Attachment_02_-_SABER_Specifications.pdf

SPECIFICATIONS

SIMPLIFIED ACQUISITION OF BASE ENGINEERING

REQUIREMENTS

(SABER)

For

CANNON AFB, NEW MEXICO

27 Special Operations Civil Engineer Squadron Cannon Air Force Base, New Mexico, 88103

Attachment 2 FA4855-11-D-0003

TABLE OF CONTENTS

SECTION NO. SECTION TITLE PAGE NO.

DIVISION 01 GENERAL REQUIREMENTS

01 00 01 Specific Requirements CAFB 8

01 04 00 Unit Price Book and Software Requirements 20

01 31 01 Project Management 24

01 33 00 Submittal Procedures 28

01 35 00 Special Provisions for Working On or Near the Airfield 39

01 35 29 Safety and Occupational Health Requirements 41

01 45 01 Contractor(s) Quality Control for Construction 57

01 55 01 Security Requirements 60

01 57 20 00 Environmental Protection 63

01 62 35 Recycled Recovered Materials 77

01 78 00 Task Order Close Out Requirements 79

01 78 23 Operation and Maintenance Data 85

DIVISION 02 EXISTING CONDITIONS

02 32 00 Subsurface Drilling, Sampling, and Testing 94

02 41 00 Demolition and Reconstruction 114

02 61 13 Excavation and Handling of Contaminated Materal 129

02 65 00 Removal and Disposal of Underground Storage Tanks 138

02 81 00 Transportation and Disposal of Hazardous Materials 150

02 82 14 Asbestos Hazard Control Activities 162

02 82 16 Engineering Control of Asbestos Containing Material 212

02 82 33 13 20 Removal Control and Disposal of Paint with Lead 236

DIVISION 03 CONCRETE

03 11 13 00 10 Structural Concrete Formwork 251

03 15 13 00 10 Expansion Joints, Contraction Joints, and Waterstops 258

03 15 14 00 10 Expansion, Contraction and Construction Joints in Concrete for Civil Works 266

03 20 01 00 10 Concrete Reinforcement 272

03 20 02 Steel Bars and Welded Wire Fabric for Concrete Reinforcement for Civil Works 281

03 23 00 Steel Stressing Tendons and Accessories for Prestressed Concrete 289

03 30 00 Cast-In-Place Concrete 297

03 33 00 Cast-In-Place Architectural Concrete 349

DIVISION 04 MASONRY

04 20 00 Masonry 353

04 21 13 Nonbearing Masonry Veneer Steel Stud Walls 385

DIVISION 05 METALS

05 05 23 Welding. Structural 399

05 12 00 Structural Steel 407

05 21 19 Open Web Steel Joist Framing 420

05 30 00 Steel Decks 424

05 40 00 Cold-Formed Metal Framing 439

05 50 00 Metal – Miscellaneous and Fabrications 445

DIVISION 06 WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry 464

06 18 00 Glue-Laminated Construction 495

06 20 00 Finish Carpentry 500

06 41 16 Laminate Clad Architectural Casework 516

06 61 16 Solid Polymer (Solid Surfacing) Fabrications 528

Attachment 2 FA4855-11-D-0003

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DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 13 53 Elastomeric Sheet Waterproofing 538

