Attachment_1_SABER_Technical_Specification.pdf

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SABER CONTRACT SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS PAGES

01000 General Requirements 01000-1 thru 8 01050 Field Engineering 01050-1 thru 8 01051 Special Provisions for Working On or Near the Airfield 01051-1, 2 01070 Abbreviations and Symbols 01070-1, 2 01330 Submittal Procedures 01330-1, 3 01420 Sources for Reference Publications 01420-1, 4 01450 Quality Control 01430-1 thru 10 01500 Temporary Construction facilities and Controls 01500-1 thru 6 01570 Environmental Protection 01570-1 thru 19

DIVISION 2 - SITEWORK

02005 Sitework 02005-1 thru 4 02012 Standard Penetration Tests 02012-1 02072 Minor Demolition for Remodeling 02072-1 thru 3 02075 Demolition 02075-1 thru 3 02080 Asbestos Removal and Disposal 02080-1 thru 19 02120 Structure Moving 02120-1 thru 3 02210 Grading 02210-1 thru 6 02211 Rock Removal 02211-1 02214 Detergent Rubber Removal 02214-1, 2 02215 Finish Grading and Structures and Slabs 02215-1 02220 Site Excavation and Fill 02220-1, 2 02221 Excavation, Trenching, and Backfilling for Utilities Systems 02221-1 thru 4 02224 Pipe Sleeves for Utility Lines 02224-1 02227 Field Tests 02227-1, 2 02240 Soil Stabilization - Crushed Rock Subgrade 02240-1 02251 Soil Sterilization 02251-1, 2 02274 Riprap 02274-1 thru 5 02514 Asphaltic Concrete Overlays 02514-1, 2 02515 Rigid Concrete Pavement for Airfields 02515-1 thru 44 02523 Precast Sidewalks and Pavers 02523-1, 2 02525 Concrete Curbs and Gutters 02525-1 thru 3 02575 General Asphalt Wearing Surfaces 02575-1 thru 4 02576 Crack Sealing of Asphalt Concrete Pavements 02576-1, 2 02577 Patching of Asphalt Concrete Pavements 02577-1, 2 02578 Spray Applications, Seal Coats, and Surface Treatments 02578-1, 2 02581 Pavement Markings 02581-1 thru 4

02583 BITUMINOUS REJUVENATION 02583-1, 2

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02584 Cold-mix Recycling 02584-1, 2 iii

DIVISION 2 - SITEWORK (Continued) PAGES 02585 Central plant Hot-Mix Recycling 02585-1 thru 3 02591 Joint Sealing in Concrete Pavements 02591-1 thru 4 02592 Resealing of Joints in Concreter Pavements 02592-1 thru 7 02598 Cold Milling of Bituminous Pavements 02598-1 thru 3 02606 Aggregate Base Course for Roads, Streets, and Parking Lots 02606-1, 2 02612 Bituminous Intermediate and Surface Courses for Roads, Streets, Parking Lots, and Airfield 02612-1 thru 5 02644 Graded Crushed Aggregate Base Course for Airfields 02644-1 thru 7 02647 Resealing of Joints in Concrete Pavements 02647-1 thru 7 02648 Preformed Elastomeric Joint Seal 02648-1 thru 5 02649 Sealing Cracks in Concrete Pavements 02649-1 thru 4 02661 Water Lines 02661-1 thru 5 02665 Water Reservoirs and Tanks 02665-1, 2 02666 Chilled-water Lines 02666-1, 2 02685 Gas Distribution Lines 02685-1 thru 5 02710 Sub Drainage Systems 02710-1 thru 6 02712 Underslab Drainage 02712-1 thru 4 02720 Storm Drainage System 02720-1 thru 6 02724 Force Mains and Inverted Siphons 02724-1 thru 3 02726 Wastewater Collection 02726-1 thru 3 02730 Sewer Line Manholes 02730-1, 2 02735 Sewer Line Grouting 02735-1, 2 02737 Sewer Line Cleaning 02737-1, 2 02740 Septic Tanks and Grease Traps 02740-1 02742 Siphon Tank and Siphons 02742-1, 2 02744 Grease Interceptors 02744-1 02745 Imhoff Tanks 02745-1, 2 02766 Sewer Line Pipe Lining 02766-1 thru 5 02774 Sewage Treatment Lagoons 02774-1 thru 4 02831 Steel Chain Link Fencing 02831-1 thru 3 02835 Wood Fencing 02835-1, 2 02836 Snow and Other Temporary Fencing 02836-1 thru 3 02837 Farm Type Wire Fencing 02837-1 thru 4 02850 Traffic Signs 02850-1 thru 6 02860 Playing Fields 02860-1 thru 3 02861 Recreational Facilities 02861-1, 2 02921 Topsoil 02921-1, 2 02933 Sodding and Seeding 02933-1 thru 3 02940 Landscape Irrigation System 02940-1, 2 02950 Plantings 02950-1 thru 3 iv

