by the project work. Daily cleanup of all job sites includes leaving the affected project area in good state of order.

Thorough daily cleanup may be required in certain high-visibility areas on a case-by-case basis as described in the statement of work (SOW) for specific Task Orders. Upon completion of the project, the Contractor shall conduct a thorough final cleaning.

1.5.14 Government-Furnished Equipment/Materials

1.5.14.1 The Contractor with his own forces shall transport all government furnished equipment (GFE) and/or government furnished materials (GFM), if any, described on the task order. The GFE/GFM shall be transported from the government’s storage area to the work site or as indicated on the task order. The Contractor shall follow the instructions of the Contracting Officer regarding the disposition of all government furnished property not consumed in performance of a task order.

1.5.15 Equipment And Furniture On The Site

1.5.15.1 The Contractor shall cover equipment and furniture that is to remain in place within the contract operations area and protect it against damage or loss. Store equipment and furniture that is removed in performance of work where directed, or reuse in work as required by project statement of work (SOW), drawings, or specifications. Equipment and furniture temporarily removed shall be protected, cleaned, and replaced equal or better than its condition prior to starting work. Security for equipment or material that is to be reused and is removed for temporary storage shall be the sole responsibility of the Contractor.

1.5.16 Damage To Real Property

1.5.16.1 Any damage done by the Contractor to existing real property shall be repaired to prior conditions. Patch and repair any holes or damage done to walls during the removal of any items/material. Match the existing conditions and meet the requirements of these specifications. The Contracting Officer will determine if the repair work done is sufficient. All repair work will be at the Contractor’s expense.

1.5.17 Covered Chutes

1.5.17.1 All chutes used for refuse, and the like, shall be covered or of such design to fully confine the material to prevent the dissemination of dust.

1.5.18 Salvageable Items

1.5.18.1 All materials removed and not reused in the project as specified herein or as required by the project statement of work (SOW), drawings, or specifications, remain the property of the Government. The Contracting Officer will determine if these materials are salvageable or unsalvageable. Salvageable materials shall be managed as directed by the Contracting Officer with the concurrence of the Installation Environmental Office. See Section 01 57 20.00 10 Environmental Protection for further guidance.

1.5.19 Trash Removal

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1.5.19.1 Unsalvageable materials, as determined by the contracting officer, shall become the property of the Contractor and disposed of at the contractor's expense. Materials to be removed shall be removed without damage to adjacent areas. All damage resulting from the removal activity shall be repaired by the Contractor at no cost to the Government. Repair shall be made with materials of like nature, type and construction as were damaged or exist adjacent to the areas to be repaired. See Section 01 57 20.00 10 Environmental Protection for further guidance.

1.5.20 Monthly Reporting

1.5.20.1 The Contractor must submit reports monthly showing the tons of material disposed of at a landfill and the tons of material diverted from a landfill. See Section 01 57 20.00 10 Environmental Protection, paragraph 8.6 for further guidance.

1.5.21 Permits

1.5.21.1 The Contractor is responsible for listing any and all necessary permits on each project submittal register that are required. The Contractor shall plan for and obtain any and all permits and provide two copies to the Contracting Officer. See Section 01 57 20 Environmental Protection for environmental permits. All environmental permits must be coordinated and approved through the Installation Environmental Office.

1.5.22 Environmental Requirements

1.5.22.1 See Section 01 57 20.00 10 Environmental Protection.

1.6 PRODUCTS AND SUBMITTALS

1.6.1 Standard Products

1.6.1.1 Materials and equipment shall be standard products of a manufacturer regularly engaged in the manufacturing of such products, which are of a similar material, design and workmanship. All products shall be new unless otherwise directed in the TO SOW. See Section 01 57 20.00 10 Environmental Protection for affirmative procurement requirements.

1.6.2 Contract Submittal Requirements

1.6.2.1 In addition to submittals required in each task order, these specifications require various contract submittals. The Contractor shall provide these submittals in accordance with the instructions found in these specifications and on the Submittal Register.

1.6.3 SUBMITTAL REQUIREMENTS

1.6.3.1 The Contractor shall submit to the CO, all items listed or specified for each proposal within 10 working days after task order award, or as otherwise established or directed by the Contracting Officer. Unless otherwise directed by the statement of work or these specifications, three (3) copies of each submittal shall be provided. The CO may request submittals in addition to those listed on the task order when deemed necessary to adequately describe the work covered in the respective sections. Submittals pertinent

01 00 00-9 03/16/10 to materials and equipment that are subject to advance approval shall be scheduled and made prior to the acquisition or the delivery thereof. Each submittal shall be complete and in sufficient detail for ready determination of compliance with the contract requirements. Submittals shall include such items as: project schedule, descriptive literature (i.e. catalog cuts, diagrams, operation charts/data); test reports; certificates of compliance; actual material sample; fabricator's drawings; shop drawings; operation and maintenance (O&M) manuals including parts lists, certifications, warranties and other such required submittals.