07 14 00 Fluid Applied Waterproofing 546

07 19 00 Water Repellants 553

07 21 13 Board and Block Insulation 564

07 21 16 Mineral Fiber Blanket Insulation 572

07 22 00 Roof and Deck Insulation 578

07 24 00 Exterior Insulation and Finish Systems 590

07 31 13 Asphalt Shingles 606

07 41 13 Non-Structural Metal Roofing 614

07 41 63 Fabricated Roof Panel Assemblies 629

07 42 13 Wall Panels Metal 650

07 42 63 Fabricated Wall Panel Assemblies 659

07 51 13 Built-Up Asphalt Roofing 678

07 52 00 Modified Bituminous Membrane Roofing 699

07 53 23 Ethylene-Propylene-Diene-Monomer Roofing 721

07 60 00 Flashing and Sheet Metal 738

07 61 14 00 20 Non-Structural Metal Roofing 753

07 72 00 Roof Ventilators, Gravity-type 768

07 81 00 Spray-Applied Fireproofing 772

07 84 00 Firestopping 780

07 92 00 Joint Selants 785

DIVISION 08 OPENINGS

08 11 13 Steel Doors and Frames 793

08 11 16 Aluminum Doors and Frames 802

08 14 00 Wood Doors 810

08 32 13 Aluminum Doors and Frames 818

08 33 13 Metal Rolling Counter Doors 822

08 33 23 Overhead Coiling Doors 827

08 34 01 Forced Entry Resistant Components 841

08 34 02 Bullet-Resistant Components 855

08 34 19 Rolling Service and ire Doors 871

08 34 53 Doors (Fire-Insulated) Record-Vault 879

08 34 53 00 40 Security Doors and Frames 881

08 34 59 Security Vault Door 884

08 34 73 Sound Control Door Assemblies 887

08 36 13 Sectional Overhead Doors 895

08 36 19 Vertical Lift Doors 903

08 39 54 Blast Resistant Doors 909

08 44 00 Glazed Curtain Wall 926

08 51 13 Aluminum Windows 946

08 51 23 Steel Windows 968

08 56 53 Blast Resistant Tempered Glass Windows 980

08 62 00 Skylights 989

08 71 00 Door Hardware 998

08 81 00 Glazing 1008

08 87 16 Fragment Retention Film for Glass 1022

08 88 53 Detention and Security Glazing 1027

08 91 00 Metal Wall and Door Louvers 1033

DIVISION 09 FINISHES

09 22 00 Metal Support Assemblies 1038

Attachment 2 FA4855-11-D-0003

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09 22 36 Lath 1042

09 24 23 Stucco 1046

09 29 00 Gypsum Board 1052

09 30 00 Ceramin Tile, Quarry Tile, and Paver Tile 1064

09 35 16 Chemical-Resistant Quarry Tile 1076

09 51 00 Acoustical Ceilings 1081

09 65 00 Resilient Flooring 1092

09 65 33 Conductive Vinyl Flooring 1104

09 68 00 Carpet 1109

09 69 13 Rigid Grid Access Flooring 1119

09 72 00 Wall Coverings 1133

09 83 13 Acoustical Wall Treatment 1141

09 90 00 Paints and Coatings 1145

09 97 13 00 40 Steel Coatings 1199

09 97 13 27 Exterior Coating of Steel Structures 1207

DIVISION 10 SPECIALTIES

10 10 00 Visual Communications Specilities 1233

10 14 01 Exteruir Signage 1241

10 14 02 Interior Signage 1252

10 21 13 Toilet Compartments 1262

10 22 13 Wire Mesh Partitions 1272

10 22 26 13 Accordion Folding Partitions 1277

10 22 26 33 Folding Panel Partitions 1284

10 22 26 43 Sliding Partiitions 1292

10 26 13 Wall and Corner Guards 1300

10 28 13 Toilet Accessories 1306

10 44 16 Fire Extinguishers 1313

DIVISION 12 FURNISHINGS

12 21 00 Window Blinds 1317

12 22 00 Curtains and Drapes 1323

12 36 00 Countertops 1329

12 48 13 13 Entrance Floor Mats 1339

DIVISION 13 SPECIAL CONSTRUCTION

13 34 19 PreEngineered Metal Buildings 1343

13 48 00 Seismic Protection for Miscellaneous Equipment 1371

13 48 00 00 10 Seismic Protection for Mechanical Equipment 1378

DIVISION 14 CONVEYING EQUIPMENT

14 24 00 Hydraulic Elevators 1385

DIVISION 21 FIRE SUPPRESSION

21 12 00 Standpipe Systems 1406

21 13 13 00 10 Wet Pipe Sprinkler System, Fire Protection 1416

21 13 17 00 10 Dry Pipe Sprinkler System, Fire Protection 1436

21 13 18 00 10 Preaction and Deluge Spinkler Systems Fire Protection 1455

21 23 00 00 20 Preaction and Deluge Sprinkler Systes, Fire 1480

21 30 00 Fire Pumps 1484

DIVISION 22 PLUMBING

22 00 00 Plumbing, General Purpose 1508

22 04 00 00 10 Plumbing, Hospital 1569

22 05 48 00 20 Mechanical Sound, Vibration and Seismic Control 1659

22 14 29 00 40 Sump Pumps 1691

22 15 13 16 High Pressure Compressed-Air Piping, Piping Components, and Valves, Stainless 1702

Attachment 2 FA4855-11-D-0003

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22 15 26 00 20 High and Medium Pressure Air Piping 1727

22 31 00 Water Softeners, Cation/Exchange (Sodium Cycle) 1763

22 62 13 00 20 Medical Gas and Vauum Piping 1775

22 66 53 Laboratory Chemical-Waste Vent Piping 1798

DIVISION 23 HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 Air Supply, Distribution, Ventilation, and Exhaust 1802

23 05 93 00 10 Testing, Adjusting, and Balancing of HVAC System 1840

23 07 00 Thermal Insulation for Mechanical Systems 1846

23 08 00 00 10 Commissioning of HVAC systems 1882

23 09 23 Digital Control Systems Equipment 1937

23 11 23 00 10 Gas Piping Systems 1955

23 23 00 Refrigerant Piping 1967

23 25 00 Chemical Treatment of Water for Mechanical Systems 1986

23 52 00 Heating Boilers 2005

23 54 16 00 10 Heating System (Gas-Fired Heaters) 2050

23 57 10 00 10 Foreced Hot Water Heating Systems Using Water 2056

23 64 00 Packaged Water Chillers, Absorbtion Type 2081

23 64 10 Water Chillers, Vapor Compression Type 2096

23 64 26 Chilled, Chilled-Hot, and Condenser Water Piping System 2124

23 65 00 Cooling Towers 2154

23 72 00 00 10 Energy Recovery Systems 2168

23 76 00 00 10 Evaporative Cooling Systems 2181

23 81 23 00 20 Computer Room Air Conditioning Units 2195

23 82 01 00 10 Warm Air Heating Systems 2207

23 82 02 00 10 Unitary Heating and Cooling Equipment 2217

DIVISION 25 INTEGRATED AUTOMATION

25 08 10 Utility Monitoring and Control System Testing 2246

25 10 10 Utility Monitoring and Control System (UMCS) 2319

DIVISION 26 ELECTRICAL

26 00 00 00 20 Basic Electrical Materials and Methods 2363

26 05 13 00 40 Medium-Voltage Cables 2372

26 05 19 00 10 Low Voltage Electrical Power Conductors and Cables 2381

26 05 48 00 10 Seismic Protection for Electrical Equipment 2388

26 05 73 00 40 Overcurrent Protective Devices 2392

26 08 00 Appartus Inspection and Testing 2411

26 11 13 00 20 Primary Unit Sybstation 2414

26 11 16 Secondary Unit Substations 2442

26 12 19 10 Three-Phase Pad-Mounted Transformers 2466

26 12 19 20 Single-Phase Pad-Mounted Transformers 2481

26 18 23 00 40 Medium Voltage Surge Arresters 2495

26 20 00 Interior Distribution System 2499

26 22 00 00 10 480 Volt Station Service Switchgear and Transformers 2542

26 23 00 Switchboards and Switchgear 2565

26 24 16 00 40 Panelboards 2584

26 27 13 10 30 Electric Meters 2590

26 28 00 00 10 Motor Control Centers 2601

26 28 01 00 10 Coordinated Power System Protection 2618

26 29 01 00 10 Electric Motors, 3-Phase Vertical Induction Type 2636

26 29 02 00 10 Electric Motors, 3-Phase Vertical Synchronous Type 2648

26 29 23 Variable Frequency Drive Systems Under 600 Volts 2665

26 32 14 00 10 Diesel-Generator Set, Stationary 15 – 300 KW, Standby Applications 2674