DIVISION 3 - CONCRETE PAGES

03000 Concrete 03000-1 thru 11 03105 Concrete Formwork 03105-1, 2 03205 Concrete Reinforcement 03205-1, 2 03305 Cast-in-place Concrete 03305-1, 2 03354 Flexural Concrete 03354-1, 2 03375 Concrete Curing 03375-1 thru 3 03605 Grout 03605-1 03705 Concrete Restoration and Cleaning 03705-1 thru 3

DIVISION 4 - MASONRY

04202 Unit Masonry 04202-1 thru 8 04205 Scaffolding Tubular Steel 04205-1 04210 Brickwork 04210-1 thru 3 04235 Brick-faced Exterior Insulation System 04235-1 thru 3

DIVISION 5 - METALS

05120 Structural Steel 05120-1, 2 05160 Steel Trusses 05160-1, 2 05205 Steel Joists 05205-1 05305 Steel Deck 05305-1, 2 05501 Steel Deck 05501-1, 2 05520 Pipe and Tube Railings 05520-1 05530 Grating 05530-1 05712 Metal Stairs 05712-1 thru 5 05720 Ornamental Handrail and Railings 05720-1, 2 05730 Ornamental Sheet Metal 05730-1 thru 3 05805 Expansion Control 05805-1

DIVISION 6 - WOOD AND PLASTIC

06100 Rough Carpentry 06100-1 thru 5 06111 Light Wooden Structures Framing 06111-1 thru 4 06115 Sheathing, Siding, and Subflooring 06115-1 thru 5 06220 Millwork 06220-1, 2 06410 Cabinets 06410-1, 2 06420 Wood Paneling 06420-1, 2

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07111 Bituminous Membrane Waterproofing 07111-1, 2 07115 Plastic Sheet Waterproofing 07115-1, 2 07120 Fluid-applied Waterproofing 07120-1 thru 3 07130 Bentonite Clay Waterproofing 07130-1 thru 3 07140 Metal Oxide Waterproofing 07140-1, 2 07160 Bituminous Dampproofing 07160-1, 2 v

DIVISION 7 - THERMAL AND MOISTURE PROTECTION (Continued) PAGES 07170 Silicone Dampproofing 07170-1 07175 Water Repellent Coating Dampproofing 07175-1, 2 07180 Cementitious Dampproofing 07180-1, 2 07210 Batt and Blanket Building Insulation 07210-1, 2 07212 Rigid Insulation 07212-1 07213 Perimeter Insulation 07213-1, 2 07215 Sprayed-on Insulation 07215-1, 2 07240 Exterior Insulation and Finish System 07240-1 thru 4 07250 Exterior Insulation and Finish System 07250-1 thru 7 07256 Sprayed on Fireproofing 07256-1 thru 4 07311 Asphalt Shingles 07311-1 thru 4 07410 Metal Roofing System 07410-1 thru 9 07420 Steel Siding 07420-1 thru 4 07510 Built-up Roofing Repair 07510-1 thru 62 07573 Composition Traffic Topping 07573-1 07574 Precast Concrete or Tile Traffic Topping 07574-1, 2 07605 Sheet Metal 07605-1 thru 5 07705 Roof Accessories 07705-1 thru 4

DIVISION 8 - DOORS AND WINDOWS

08100 Metal Doors and Frames 08100-1 thru 4 08120 Aluminum Doors and Frames 08120-1, 2 08210 Wood Doors 08210-1, 2 08311 Aluminum and Wood Sliding Glass Doors 08311-1 08312 Sliding Fire Doors - General 08312-1, 2 08330 Coiling (Rolling) Doors and Grills 08330-1 thru 4 08350 Folding Doors 08350-1, 2 08355 Flexible Doors 08355-1, 1, 2 08360 Overhead Doors 08360-1 thru 3 08380 Sound Retardant Doors 08380-1 08390 Screen and Storm Doors 08390-1 thru 3 08520 Aluminum Windows 08520-1 thru 6 08610 Clad Wood Windows 08610-1 thru 6 08710 Finish Hardware 08710-1 thru 9

