Attachment_1._SABER_Specifications_Part1.pdf

SIMPLIFIED ACQUISITION OF BASE

ENGINEERING REQUIREMENTS

(SABER)

SPECIFICATIONS

SABER Specifications

FA2517-13-R-5000

Attachment 1 20 May 2014

SABER SPECIFICATIONS

TABLE OF CONTENTS

SECTION TITLE

DIVISION 1 – GENERAL REQUIREMENTS

01 00 00 General Requirements

01 00 01 Peterson Air Force Base Specific Requirements

01 00 02 Cheyenne Mountain Air Force Station Specific Requirements

01 00 03 Fort Carson Army Post Specific Requirements

01 00 04 Schriever Air Force Base Specific Requirements

01 00 05 F.E. Warren Air Force Base Specific Requirements

01 00 06 Buckley Air Force Base Specific Requirements

01 00 07 U.S. Air Force Academy Specific Requirements

01 04 00 Unit Price Book and Software Requirements

01 05 00 PAFB Computer Aided Drafting (CAD) Standards Specific Requirments

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 Safety and Occupational Health Requirements

01 45 01 Contractor’s Quality Control

01 55 01 Security Requirements for Peterson Air Force Base

01 55 02 Security Requirements for Cheyenne Mountain Air Force Station

01 55 03 Security Requirements for Fort Carson Army Post

01 55 04 Security Requirements for Schriever Air Force Base

01 55 05 Security Requirements for F.E. Warren Air Force Base

01 55 06 Security Requirements for Buckley Air Force Base

01 55 07 Security Requirements for U.S. Air Force Academy

01 57 20.00 10.01 Environmental Protection Peterson AFB

01 57 20.00 10.02 Environmental Protection Fort Carson

01 57 20.00 10.03 Environmental Protection Schriever AFB

01 57 20.00 10.04 Environmental Protection FE Warren AFB

01 57 20.00 10.05 Environmental Protection Buckley AFB

01 57 20.00 10.06 Environmental Protection USAFA

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 Deconstruction

02 61 13 Excavation and Handling of Contaminated Material

02 65 00 Underground Storage Tank Removal

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

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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 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 Dampproofing

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 Metal Roof Panels

07 41 63 Fabricated Roof Panel Assemblies

07 42 13 Metal Wall Panels

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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 Steel Standing Seam Roofing

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 53.00 40 Security Doors and Frames

08 34 53 Doors; Fire-Insulated, Record-Vault

08 34 59 Vault Doors and Day Gates

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 Curtain Wall and Glazed Assemblies

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 Supports For Plaster and Gypsum Board

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

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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 Metal Building Systems

13 48 00.00 10 Seismic Protection for Mechanical Equipment

13 48 00 Seismic Protection for Miscellaneous 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

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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 Compressed 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 Temperature Controls (United States Air Force Academy)

23 09 23 BACnet Direct Digital Control Systems for HVAC (FE Warren Air Force

Base)

23 09 23 Digital Control Systems Equipment (Peterson Air Force Base)

23 09 23 Energy Management Control System (Schriever Air Force Base)

23 09 23 Direct Digital Control for HVAC and Other Local Building Systems (Ft

Carson Army Post)

23 09 23 Direct Control Systems and Energy Management Control Systems (Buckley

Air Force Base)

23 09 23 Direct Control Systems and Energy Management Control Systems

(Cheyenne

Mountain Air Force Station)

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

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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 (re-named by FEI)

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, Switchboards and Panelboards

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 100-2500 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

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

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27 51 16 Radio and Public Address Systems

27 51 18 Public Address System (Schriever 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) (renamed by FEI)

28 31 02.00 20 Fire Alarm Reporting Systems – Digital Communicators

28 31 15 Addressable Fire Alarm and Mass Notification Systems-EST3 (Peterson Air

Force Base)

28 31 15 Addressable Fire Alarm and Mass Notification Systems (Cheyenne Mountain

Air Force Station)

28 31 17 Addressable Fire Alarm and Mass Notification Systems (United States Air

Force Academy)

28 31 20 Addressable Fire Detection and Alarm System (FE Warren Air Force Base)

28 31 76 Interior Fire Alarm and Mass Notification System (Fort Carson Army Base)