1.6.4 PROCEDURES FOR SUBMISSION

1.6.4.1 The Contractor shall use AF Form 3000, Material Submittal, in strict accordance with the instructions on the reverse side thereof. This form shall be reproduced by the Contractor (the instructions on the back need not be reproduced). Special care should be exercised to ensure proper listing of the specification/drawing reference pertinent for each item submitted. All submittals shall be prepared and provided with a copy of AF Form 3000.

A minimum of one original and two copies of an AF Form 3000 with the corresponding submittal and copies of the submittal will be provided by the Contractor to the CO unless otherwise specified in the Task Order.

1.6.4 APPROVED SUBMITTALS

1.6.4.1 Upon completion of review by the Government, the approved AF Form 3000, Material Submittal, will be provided to the Contractor. Copies of each submittal document will be retained on file by the CO.

1.6.5 INTENT OF APPROVALS

1.6.5.1 The approval of the submittal by the CO shall not be construed as acceptance, but will indicate only that the general method of construction and detailing is satisfactory.

Approval will not relieve the Contractor of the responsibility for any error that may exist, as the Contractor, under the requirements of this contract, is responsible for the dimensions and design of adequate connections, details and satisfactory construction of all work. After submittals have been approved by the CO, no resubmittal for the purpose of substituting materials or equipment will be given consideration unless accompanied by an acceptable explanation stating why a substitution is necessary.

1.6.6 SUBMITTALS NOT APPROVED

1.6.6.1 The Contractor shall make all corrections required by the CO and furnish a corrected submittal in the form and number of copies as specified for initial submittals within five (5) working days.

1.6.6.2 Resubmittals shall maintain the same original number with an alpha indicator in parentheses following it. This alpha indicator will start with “(A)” and continue through the alphabet for further resubmittals. For example, if the original submission number was 500, the first resubmittal would be numbered 500(A), and the second resubmittal would be numbered 500(B).

1.6.6.3 If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, notice should be promptly given to the CO.

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1.7 MASTER SUBMITTAL REGISTER: Once a submittal has been approved, this item may be added to the Master Submittal Register if agreed upon by the Contractor and the Government.

1.7.1 The items shall be separated by CSI divisions (2-16). The numbering of the items in each division will start at “1” and ascend for each subsequent item. For example, the third item on the Master Submittal Register in Division 16 would be 16-3, and the thirteenth item in Division 4 would be 4-13.

1.7.2 Subsequent submittals may then reference items by number from the Master Submittal Register for approval on the current Task Order. Approval for the use of an item on the master register shall not be automatic in subsequent Task Orders.

1.7.3 The Contractor shall keep a separate book for each installation. The Government will keep up their copy. The Contractor shall provide an updated index sheet to the Government within five (5) workdays whenever an item is added to the list.

1.8 CERTIFICATES OF COMPLIANCE: Any certificate required for demonstrating proof of compliance of materials with specification shall be signed by a corporate officer of the manufacturing company and shall contain the name and address of the Contractor, location, quantity, and date of shipment or delivery to which the certificates apply.

1.9 SUBMITTAL DEVIATIONS: If the Contractor desires to submit a variance to any project requirement, this must be clearly stated and submitted on a separate AF Form 3000. The Contractor shall demonstrate that the suggested alternate meets or exceeds the project requirements to the government’s benefits. These deviations are subject to approval by the

CO.

See Section 01 33 00 Submittal Procedures for additional information.

1.10 CONCURRENT CONSTRUCTION

1.10.1 Construction work closely related to and/or located at the site of the work under this contract, including other military projects, and normal maintenance and repair work may occur. The Government reserves the right to engage in and to perform work, with its own forces or other contractor forces, of the same type as the successful offeror without breaching or violating this contract.

1.11 UTILITIY SERVICES

1.11.1 Availability Of Utility Services

1.11.1.1 All reasonably required amounts of water and electricity, where available, will be made available to the Contractor by the Government from existing system outlets and supplies. The quality, quantity, and consistency of the utilities supplied are not guaranteed. Some task orders may not allow the use of government utilities. The Contractor shall, at his own expense, make all temporary connections and install distribution lines. All temporary lines shall be installed and maintained by the Contractor in a safe and workmanlike manner subject to approval by the CO/

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Contracting Officer’s Representative (COR) and shall be removed by the Contractor in like manner prior to final acceptance of the construction. Reasonable quantities of electricity and water used to make final tests of completely installed systems will be furnished by the Government as determined by the Contracting Officer prior to execution.

1.11.2 Fire Hydrant Connections

1.11.2.1 Only compatible adapters shall be utilized for hydrant connections. All connections to fire hydrants shall be provided with a backflow preventor. A hydrant wrench of the correct size shall be used to control the flow. Temporary connections to fire hydrants shall be disconnected at the end of each working day. Any use of fire hydrants shall be coordinated with the Fire Department prior to work. Notification by the Contractor to the CO and Fire Department shall be made ten (10) workdays prior to any work.