DIVISION 9 - FINISHES

09210 Plaster Repairs 09210-1, 2 09260 Gypsum Wallboard (Dry Wall) 09260-1 thru 6 09315 Tile Flooring 09315-1 thru 4 09320 Ceramic Wall Tile 09320-1, 2 09510 Acoustical Ceilings 09510-1, 2 09530 Acoustical Insulation and Barriers 09530-1 09535 Sound Absorbing Panels 09535-1 09570 Wood Parquet Flooring 09570-1 thru 3 09596 Gymnasium Flooring 09596-1 thru 3 vi

DIVISION 9 - FINISHES (Continued) PAGES 09651 Resilient Flooring Cementitious Underlayment 09651-1, 2 09655 Resilient Flooring 09655-1 thru 3 09658 Vinyl Base 09658-1, 2 09675 Conductive Vinyl Tile Flooring 09675-1, 2 09685 Carpeting 09685-1 thru 8 09791 Standard Floor Treatment 09791-1, 2 09792 Floor Treatment Non-Slip Coatings on Concrete Floors 09792-1 09793 Floor Treatment - Refinishing Wood Floors 09793-1, 2 09910 Exterior Painting 09910-1 thru 4 09920 Interior Painting 09920-1 thru 5 09941 Painting of Water Storage Tank Interior Surfaces 09941-1 thru 3 09942 Painting of Water Storage Tank Exterior Surfaces 09942-1, 2 09956 Wallcovering Carpet 09956-1, 2

DIVISION 10 - SPECIALTIES

10155 Compartments and Cubicles for Shower and Toilet Rooms 10155-1 thru 6 10162 Metal Toilet Partitions 10162-1 thru 3 10275 Access and Pedestal Floors 10275-1 10410 Directory and Bulletin Boards 10410-1 10440 Signs 10440-1 10520 Fire Extinguishers, Cabinets, and Accessories 10520-1 10615 Demountable Partitions 10615-1, 2 10618 Security Screens 10618-1, 2 10630 Moveable Metal Partitions 10630-1, 2 10805 Toilet Accessories 10805-1 thru 4

DIVISION 11 - EQUIPMENT

11140 Underground Fuel Storage Tanks 11140-1 thru 3 11164 Platform and Dock Enclosures 11164-1 11165 Platform and Dock Bumpers 11165-1, 2 11167 Platform and Dock Guardrails and Posts 11167-1, 2 11171 Incinerators General Purpose Field Erected 11171-1 thru 9 11376 Surface Aerators 11376-1, 2 11910 Residential Range Hoods and Garbage Disposals 11910-1 11930 Unit Heaters 11930-1

DIVISION 12 - FURNISHINGS

12100 Window blinds, Shades and Shutters 12100-1 thru 3 vii

DIVISION 13 - SPECIAL CONSTRUCTION PAGES

13121 Pre-Engineered Structures 13121-1 thru 6 13152 Swimming Pool Accessories 13152-1, 2 13322 Flow Measurement Devices 13322-1 13800 Concrete API Gravity Oil/Water Separators 13800-1, 2