Attachment 2 FA4855-11-D-0003

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26 32 15 00 10 Diesel-Generator Set, Stationary 300 – 2500 KW, With Auxillaries 2712

26 32 33 00 10 Uninterruptible Power Supply (UPS) System Above 15 KVA Capacity 2758

26 33 53 00 20 Uniterruptible Power Supply (UPS) 2788

26 36 00 00 10 Automatic Transfer Switch and By-Pass/Isolation Switch 2816

26 41 01 00 10 Lightning Protection System 2826

26 42 14 00 10 Cathodic Protection System (Sacrificial Anode) 2837

26 42 15 00 10 Cathodic Protection System (Steel Water Tanks) 2859

26 42 17 00 10 Cathodic Protection System (Impressed Current) 2872

26 51 00 Interior Lighting 2896

26 55 53 00 10 Exterior Lighting Including Secirty and CCTV Applications 2915

26 56 00 Exterior Lighting 2938

26 60 13 Low Voltage Motors (600 v or less) 2950

DIVISION 27 COMMUNICATIONS

27 05 28 36 40 Cable Trays for Communications Systems 2958

27 10 00 Building Telecommunications Cabling System 2961

27 21 00 00 20 Intercommunication System 2981

27 21 10 00 10 Fiber Optic Data Transmission System 2990

27 51 16 Radio and Public Address Systems 3014

27 51 18 Public Address Systems 3027

DIVISION 28 ELECTRONIC SAFETY AND SECURITY

28 05 26 00 40 Grounding and Bonding for Electronic Safety and Security 3037

28 23 23 00 10 Closed Circuit Television Systems 3044

28 31 00 00 10 Fire Detection and Alarm System (Zone Type) 3076

28 31 02 00 20 Fire Alarm Reporting System – Digital Communications 3095

28 31 15 Addressable Fire Alarm amd Mass Notification System – EST3 3107

DIVISION 31 EARTHWORK

31 00 00 Earthwork 3141

31 05 19 Geotextile 3167

31 10 00 Clearing for Civil Works 3173

31 11 00 Clearing and Grubbing 3177

31 23 00 00 20 Excavation and Fill 3180

31 32 11 Soil Surface Erosion Control 3202

31 60 00 Foundation Preparation 3228

DIVISION 32 EXTERIOR IMPROVEMENTS

32 01 19 Field Molded Sealants for Sealing Joints in Rigid Pavements 3236

32 01 19 61 Resealing of Joints in Rigid Pavement 3245

32 01 22 Bituminous Rejuvenation 3255

32 05 33 Landscape Establishment 3261

32 11 16 Base Course for Rigid and Subbases for Flexible Paving 3272

32 11 23 Aggregate and/or Grade-Crushed Aggregate Base Course 3281

32 11 26 Bituminous Base Course 3293

32 11 27 Bituminous-Stablized Base Course, Subbaase, or Subgrade 3305

32 11 29 Lime-Stabilized Base Course, Subbase, or Subgrade 3316

32 11 34 Portland Cement-Stabilized Base or Subbase Course 3328

32 12 10 Bituminous Tack and Prime Coats 3341

32 12 16 Hot-Mix Asphalt (HMA) for Roads 3349

32 12 17 Hot-Mix Bituminous Road-Mix Surface Course 3373

32 12 21 Bituminous Road-Mix Surface Course 3391

32 16 13 Concrete Sidewalks and Curbs and Gutters 3402

32 16 15 Concrete Block Pavements 3414

32 17 23 00 20 Pavement Markings 3420

Attachment 2 FA4855-11-D-0003

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32 18 16 13 Playground Protective Surfacing 3436

32 31 13 Chain Link Fences and Gates 3454

32 31 13 53 High-Security Chain Link Fences and Gates 3467

32 84 23 Underground Sprinkler Systems 3478

32 84 24 Irrigation Sprinkler Systems 3494

32 92 19 Seed 3519

32 92 23 Sodding 3534

32 93 00 Exterior Plants 3542

DIVISION 33 UTILITIES

33 05 23 19 Trenchless Excavation Using Microtunneling 3564

33 11 00 Water Distribution 3576

33 12 33 00 30 Water Meters 3605

33 24 13 Ground-Water Monitoring Wells 3622

33 30 00 Sanitary Sewers 3648

33 34 00 Force Mains and Inverted Siphons; Sewer 3666

33 40 00 00 40 Storm Drainage Utilities 3674

33 51 15 Natural-Gas Liquid Petroleum Gas Distribution 3686

33 60 01 Valves, Piping, and Equipment in Valve Manholes 3701

33 70 02 00 10 Electrical Distribution System, Underground 3719

33 71 01 Overhead Transmission and Distribution 3747

33 73 00 00 40 Utility Transformers 3779

33 75 00 00 40 High—Voltage Switchgear and Protective Device 3790

33 77 36 00 40 Medium Voltage Utility Fuses 3805

DIVISION 34 TRANSPORTATION

34 71 13 19 Active Vehicle Barriers 3808

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

43 21 29 Flow Measuring Equipment Potable Water or Sewage Treatment Plant 3823

DIVISION 44 POLLUTION CONTROL EQUIPMENT

44 46 00 Pumps Sewage and Sludge 3831

DIVISION 48 ELECTRICAL POWER GENERATION

48 14 13 00 20 Solar Liquid Flate Plate Collectors 3853

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SECTION 01 00 01

SPECIFIC REQUIREMENTS

PART 1 GENERAL

1.1 LOCATION

1.1.1 This section contains requirements applicable to Cannon Air Force Base (CANNON

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 order (project). The Contractor shall go to the work order service desk in order to start the AF Form 103, and then they shall coordinate with the other base organizations to properly complete the form and get it approved. The Contractor must submit an electronic AF Form 103 for approval if he has access to the Government’s computer system. One copy of the approved AF Form 103 shall be provided to the SABER project inspector prior to commencement of any work for the project.