1.11.3 Conservation Of Utilities

1.11.3.1 The Contractor shall be responsible for operating under conditions that preclude the waste of utilities and shall comply with energy conservation directives for each installation.

a. Supplemental lighting shall be used only in areas where and when work is actually being performed. When work areas are vacated, lighting shall be turned off.

b. Mechanical equipment for heating, ventilation, and air conditioning systems shall be adjusted by authorized craftsman only.

c. Water faucets or valves shall be turned off after the required usage has been accomplished.

1.12 UTILITY OUTAGES

1.12.1 The Contractor shall request, in writing, any utility outage necessitated by the project work at least 10 working days prior to the proposed outage unless otherwise approved in writing by the Contracting Officer. The Contractor shall not operate any valve, circuit breaker, or other utility shut-off device unless approved by the CO.

The Contractor shall verify that there are no conflicts with the scheduled outage immediately before shutting off the utility. The Contractor will be responsible to implement lockout/tag out procedures, as needed.

1.12.1.1 Requests

a. The request shall be directed to the Contracting Officer. It shall reference the specific Task Order; stipulate the specific utility system and/or circuits to be affected; the location of the work; the time, date, and duration of the requested outage for each system; and describe the contingency plans for restoring the utility to service.

1.12.1.2 Restrictions

a. Outages shall be kept to a minimum both in number and in duration. Where multiple outages are required, as many outages as can be accurately scheduled shall be submitted as a group. No outage shall exceed four (4) hours unless approved in writing by the Contracting Officer prior to outage execution.

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1.13 PARKING

1.13.1 Parking of contractor vehicles shall be restricted to the project parking lot at the location designated by the Contracting Officer. Under no circumstance shall the Contractor park vehicles and/or equipment, even temporarily, on the grass, unless approved in advance by the Contracting Officer. The company name shall be prominently displayed on all construction vehicles parked in the designated spaces.

Parking shall not violate fire or safety regulations.

1.14 TRAFFIC CONTROL

1.14.1 The Contractor shall comply with the recommendations contained in Part 6 of the U S Department of Transportation, Federal Highway Administration Manual on Uniform Traffic Control Devices to ensure proper warnings to motorists and adequate traffic control. Traffic control signage should be installed in accordance with, Georgia Department of Transportation M&S Standards and Georgia Supplement to Manual of Uniform Traffic Control Devices. All signs, warning lights, barricades, and other traffic control devices shall be provided by the Contractor. The Contractor shall maintain the normal traffic egress to and from the installation during construction at all times. If traffic flow on any roadway is to be modified for any reason, the Contractor must notify the Contracting Officer, the Fire Department, and Security Forces by submitting a traffic coordination plan for approval to the Contracting Officer ten (10) working days prior to commencing with construction activities. The schedule and phasing of roadway lane closure will be discussed in a pre-construction meeting.

1.15 SANITARY PROVISIONS

1.15.1 Use of government facilities may not be allowed. The Contractor shall utilize only those rest rooms designated for his use, provided such usage does not conflict with usage by installation personnel and that such usage does not result in unsanitary conditions or damage to the rest room. If government restrooms are authorized as part of a task order, the Contractor will be required to fully clean those restrooms at the end of the project. Should usage by the Contractor result in unsatisfactory conditions, the Contracting Officer may restrict or prohibit further usage by the Contractor. In no instance, shall paint or other construction materials be disposed of in the rest room, nor shall fixtures be utilized for cleaning tools or construction equipment.

1.15.1.1 Temporary Sanitary Provisions

a. The Government, at its discretion, may direct the Contractor to provide temporary toilets for the contractor’s use. When the Contractor provides their own temporary toilets, they shall ensure that they satisfy state and local health requirements for the use of construction personnel. Location, type, proposed maintenance, etc., shall be approved by the Contracting Officer prior to placing toilets. Temporary toilets shall be promptly removed at the completion of construction. All costs incurred in connection with the temporary toilets shall be borne by the Contractor.

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1.16 TOBACCO

1.16.1 The Contractor shall limit smoking and use of tobacco to authorized areas only.

Tobacco use shall be in accordance with applicable installation and DoD policy.

1.17 ACRONYMS:

1.17.1 AF Air Force

1.17.2 AFI Air Force Instruction

1.17.3 CO Contracting Officer

1.17.4 COR Contracting Officers’ Representative

1.17.5 DoD Department of Defense

1.17.6 QCO Quality Control Officer

1.17.7 SOW Statement of Work

1.17.8 TO Task Order

PART 2 PRODUCTS – Not Used

PART 3 EXECUTION – Not Used

END OF SECTION 01 00 00

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SECTION 01 00 01

SPECIFIC REQUIREMENTS

(MOODY AIR FORCE BASE)

PART 1 GENERAL

1.1 LOCATION

1.1.1 This section contains requirements applicable to Moody Air Force Base (MOODY AFB).

1.2 DESIGN STANDARDS

1.2.1 Most current edition.

1.2.1.1 Facilities Excellence Plan

1.2.1.2 Engineering Design Guide

1.3 WORK CLEARANCE REQUEST

1.3.1 The Contractor shall obtain and process an AF Form 103, Base Civil Engineer Work Clearance Request, for each task…