DIVISION 14 - CONVEYING SYSTEMS

14420 Chair Lifts 14420-1, 2 14602 Cranes and Hoists 14602-1

DIVISION 15 - MECHANICAL

15000 Common Requirements for Air Conditioning 15000-1 thru 4 15010 Air Conditioning System 15010-1 thru 9 15041 Sterilize Water System 15041-1 15043 Testing and Balancing, HVAC Systems 15043-1, 2 15050 Basic Mechanical Materials and Methods 15050-1 thru 7 15060 Piping 15060-1 thru 5 15080 Specialties Piping 15080-1 15086 Vacuum Breakers 15086-1 15087 Shock Absorbers 15087-1 15100 Valves 15100-1 thru 4 15112 Backflow Devices 15112-1, 2 15120 Piping Accessories 15120-1 thru 3 15133 HVAC Refrigerant Piping Valves and Accessories 15133-1 thru 3 15152 Air Compressors 15152-1, 2 15160 Pumps 15160-1, 2 15161 Vibration Isolation 15161-1, 2 15253 Refrigerant Piping Insulation 15253-1, 2 15261 Insulation for Aboveground Pipe 15261-1, 2 15262 Insulation for Underground Pipe 15262-1 15281 Boiler Firebox Insulation 15281-1, 2 15290 Ductwork Insulation 15290-1, 2 15300 JP-8 Fuel Handling Facilities 15300-1 thru 13 15301 Fire Protection Systems 15301-1 thru 3 15401 Interior Plumbing 15401-1 thru 10 15451 Steel Tanks 15451-1 15452 Plastic Tanks 15452-1 15475 Pool Equipment 15475-1 15481 Compressed Air Equipment 15481-1 thru 3 15556 Fire Tube Boilers 15556-1, 2 15557 Water Tube Boilers 15557-1, 2 15559 Cast-Iron Boilers and Fireboxes 15559-1, 2 15560 Cleaning of Boilers 15560-1 thru 4 15565 Firebrick Fireboxes for Boilers 15565-1, 2 15566 Firebrick for Insulation of Boiler Fireboxes 15566-1 15571 Oil-Fired and Gas-Fired Burners for Boilers 15571-1, 2 15573 Draft Control Equipment 15573-1, 2 viii

DIVISION 16 - ELECTRICAL PAGES

16050 Basic Materials and Methods 16050-1 thru 17 16051 Wiring Systems Equipment 16051-1 16112 Busduct 16112-1 thru 5 16114 Cable Trays 16114-1, 2 16200 Generator Set 10 - 99KW 16200-1 thru 22 16210 Generator Set 100 - 2500 KW 16210-1 thru 38 16310 Electrical Distribution System Substation Equipment 16310-1 thru 3 16350 High Voltage Disconnecting Devices 16350-1 16370 Overhead Electrical Distribution Systems 16370-1 thru 8 16375 Underground Electrical Distribution Systems 16375-1 thru 9 16411 Electrical Distribution System Capacitor Banks 16411-1 16450 Grounding 16450-1 thru 3 16460 Transformers 16460-1 thru 8 16470 Switchboards 16470-1 thru 4 16471 Panelboards 16471-1 thru 7 16480 Electric Motors 16480-1 thru 4 16500 Lighting 16500-1 thru 7 16503 Street and Area Lighting Controls 16503-1 16532 Roadway Lighting 16532-1 thru 4 16611 Uninterruptible Power System (UPS) 16611-1 16640 Cathodic Protection of Steel Water Tanks 16640-1 thru 13 16670 Lightning Protection System 16670-1 thru 4 16722 Fire Alarm 16722-1 thru 18 16770 Public Address Equipment 16770-1 thru 3 16865 Institutional Electric Heating Equipment 16865-1 16870 Electric Unit Heaters 16870-1 16901 Central Monitoring, Control, and Instrumentation 16901-1, 2

DIVISIONS 17 AND 18 - NOT USED

DIVISION 19 - DEMOLITION

19120 Demolition 19120-1, 2

Atch 1 Drafting Standards 1-3

01000 - 1

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01000

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 LOCATION OF WORK

The work to be accomplished under all projects is at the Minot Air Force Base (MAFB) in North Dakota. The work to be executed could be at an uncontrolled or controlled area.

1.2 DESCRIPTION OF WORK

1.2.1 The project consists of furnishing all labor, materials and equipment required for a broad range of maintenance, repair, and minor construction work on various real property facilities at Minot Air Force base.

1.3 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

UNIFIED FACILITIES CRITERIA (UFC)

UFC 1-300-08 (2010) Criteria For Transfer And Acceptance of DoD Real Property

1.4 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Contractor Statement of Work Contractor Cost Estimate AF Form 66, Schedule of Material Submittal AF Form 3000, Material Approval Submittal AF Form 3064, Construction Progress Schedule AF Form 3065, Contract Progress Report Quality Control Inspector AF Form 103, Base Civil Engineering Work Clearance Request

SD-11 Closeout Submittals

As-Built Drawings AutoCAD drawing, Copied on CD Building Information Checklist (Used to complete DD-1354)

01000 - 2

1.5 USE OF PREMISES

1.5.1 Area Designation

The project site can be located within an uncontrolled/controlled area.

Areas adjacent to the site will remain occupied by the Government for the duration of the contract. The contractor shall limit the use of premises for work and construction operations to allow for Government occupancy.

1.5.2 Coordination

Coordinate use of premises under direction of the Contracting Officer.