28 31 76 Interior Fire Alarm and Mass Notification System (Schriever Air Force Base)

28 31 76 Interior Fire Alarm and Mass Notification System (Buckley 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 19.61 Resealing of Joints in Rigid Pavements

32 01 19 Field Molded Sealants for Sealing Joints in Rigid Pavement

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

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32 18 16.13 Playground Protective Surfaces

32 31 13.53 High-Security Chain Link Fences and Gates

32 31 13 Chain Link Fences and Gates

32 84 23 Underground Sprinkler Systems

32 84 24 Irrigation Sprinkler Systems

32 92 19 Seeding

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 Groundwater 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 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] [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

Attachment 1

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

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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 Peterson Air Force Base

PAMO Peterson 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

Attachment 1

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, to include design and engineering services incidental to construction. The Contracting Officer (CO) will conduct negotiations with the Contractor and issue individual Task Orders (TOs) for maintenance, repair and minor construction projects identified by the Base Civil Engineer (BCE) or Director of Public Works (DPW) as part of the Simplified Acquisition of Base Engineering Requirements (SABER) program. Individual TO projects will vary in size, with the majority expected to be less than $750,000, 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 TOs. 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 SABER Specification

a. This SABER 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.

(1) Standards

(a) The SABER specification furnishes concise industrial and/or commercial standards for

01 00 00-1

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Attachment 1 20 May 2014 http://www.wbdg.org/ccb 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://www.wbdg.org/ccb/browse_cat.php?o=29&c=4. Any and all changes to the UFC will immediately become requirements of this contract. The UFC references the International Building Code (IBC) as the basic requirement. The UFC modifies those basic requirements in UFC 1-200-01.

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

1.5.1.1 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 TO procedures, traffic control, construction access requirements, as-built criteria, performance requirements, security procedures, accident prevention, safety, and fire prevention briefings.

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, Superintendent, Quality Control Officer, 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 Exclusion Periods

1.5.3.1 Exclusion Periods in Computing Completion Schedules: No work will be required during an exclusion period. Such a period shall not be considered in computing the time allowed for completion. The contractor may, however, perform work during all or any part of this period upon receiving written approval from the Contracting Officer. The contractor shall provide a

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Attachment 1 20 May 2014 http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4 written request to work during the exclusion periods to the Contracting Officer. The Government will determine exclusion periods for each individual task order. This paragraph shall apply to all task orders throughout the contract performance period and any extension of performance.

1.5.4 Work Hours

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

1.5.5 Safety Requirements

1.5.5.1 See Section 01 35 29.

1.5.6 Fire Protection

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1.5.6.1 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.

1.5.7 Request For Proposal

1.5.7.1 See Section H of the contract for further information. For each project, the Contractor will be furnished with one electronic copy of the Statement of Work (SOW). The Contractor will also be provided with one electronic 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.

1.5.8 Site Visit

1.5.8.1 Prior to negotiating any individual TO, the Government and the Contractor will conduct a pre-proposal site visit for each TO. 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. The Contracting Officer, or designated representative, will provide meeting notes to all Contractors and the Civil Engineer Squadron (CES) within two (2) workdays of the site visit.

1.5.9 On-Site Conditions

1.5.9.1 Drawings may not be available or provided. Drawings showing the location of equipment, piping, ducts and conduit, etc. 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 TO.

1.5.10 Project Proposal

1.5.10.1 For every Request for Proposal (RFP) associated with a new TO, the Contractor shall provide a

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FA2517-13-R-5000

Attachment 1 written proposal describing his approach to the proposed project work described in the Government’s SOW and project drawings, if any. The Contractor’s proposal shall include, at a minimum; a written narrative describing their approach to the subject project, drawings to show the intended work, a schedule showing the Contractor’s intended progression, any permits required by Section 01 57 20, and a line item proposal in accordance with Section 01 04 00.