1.3.1.1 In all cases the Contractor shall have contingency plans for continuing work during utility outages caused by the Contractor or outside forces. The plan must also include procedures for promptly repairing utility breaks/interruptions made or caused by the Contractor.

1.3.1.2 Contractor shall be responsible for contacting utility owners to coordinate work, identify, locate, and mark all utility lines in the vicinity of the project work site (commercial and military utility lines). The Contractor will be required to mark the limits of site work/excavation to indicate location, direction, length, and depth of site work/excavation in order to facilitate the utility owner’s field marking of existing utilities.

1.3.1.3 The Contractor shall provide, as attachment to the AF Form 103, drawings showing exact location and description of the work to be accomplished. Should any of the coordination points indicate additional utility lines or structures to those already shown on the drawings, by sketch on the Contractor's drawing or by field location marking, the Contractor shall be responsible for the protection of each of the indicated items. It is the responsibility of the Contractor to verify the exact location of all indicated utility lines and structures, and for the protection of the same, in the project work area. Should damage occur to any utility line or structure, the Contractor shall be responsible for the prompt repair of the damage to return the item to its original working condition.

1.3.1.4 Special care and coordination shall be taken in any high-visibility area so as not to unnecessarily damage surfaces. The Contractor shall consult with the CE representative before any markings are placed in these areas. In all high-visibility locations, the paint used to locate utilities will be fully removed from sidewalks, pavements, and plazas at the end of the project. The Contractor shall be responsible for any damage

1.4 ELECTRICAL SERVICE AND COMMUNICATIONS FACILITIES

1.4.1 The Contractor shall not disturb electrical and/or communications facilities and wiring not discussed in the statement of work (SOW) or drawings. Where such facilities require removal for accomplishment of the project work, the Contractor shall notify the Contracting Officer (CO) in writing at least seven calendar days in advance of the requirement, for the accomplishment of such removal work by the Government. The Contractor shall allow the utility owner to remove the systems required. If the lines are damaged by the contractor’s construction activities, the Contractor shall restore service within 24-hours with no cost to the Government.

1.5 CONDITIONS OF WORK:

1.5.1 Disruptions

1.5.1.1 The Contractor shall perform his work in a manner that will minimize disruption to normal Cannon AFB operations.

1.5.1.2 Disruptions to sprinkler or alarm systems in excess of 4 hours will require either the evacuation of the building or fire watch.

1.5.2 Area Of Work

1.5.2.1 The Contractor will be allowed a reasonable working area when possible.

1.5.3 Regulations And Policies

1.5.3.1 The Contractor shall comply with all applicable Cannon AFB regulations pertaining to safety, health, security, traffic control, fire prevention, and environmental protection.

1.6 ROUTE

1.6.1 Only that route designated by the Contracting Officer for each task order shall be utilized by the Contractor for access to the work site. The use of an existing elevator shall be arranged prior to use through the CO and subject to his controls. Such use will be of an intermittent and temporary nature. The Contractor shall provide and maintain suitable and adequate protective covering for the elevator machinery, the hatchway entrance, and the interior of elevator during any period of temporary usage. In no case shall the load exceed the rated capacity of the elevator.

1.7 NATURAL RESOURCES AND WILDLIFE IMPACTS

1.7.1 All construction projects should be carried out in such a manner as to minimize adverse impacts to the environment. No wildlife or animal nesting site should be impacted by construction activity without first consulting with the Contracting Officer and the 27 SOCES/CEA Natural Resource Manager. If any wildlife is encountered during the project, all practical efforts will be made to avoid additional disturbance of the animal’s normal routine or nesting activity.

1.7.2 All impacts to waterways or drainages should be kept to minimum area, and as short of a time duration as practical. Proper Best Management Practices will be utilized to minimize erosion and control sedimentation. Any impacts to wetland areas will be confirmed with the 27 SOCES/CEA Natural Resource Manager in advance to confirm all proper permits have been obtained.

1.7.3 Control of pests or nuisance species will be coordinated through the Contracting Officer and appropriate 27 SOCES/CEOE personnel prior to application of any pesticide, or chemical control agent. Trapping or removal of any nuisance species will be also be coordinated with the 27 SOCES/CEOE Office.

1.7.4 Any questions regarding impacts to installation natural resources, wildlife or wildlife habitat should be directed through the proper contracting chain of command to the 27 SOCES/CEA Natural Resource Manager.

1.8 POTABLE WATER

1.8.1 Potable water lines damaged during construction - The contractor must notify the CO or designated representative immediately at Cannon AFB for action and further notifications. The contractor shall disinfect all water lines that do not remain full of water under pressure. Disinfection shall be in accordance with American Water Works Association Standard 601 and shall not be complete until two consecutive days bacterial samples (taken and analyzed at the contractor’s expense) show no contamination or as directed by the installations Bio-Environmental Section. Bacteriological samples shall be analyzed by a laboratory certified by the State of New Mexico.