1.6 EQUIPMENT PARKING

Space for the contractor's equipment will be allotted on MAFB. The exact location will be chosen during the preconstruction conference and shall be approved by the Contracting Officer at that time. The Government shall not be liable for the security of any of the contractor's equipment or material while on MAFB.

1.7 WORK SCHEDULE

Working hours for the contractor will normally be between the hours of 7:30 a.m. and 4:00 p.m., excluding Saturdays, Sundays, and federal holidays.

Access to work may be restricted to these hours and days. All other hours shall be considered non-standard time price. If the contractor desires to work during periods other than above, additional Government inspection forces may be required. The contractor shall make his/her request to the Contracting Officer three days in advance of his/her intention to work during other periods to allow assignment of additional inspection forces.

If such force is reasonably available, the Contracting Officer may authorize the contractor to perform work during periods other than normal duty hours/days. However, if inspectors are required to perform in excess of their standard duty hours/days solely for the benefit of the contractor, the actual cost of inspection at overtime rates will be charged to the contractor. These adjustments to the contract price may be made periodically as directed by the Contracting Officer.

1.8 CONSTRUCTION PROGRESS SCHEDULE

The contractor shall prepare and submit to the Contracting Officer for approval prior to construction beginning a Construction Progress Schedule, AF IMT 3064, showing the order in which the contractor proposes to perform the work. The schedule shall separate the work into phases developed in cooperation with the Government. The schedule shall include the dates on which the contractor contemplates starting and completing the salient elements of the work. The contractor shall also specifically identify on each Contract Progress Report, AF IMT 3065, any apparent, anticipated or proposed deviation from the previously approved schedule.

01000 - 3

1.9 REFERENCE STANDARDS

1.9.1 Products

For products specified by association or trade standards, comply with requirements of the standard.

1.9.2 Standard Date

The date of the standard is that in effect as of the Request for Proposal date.

1.10 SAFETY

The Contractor shall organize and maintain a safety program. The Contractor's management organization shall include administrative, liaison, and technical functions to implement, direct, monitor, control, and allocate resources for these tasks and allied safety efforts within other tasks of the project. As a minimum, the safety tasks herein shall be accomplished by the Contractor to assure that the safety requirements are satisfied.

a. The Contractor shall document the approach used to satisfy safety requirements. The Contractor's files containing safety and safety related data shall be available for review by the Government as deemed necessary by the Contracting Officer.

b. The Contractor shall be responsible for ensuring subcontractors provide necessary support to satisfy requirements. The Contractor shall include a stipulation in all subcontracts to require subcontractors to comply with the safety provision as applicable.

c. The Contractor shall comply with all applicable Air Force Command, and installation/facility mishap prevention requirements while operating through or at such an installation/facility.

1.10.1 SYSTEM SAFETY:

The Contractor shall ensure integration of system safety into the overall contractual effort which satisfies the requirements of MIL-STD-882.

1.10.2 GROUND SAFETY:

a. The Contractor shall conduct a mishap prevention program in accordance with applicable OSHA standards.

b. No welding shall be permitted before the Contractor has obtained an approved AF Form 592 from the base fire marshal/chief. If approval is granted, welding shall be accomplished in accordance with applicable safety standards.

c. The Contractor shall develop and be prepared to implement procedures for evacuation and/or protection of people and facilities in the event of severe weather. These procedures will include provisions for securing or repositioning of equipment. The Contractor shall notify the Contracting Officer of any evacuation operations.

01000 - 4

1.10.3 MISHAP/HAZARD INVESTIGATION:

a. The Contractor shall report promptly (within one hour), by telephone to the Contracting Officer ext. 4186, all available data relating to each instance of a mishap involving Government property. During weekends, holidays or after normal Air Force Contracting Office duty hours, notify the Security Police Desk Sergeant (3096).

b. The Contractor shall secure and impound, immediately the mishap scene, wreckage, and the mishap documentation until released by the investigation safety officer. Such release will be accomplished through the Contracting Officer.

c. The Contractor, and all related subcontractors within his control, shall support the Government, as it requires, in any mishap or hazard investigation. This support shall include, but not be limited to, technical assistance as well as access to undelivered internal Contractor data.

1.10.4 APPLICABLE DOCUMENTS:

The following documents form a part of this annex at the extent specified herein. In the event of conflict between these documents and this section, the contents of this section shall take precedence.