The Contractor shall submit the proposal within 10 working days of the site visit. If the requirement is determined to be a quick response requirement by the CO, the Contractor shall submit a TO 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 or pages, project cost estimate, design assumptions, operational concerns, calculations (as needed), and drawings. 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 TOs shall be estimated, negotiated, and awarded based upon prices in the Unit Price Book (UPB, see Section 01 04 00) and the task order procedures in Section H, Special Contract Requirements of the main contract. 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 SABER TOs, even if work is done by a subcontractor. If the Contractor wishes to deviate from the Unit Price Book, all Contractors must submit at least two (2) independent cost estimates on the disputed item. The Contracting Officer (CO) shall determine the appropriate pricing of the disputed item and modify the contract or task order if necessary.

b. Construction Schedule

(1) A construction schedule is required in accordance with FAR 36.515 for projects with a continuous performance period of 60 days or more unless otherwise requested by the CO.

Additionally, the Contractor shall submit a construction schedule when required by the TO SOW. The construction schedule shall be on an AF Form 3064 or equivalent and completed according to the instructions on the reverse side of the form, or as directed. In addition to the construction schedule, the Contractor shall be required to submit a critical path Gantt chart schedule with milestones for all projects with a performance period of 90 days or more. The Contractor shall provide bi-weekly construction updates on each TO on an AF Form 3065 or equivalent.

c. The Contractor will provide, as part of the proposal, a basic design solution showing a complete understanding of the requirement. When the SOW does not include Government provided drawings, drawings shall be included with the proposal and must be thorough enough to allow the Government and Contractor to estimate. Drawings shall be used on-site for reference during construction as well as red-line drawings. Drawings included with the proposal must be thorough enough to allow the Government and Contractor to estimate prepriced and non-prepriced items, the Government to monitor the work, and the Contractor to execute the work.

Design incidental to accomplishing the required tasks outlined in each TO shall 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 all applicable building and construction codes. In the SOW, the Government will identify the

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Attachment 1 extent of documentation that the Contractor shall include in the TO proposal. This documentation includes, but is not limited to:

(1) 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 (if applicable) supply the following calculation:

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

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

(c) Structural: Structural system and foundation sizing.

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

(e) Energy: Provide energy savings and Return on Investment (ROI) for each TO, if applicable.

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

(3) 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.

1.5.11 Record Drawings

1.5.11.1 During the progress of the contract, the Contractor shall keep a set of red-line drawings on the job site. Red-line drawings shall be based on the design drawings provided by the Contractor in Section 01 00 00, Paragraph 1.5.9.1.c. These drawings shall be used to create As-builts meeting the requirements of paragraph 1.2 of Section 01 78 00 TO 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.

1.5.12 Moving Furniture And Equipment

1.5.12.1 For each TO, the Government SABER Office and the Contractor shall coordinate with occupants of the proposed work area on responsibilities of moving furniture and equipment.

The Government shall hold the Contractor responsible for any damages when the Contractor moves the furniture.

1.5.13 Delivery Of Materials

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

1.5.14 Division Of Work

1.5.14.1 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 are begun.

1.5.15 Clean-Up

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1.5.15.1 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 SOW for specific TOs. Upon completion of the project, the Contractor shall conduct a thorough final cleaning.

1.5.15.2 Upon completion of the project, the Contractor shall conduct a thorough final cleaning. This shall include normal daily cleanup, vacuuming, dusting, mopping, and all other necessary items as appropriate. Upon Pre-Final Inspection, the work area shall be ready to be occupied by the customer without any additional cleanup.

1.5.15.3 All clean-up shall be included in the Contractor’s coefficient unless additional cleanup is identified in the SOW. Thorough daily cleanup may be required in certain high-visibility areas on a case-by-case basis as described in the SOW for specific TOs.

1.5.16 Government-Furnished Equipment/Materials

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

1.5.17 Equipment And Furniture On The Site

1.5.17.1 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 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.

1.5.18 Damage To Real Property

1.5.18.1 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.

1.5.19 Covered Chutes

1.5.19.1 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.

1.5.20 Salvageable Items

1.5.20.1 All materials removed and not reused in the project as specified herein or as required by the project SOW, drawings, or specifications, remain the property of the Government. The

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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.

1.5.21 Trash Removal

1.5.21.1 Unsalvageable materials 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.

1.5.22 Monthly Reporting

1.5.22.1 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.

1.5.23 Permits

1.5.23.1 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.

1.5.24 Environmental Requirements

1.5.24.1 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 TO, 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 See Section 01 33 00 Submittal Procedures.