1.9 FILL MATERIALS

1.9.1 Excess fill materials, including rock, gravel, broken concrete or asphalt, etc., shall be removed from base grounds and disposed of in accordance with applicable state and local regulations. Excess fill shall not be disposed of in any 100-year floodplain as regulated by the County Land Use Department.

1.9.2 Additional fill material shall be imported and delivered to the site from off the base grounds as a necessary part of the work. Material composition shall be subject to the requirements of section 31 23 00, Excavation and Fill, in this specification.

1.10 CONTRACTOR VEHICLES

1.10.1 The company name shall be prominently displayed on all Contractor vehicles operated on CANNON AFB. The Contractor may obtain entry passes for vehicles needed to transport materials and equipment at CANNON AFB Visitors Center. The Contractor will be required to present proof of insurance, drivers license, vehicle registration, and other documentation as needed to obtain vehicle entry pass. Entry to the restricted areas of CANNON AFB will require a vehicle pass (for flight line) and additional clearances (i.e.

for personnel). All material delivery trucks and concrete trucks requiring access on CANNON AFB will be required to access CANNON AFB through the South Gate vehicle inspection station. Those drivers will use their bill of laden, proof of insurance, driver’s license, and vehicle registration to gain access. Refer to Section 01 55 01, Security Requirements for Cannon Air Force Base for specific requirements.

1.11 AIRFIELD AND AIRSPACE OBSTRUCTION

1.11.1 Due to the airfield on Cannon AFB, the Contractor shall perform all work so as not to violate imagery surfaces defined in Federal Aviation Agency (FAA) Regulations Part 77 (1 Jan 92). In addition, work-producing emissions that would interfere with pilot vision or otherwise impair aircraft operations including communications/navigation must be controlled. See section 01 35 00 for additional guidance.

1.11.1.1 All work on military ramps and/or hangars shall be coordinated through Base Operations, the Cannon Airfield Management Office (AMO). Work on runways, taxiways, clear zones, and primary surfaces must be coordinated through the AMO as early as practical.

1.11.1.2 In addition to the requirements of 01 35 29, certain safety precautions shall be adhered to at Cannon. Hats on the Flightline are prohibited unless working in a hardhat area.

Base Operations will coordinate procedures to disseminate weather warnings to the contractor work site. The Contractor shall comply with Air Force safety standards during weather warnings.

1.11.1.3 No contractor vehicles, equipment, or personnel shall be on or crossing any active runway, taxiway, clear zone, or primary surface area without prior coordination through the AMO. Any work requiring a breach in Cannon Flightline security, i.e., work on the perimeter fence, must be repaired (temporary or permanent) by the end of each workday to ensure restoration of Flightline security. Such security breaches will be briefed daily to Base Operations.

1.11.1.4 The contractor shall submit a written request for the use of crane equipment at least 60 calendar days prior to the use of said equipment to 27 SOCES/CEPMS for processing to the FAA. The request shall contain the dates of use, the height of the equipment, and the location of use. Requests covering a block of time may be submitted with the understanding that the time for FAA review may be longer than normal. Time frames of a week or less are considered normal.

1.12 CONSTRUCTION FENCING

1.12.1 Six foot high chain link construction fencing shall enclose all large exterior construction sites. On a case-by-case basis, plastic snow fencing and cones may be approved for small projects. Use shall be approved by the CO in all cases. If approved, all snow fencing and/or cones shall be kept clean, undamaged, securely affixed, and orderly throughout the life of any small project.

1.12.2 Construction site fencing shall be fully anchored throughout the life of a project.

Sandbags, if used, will be maintained. The Contractor shall be required to fully patch any asphalt cores, or return any surface to its original state, upon removal of the fencing. The Contractor shall provide all necessary locks to keep the area secured. The Contractor shall provide the necessary signage that indicates the phone number of the person who can open the area during non-duty hours. The fence will be kept free of all debris and construction debris at all times.

1.12.3 When orange construction cones are needed to control or direct traffic as part of a TO, they must be clean and orderly aligned in all situations.

1.13 ROAD CLOSURE

1.13.1 The Contractor shall coordinate all road closures through the CO or designated representative as a minimum 14 days prior to the requirement

1.14 FINAL AS-BUILT

1.14.1 During the progress of the work, the Contractor shall keep a careful record at the job site of all changes and corrections from the layouts shown on the drawings, if applicable, regardless of whether they are a part of the construction effort or not. The Contractor shall enter such changes and corrections to the contract or record drawings daily, and submit drawings to the Contracting Officer in accordance with the schedule provided in the task order. This shall include any hidden or subsurface data discovered during construction. The Contractor shall enter such changes and corrections on a copy of the task order proposal drawings and provide the CO with a copy of the updated drawings. 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 to and approved by the CO.

1.14.2 The as-built drawings shall indicate all physical changes to the construction area and the actual location of any subsurface utility lines. The drawings shall also show, by offset dimensions to two permanently fixed surface features, the end of each run including each change in direction in sufficient detail that anyone may determine the location of these lines and appurtenances in the event the surface openings or indicators become covered over or obscured. The drawings shall indicate all valves, splice boxes, and similar appurtenances by dimensions along the utility run from a reference point. The drawings shall also note the average depth below the surface of each run, size and type of material.

1.14.3 At the time of beneficial occupancy of each structure or facility involved under the contract, the Contractor shall submit as-built drawings that sufficiently meet this requirement. All drawings shall conform to standard drafting practices and include such supplementary notes, legends, and details as required. Dimension all utilities from a known point, or an existing permanent object, to the centerline of the ditch or structure.

The Government will review the as-builts for accuracy and, if found in error, will return the drawings to the Contractor for further revision.