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1.7 Electronic Documents and Correspondence

1.7.1 The Contractor shall submit all documents electronically. Electronic file type shall be as indicated by the Contracting Officer. This requirement is in addition to any other requirement throughout this contract. If any other specification or section requires hard copy documents, the Contractor shall submit these documents in both hardcopy and electronic copy to the contracting officer.

1.7.2 All documents submitted by the Contractor requiring a signature shall be submitted to the contracting officer with an electronic digital signature. All documents submitted by the Contractor requiring further action and signature by the Government shall be capable of being digitally signed and saved by the Government representative(s) as required.

1.7.3 All documents submitted by the Contractor shall follow a standardized file naming convention as indicated herewith. File naming conventions shall be strictly adhered to and may only be modified by the contracting officer. File names shall have no spaces. The following items in the below naming conventions are defined as followed:

XXXXXX = Project number as defined by Civil Engineering (Typically 6 digits)

YYYYMMDD = Effective date of document or report

ZZZ = Contractor’s Name Initials

001 = Submittal Number or Serial Report Number

1.7.3.1 Submittals:

[XXXXXX-FORM#-001(Brief Description of Submittal)]

Example: 152579-AF3000-004(Ceramic Tile)

[XXXXXX-SUB-001-Information Type-(Brief Description of Submittal)]

Example: 152579-SUB-004-Product Data (Ceramic Tile)

1.7.3.2 RFIs:

[XXXXXX-RFI-001(Brief Description of RFI)]

1.7.3.3 Daily Reports:

[XXXXXX-DailyReport-001-YYYYMMDD]

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1.7.3.4 Progress Reports:

[XXXXXX-PR-001-YYYYMMDD]

1.7.3.5 Proposals:

[XXXXXX-Proposal#-ZZZ-DocumentDescription]

Examples:

XXXXXX-Proposal1-ABC-PDFEstimate

XXXXXX-Proposal1-ABC-E4CEstimate

XXXXXX-Proposal1-ABC-Narrative

XXXXXX-Proposal1-ABC-Schedule

XXXXXX-Proposal1-ABC-NPIQuote(CBAPlumbing)

1.7.3.6 Real Property Documents:

[XXXXXX-DD1354-Original]

[XXXXXX-DD1354-Revision1]

1.7.3.7 Other Miscellaneous Documents/Reports:

[XXXXXX-FormName,Number,OrDescription-YYYYMMDD]

1.7.4 Electronic Correspondence (e-mail)

All electronic correspondence from the Contractor regarding a specific project shall follow a standardized subject line naming convention. File naming conventions shall be strictly adhered to and may only be modified by the contracting officer.

1.7.4.1 Subject Line for all electronic correspondence shall be as follows:

XXXXXX-Project Title: Subject of E-mail

Examples:

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142523-Renovate Office B1234: Submittal 004 (Ceiling Tile)

152538-Construct Addition to B4321: Proposal 1, XYZ Construction Co

162542-Demo B0321: Preconstruction Meeting Minutes 20150327

1.8 CONCURRENT CONSTRUCTION

1.8.1 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.

1.9 UTILITIY SERVICES

1.9.1 Availability Of Utility Services

1.9.1.1 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 TOs 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 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.

1.9.2 Fire Hydrant Connections

1.9.2.1 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.

1.9.3 Conservation Of Utilities

1.9.3.1 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.

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1.10 UTILITY OUTAGES

1.10.1 The Contractor shall request, in writing, any utility outage necessitated by the project work at least thirty (30) calendar 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.

1.10.1.1 Requests

a. The request shall be directed to the Contracting Officer. It shall reference the specific TO;

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. The request shall be accomplished on the current form required by AF Form 103 or the equivalent form provided by the base.

1.10.1.2 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.

1.11 PARKING

1.11.1 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. Avoid parking under trees by placing construction fencing along dripline (outer edge of tree canopy). This will minimize root damage from soil compaction. The company name shall be prominently displayed on all construction vehicles at all times. Parking shall not violate fire or safety regulations.

1.12 TRAFFIC CONTROL

1.12.1 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 Colorado, Wyoming, and Nebraska Department of Transportation M&S Standards and Colorado 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 or parking area 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 thirty (30) working days prior to commencing with construction activities. The schedule and phasing of roadway lane or parking closure will be discussed in a pre-construction meeting.

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1.13 SANITARY…