1.14.3.1 After Government approval the Contractor shall submit one full set of as-built drawings (22”x 34”) with changes. The drawings shall show any hidden, subsurface, or corrected layout information that the Contractor discovered during construction regardless of whether they was a part of the construction effort or not. The legibility and clear portrayal of the as-built construction on the marked prints (hard copy) are subject to the approval of the CO.

1.14.3.2 The Contractor shall provide one copy of the drawings on CD ROM and the CD case shall be labeled with project title, project number, task order number, date and content of disk. The disk drawings shall be in the native file format used by AutoCAD 2010 software Systems for Windows and capable of being loaded and viewed without conversion or editing. All external references shall be bound in the drawings or included in the drawing set. The CADD drawing format (i.e., level/layer structure, symbology, coordinate system, fonts, border templates, etc.) shall conform to the CADD standards used by the installation civil engineer drafting element.

1.14.4 There may be instances when record drawings will not be to the advantage of the Government or the Contractor. Examples of this are the replacement of an existing ceiling with the same materials, or repair of an existing wall. In these instances, the CO or his/her representative may determine record drawings/as-builts are not necessary.

1.15 Keys and Keying Schedule. The Contractor shall comply with Base Design Standards for compatibility of locksets, latch sets, deadlocks and cores.

1.16 Real Property Records. The Contractor shall prepare and submit a DD Form 1354, Transfer and Acceptance of Military Real Property, for all installed property (by building number if multiple buildings are involved in the project/task order). The Contractor shall submit the real property records to the CO upon final inspection.

1.16.1 The DD Form 1354 data sheets contain a summary of project information used to transfer the facility to the owner agency. The data sheet is divided into two parts: Facility and Features within the 5-foot line and Features outside the 5-foot line.

1.16.2 The Contractor shall meet with the Government to get direction and example documents on the format and content of the DD Form 1354. The Government will provide the Contractor with an electronic format that can be used to fill out the form.

1.16.3 The form shall include all government furnished and contractor furnished items installed by the Contractor. The form need not include light switches, fixtures, relays, contacts, valves, and such material items as piping, insulation, and minor component parts of larger assemblies. The form line items shall include the following:

1.16.3.1 Electrical equipment: transformers, lighting fixtures, metering equipment, over-head door operators, exterior floodlights and poles, fire alarm and burglar alarm systems, etc.

1.16.3.2 Mechanical equipment: commercial refrigeration equipment, heating equipment, air-conditioning system equipment, pumps, boilers, sprinkler, meters, and other items of mechanical equipment.

1.16.3.3 Other items considered real property installed equipment: For each listed item, the information contained shall include the following (as applicable).

a. Name of item

b. Location of item

c. Manufacturer

d. Model Number

e. Serial Number

f. Style

g. Date installed/replaced

h. Electrical rating, full nameplate data

i. Capacity (MBTU, KVA, Tons, etc.)

j. Cost of each item (equipment cost only)

k. Other pertinent information (Warranty/guarantee information-start date, stop date)

1.17 Operation and Maintenance Manuals/Data. The Contractor shall furnish two (2) copies (unless otherwise noted on the task order AF Form 66) of operation and maintenance manuals for any product installed in the construction project to the CO on an AF Form 3000 for approval. O&M manuals shall be provided at least five (5) working days prior to the final inspection and approved before the project can be considered completed. Until the O&M manuals are submitted to the CO, the Contractor shall be held responsible for all service calls and recurring maintenance.

1.17.1 The manuals shall contain complete instructions for operation, inspection, testing and maintenance of the system, and shall include part breakdown diagrams. If applicable, the manuals shall also contain complete wiring schematics and diagrams. O&M manuals shall contain the processes or methods of providing optimum efficiency of the product as described within the specifications. Further, the maintenance portions of these O&M manuals shall be explicit so that the unskilled craftsman may use these manuals to maintain the equipment in a condition of good and serviceable repair and operating at peak efficiency.

1.17.2 Organize operation and maintenance data into suitable sets of manageable size. The Contractor shall provide the CO all paperwork that was shipped with or attached to the product or material including: Installation or maintenance instructions for the product or material Part number listing, Care and/or cleaning instructions, Removing and replacing information, Warranty information, Toll or toll-free numbers for information and Operator manuals. O&M manuals shall be the manufacturers' printed and bound reference instructions and guides. Photocopies of printed material are not acceptable. All words shall be legible and all photographs and graphics shall be clear and easy to read.

1.17.3 O&M manuals shall be turned over to the Contracting Officer in white, three ring binders. The binders shall be D-ring, shall be labeled on the front and the side, and tabbed dividers shall be provided between divisions. Drawings to be displayed in mechanical rooms shall be framed and laminated.

1.17.4 Where required by the various technical sections, parts lists, indicating source and current unit prices shall be provided by the Contractor with cover indicating the contents by equipment or system name and project title and shall be submitted with the related Operations and Maintenance Manuals.

1.17.5 The Contractor shall organize all documents into a presentable and usable format. The Contractor shall index each item separately in the Table of Contents and tab each item within the text with reference to the index. This requirement shall include, but not be limited to, the following:

1.17.5.1 Start Up Instructions

1.17.5.2 Shutdown Instructions

1.17.5.3 Maintenance Schedule

1.17.5.4 Maintenance Instructions

1.17.5.5 Trouble-Shooting Guide

1.17.5.6 Parts List

1.17.5.7 Parts Breakdown Diagram

1.17.5.8 Technical Engineering Data

1.17.5.9 Shop Drawings

1.17.5.10 Updated As-Built Drawings

1.17.5.11 Remarks

1.17.5.12 Shop Training

1.17.5.13 Extended Warranties

1.18 Training. Training shall be provided after the final inspection for each Task Order. Training shall be done on all key components, items spelled out in the specifications, and listed in the Task Order Statement of Work.

1.19 Spare Parts and Maintenance Materials. Spare parts and maintenance materials shall be provided prior to the final inspection for each Task Order. These parts shall be provided on all items spelled out in the specifications and those listed in the Task Order Statement of Work.

1.20 WARRANTIES/WARRANTY RESPONSE: With the close out documentation and prior to final payment, the Contractor shall provide any and all guarantees, warranties, and bonds as specified in contract clauses and individual sections of work. These are in addition to the one-year warranty that automatically applies to all materials and workmanship on every task order. The Contractor shall honor all warranty requirements by responding and initiating corrective action on all warranty work within the following timeframes:

1.21 Routine Calls: The Contractor shall respond within seven (7) calendar days after notification by the CO, and not later than three (3) calendar days on second and subsequent attempts to correct a deficient item. The work must be completed within 20 days of receiving materials.

1.22 Urgent Calls: The Contractor shall respond within 24 hours of notification and complete corrective action within 7 days of receiving materials.

1.23 Emergency calls: The Contractor shall respond within 2 hours of notification and complete corrective action within 24 hours of receiving materials.

1.23.1 The CO will determine the category of the call (Routine, Urgent, or Emergency). The corrective action shall include making temporary repairs, if necessary, until more permanent repairs can be made or replacement parts ordered. The Contractor shall complete all warranty work to the complete satisfaction of the CO in accordance with the applicable specifications. If the Contractor fails to honor warranty requirements (to include making temporary repairs), the Government may correct the deficiency and bill the Contractor for the repairs.

1.24 AS-BUILT DELIVERABLES

1.24.1 Delivery Specifications

1.24.1.1 All as-built drawings shall be delivered on a CD/DVD-ROM in *.DWG and *.PDF formats. The *.PDF file shall be condensed into a single file with the multiple pages.

The Contractor shall submit one (1) CD/DVD-ROM. The *.DWG file delivered shall be created in AutoCAD 2010 or compatible version to the version in use by the government; may need to be upgraded as necessary to meet these requirements. The *.PDF file delivered shall be created in Adobe Acrobat 8.0 or newer version. A PCO.TXT file shall contain a valid POC for questions about the file and shall be included on a CD/DVD-ROM. Topographic survey data shall also be delivered on a CD/DVD-ROM in a *.CSV format. (Preferably PNEZD – comma delimited format).

Accuracy level of data provided shall be +/- .02 foot. All projects shall clearly indicate survey site control Basis of Bearings statement with the control monuments used to establish that control. All plans shall reflect mean combination ground to grid factor, be printed upon any calculation sheets anytime ground (modified) State Plane Coordinates are used, and be noted in the bearing source statement. Digital media must have an external label listing the name of the project and contract number and the words “As- Built Record Set”. The folder shall contain drawings, indexes and X-REF files related to all as-builts. A drawing called BINDED.DWG shall be created. This drawing shall be bound and have no external references. Final As-Built Preparation for *.DWG files.

1.24.1.2 The following procedures must be performed before a file is placed on the delivery media: When opened, the drawing shall be seen exactly as it should be plotted. Include all files, both graphic and non-graphic, required for the project. Make sure all files are in the same directory, and that references to those files do not include device or directory specifications. Ensure all reference (external reference) files are attached and without device or directory specifications. Remove all extraneous graphics/text outside the project border area, and set the active parameters to a standard setting (or the setting contained in the seed or prototype file). Include any standards sheets (abbreviations, symbols libraries, font libraries, color tables, pen tables, plot configuration files, user command files, etc.) necessary for a complete project. Compress and/or reduce all files using the appropriate utilities. A digital media copy of the decompression utility should be provided with the delivered data. All files shall be purged and all Xrefs shall be removed or included; with use being dependant on purpose/use. All *.CTB and *.PC3 files shall be supplied if used on the project.

1.24.2 As-Built Specifications

1.24.2.1 As-builts shall be designed and delivered in WGS84 Coordinate System. Where layers aren’t specified, the National CAD Standard will be used. All submittals shall include standards sheets (abbreviations, symbols, fonts, etc.) necessary for a complete project, and document any nonstandard fonts, tables, symbols, etc. that are used. Decimal units will be used for all exterior drawings (site plans, utilities, etc.) Architectural units will be used for all exterior drawings (site plans, utilities, etc.) Architectural units will be used for all interior drawings (within five (5) foot of the structure). Acceptable drawing scales depend on the type of drawing and the size of area the drawing encompasses. –

a. Title Blocks

(1) The contract number and the specification number (if available) shall be shown on all sheets. “RECORD DRAWING” shall be added below the title block on all sheets. All modifications to the contract shall be posted in ascending order. The top line of the revision box shall state “REVISED TO SHOW AS-BUILT CONDITIONS” and dated. All modifications to all plans, sections, or details, shall have a modification number placed in the revision box under column entitled “Symbol”. The statement “GENERAL PROVISIONS” may be used when applicable. The date to be added in the revision box for modifications is found in Block 3 of Form SF-30. Cover Sheet shall have Contract Award Set changed to As- Built Record Set with month & year completed. Month and year completed shall also go in the date box in the title block. There shall be no separate dates.

b. Documentation Layout Tab (Metadata)

(1) A “DOCUMENTATION” layout tab shall be included in every .dwg file. A “Documentation” layout tab shall include the following (unless this information is stated on another layout in the same .dwg file or is not applicable) drawing index per discipline, any deviations, special notes, plotting instructions and explanations unique to this drawing. Include a brief description of work performed, name and contact information of the person and company or organization responsible, the date the data was entered and any applicable references (project name and number, work order number and description, etc).

c. Procedures for Posting Modification Changes to Drawings

(1) Follow directions in the modification for posting descriptive changes. A modification Circle shall be placed at the location of each change. The highest modification number on the sheet should be shown in the modification circle in the “DATE” and DRAWING CODE” boxes of the Title Block. For all new details or sections that are added to a drawing, place a Modification Circle by the detail or section title. For changes to a drawing, place a Modification Circle by the title of the affected plan, section or detail titles (each location). For changes to schedules on drawings, a Modification Circle shall be placed either by the schedule heading or by the change in the schedule. The Modification Circle size shall be 1/2-inch diameter unless the area where circle is to be placed is crowded. User smaller size circle for crowded areas.

d. Word Abbreviations

(1) Abbreviations shown on the abbreviation sheet shall be used to describe all work items. Additional word abbreviations, not found on the abbreviation sheet but necessary to describe the work, shall be properly identified and incorporated with the other standard word abbreviations.

e. Legend Sheets

(1) Symbols, which conflict with those on the original contract legend sheet, shall not be used. Additional symbols necessary to depict any additional work items shall be properly identified and added to the legend sheet or supplemental legend. Those projects that do not have legend sheets may use supplemental legends on each sheet where symbol is shown.

f. Contractor Shop Drawings

Contractor shop drawings, which supersede data on the contract plans and/or additional drawings, prepared by the Contractor, shall be incorporated into the As- Built Drawings. Design plans prepared by Contractor shall include the designer’s name on the As-Built Drawings.

(1)

g. Indexing of Drawings

(1) If drawings are added to the portfolio of drawings to depict as-built conditions, the index of drawings shall be revised accordingly.

h. Government Furnished Materials

(1) The Government shall provide the Contractor with data and information concerning all necessary and pertinent functions and principal features of the identified project.

These items may include: The installation’s latest georeferenced digital planimetric data and/or base map in AutoCAD format or best format available, with associated data files. The installation’s most current orthorectified imagery and its geospatial parameters (coordinate system, datum, projection, distance units). Any pertinent and necessary prototype or drawing template files and standard Title Blocks.

i. Government Review

(1) Contractor will submit preliminary As-Builts at 50% project completion for review.

The Government shall review the submitted data and provide comments as needed to ensure long term as-built success is achieved. The Contractor will submit final as-builts prior to project closeout for review/acceptance. Upon receipt of a complete submittal, the Government shall conduct a quality review and notify the Contractor within 10 days of acceptance (along with any stipulations this includes) or rejection of the deliverables described herein. Failure to adhere to any of the stated delivery specifications could result in rejection of deliverables and nonpayment. Missing or incomplete items shall be documented and forwarded to the Contractor for completion. Any questions regarding data collection efforts, deliverable formats or specifications should be addressed to the 27 SOCES/CEPT through the Contracting Officer.

1.25 DRAWINGS and DRAFTING STANDARDS

1.25.1 The followings drawings will be submitted to the Contracting Officer for approval on each Task Order and before the Notice to Proceed (NTP) will be issued.

a. Cover Sheet (With Index)

b. Foundation Drawing

c. Floor Plan

d. Structural Drawings

e. Elevations and Sections (As Required)

f. Mechanical (HVAC, Plumbing and Fire Protection)

g. Electrical and Commutations

1.25.1.2 If a drawing is not required for the execution of the work it shall be marked “Not Required” on the Cover Sheet Index.

1.25.2 Drafting Standards: A/E/C CAD STANDARD. RELEASE 4.0, DATED JULY 2009

1.26 LAYING OUT WORK

1.26.1 Layout

1.26.1.1 The Contractor shall verify dimensions and elevations indicated in layout of work.

Discrepancies between drawings, specifications and existing conditions shall be referred to the Contracting Officer in writing before work affected is performed. Failure to make such notification shall place responsibility upon the Contractor to carry out work in satisfactory, workmanlike manner at no additional cost to the Government.

Any duplication of work made necessary by failure or neglect on the Contractor’s part to comply with this function shall be done at his sole expense.

1.26.2 Field Dimensions

1.26.2.1 The drawings accompanying these specifications indicate generally the design and arrangement of all apparatus, fixtures, accessories, etc., necessary to complete the work required. The exact location or arrangement of equipment is subject to minor changes necessitated by field conditions and shall be made as required without additional cost to the Government. Measurements shall be verified by actual observations at the construction site, and the Contractor shall be responsible for all work fitting into place in a satisfactory and workmanlike manner meeting the approval of the Contracting Officer.

PART 2 PRODUCTS – Not Used

PART 3 EXECUTION – Not Used

END OF SECTION 01 00 01

01 04 00-1

SECTION 01 04 00

UNIT PRICE BOOK AND SOFTWARE REQUIREMENTS

1. COST ESTIMATING SOFTWARE REQUIREMENTS: The Contractor shall purchase and maintain five (5) Network copies or five (5) Stand Alone copies of RS Means based Estimating software; these copies shall remain the property of the Government.

1.1. The estimating and project management software package shall be Windows-based software and must be able to import and export estimates and projects electronically in a secured estimate file format. It shall be able to track projects by contract, contract year, estimator, customer and/or project location. It shall support project management tracking of project milestones, project costs, locations, contacts, and project notes. It shall provide a means for document management, whereas the user can setup template documents, point and click and create new, project specific documents using the current project details. The software must support multiple contracts, contractors and coefficients. The software shall be able to import the contractors estimate, complete an electronic comparison and technical evaluation showing the government’s pre negotiation strategy, as well as producing the contractors revised estimate report to show the post negotiation changes made from the initial estimate to the final accepted estimate. The software must be capable of handling multiple coefficients and contractors markups within a project. The database shall contain all of the line items found in the RSMeans bound volumes. Software must support Specification management, whereby specific line items will be linked to specific specifications and the user can automatically produce a detailed Specification document for each project as they build their estimates.