AFM 86-2 Standard Facility Requirements

AFR 86-4 Base Comprehensive Planning

29 CFR, Part 1910 & 1926 Occupational Safety and Health Standards

T.O. 4202-1-7 Process Instructions - Metal Treatment of Electro Deposition of Metals and Metal Surface Treatments to Meet AF Maintenance Requirements

AF Form 103 Base Civil Engineering Work Clearance Request

National Fire Codes

National Electric Codes

Note: These requirements and source references are examples and may be added to, deleted, or altered to satisfy specific needs.

1.11 TRAFFIC CONTROL

The contractor shall provide all traffic control devices for pedestrian and vehicular traffic, and will be responsible for maintaining these devices until notified by the Contracting Officer. The contractor's traffic control devices shall comply with MAFB safety requirements.

1.12 HAULING MATERIALS

01000 - 5

The use of base streets for hauling materials will be permitted if the vehicles are equipped with pneumatic tires. The haul route the contractor will take will be determined at the preconstruction conference.

1.13 DRAWINGS AND SPECIFICATIONS

At least one set of specifications and drawings shall be kept at the job site by the contractor's job supervisor or foreman.

1.14 AS-BUILT DRAWINGS

As-Built Drawings shall be prepared and submitted to the Contracting Officer as indicated on the AF Form 66. As-built drawings reflect work performed by the Contractor that differs from the contract drawings. It is therefore the Contractor's responsibility to maintain the drawings in the most current status. Copies of the existing as-built drawings, showing the general arrangement of equipment, electrical, and so forth, will be available to the Contractor upon request to be used for additional information that may be required in performing his work. The Contractor shall be aware, however, that existing as-builts show approximate locations of equipment only, and actual site conditions may vary from those as shown on existing as-builts.

1.14.1 Marked Up Drawings

The Contractor shall maintain a set of redlined full-size, as-built construction drawings marked-up to fully indicate as-built conditions.

These drawings shall be maintained in a current condition at all times until completion of the work and shall be available for review by Government personnel at all times. The location as dimensioned from permanent features, general description, type of material, and approximate depth below finished grade of all new and existing exterior underground utilities encountered shall be indicated. All variations from the contract drawings for the required coordination between trades shall be indicated. These variations shall be shown in the same general detail utilized in the initial contract drawings. As-built construction drawing shall be furnished to the Contracting Officer for use during the final inspection.

1.15 WORK CONDUCT, CORRELATION, EXECUTION, ETC.

1.15.1 Work Performance

Contractor shall conduct all work, including materials distribution in an orderly manner, and shall notify Contracting Officer within two (2) workdays of mobilizing at the job site. Contractor shall confine and limit his personnel to only those areas required for work performance. All work shall be performed in a neat, orderly fashion, with extreme care exercised to avoid damage to all property in and around project areas. Any damage caused by the contractor shall be replaced, repaired, or restored to the Contracting Officer's satisfaction at no cost to the Government. Upon completion, all work and storage areas shall be cleaned of all evidence of contractor's debris accumulations. Contractor's proposed work schedule shall be coordinated with the Contracting Officer or his/her designated representative two (2) weeks prior to the start of any work. All work areas shall be barricaded properly for day and nighttime safety warning.

01000 - 6

1.15.2 Storage

At close of each day's operations, all materials and equipment shall be moved to the storage area designated by Contracting Officer or his/her designated representative. If contractor should have a storage structure or equipment located on base, it shall be removed, and storage area restored to its original condition within seven days after final acceptance of this project.

1.16 QUALITY CONTROL

The contractor shall provide a Quality Control Inspector who is familiar with all phases of operation. This individual may be the same person as the job supervisor or foreman. The quality control inspector's responsibility shall be to make constant quality control inspections of all phases of the operation, in order to assure constant compliance with the contract specifications.

1.17 UTILITIES

Water and electricity required will be furnished by the Government.

1.18 PERMITS

1.18.1 Clearance Work Request

1.18.1.1 AF Form 103

Contractor shall coordinate with appropriate utility locating agencies, including base communications cable maintenance (Item 1 through 15) of AF Form 103, Base Civil Engineering Work Clearance Request. AF Form 103 will be given to the contractor during the pre-construction meeting. Contractor shall complete and follow all instructions on AF Form 103 before start of work on base. A copy of AF Form 103 instructions will be available to the contractor during the pre-construction meeting.

1.18.1.2 Processing

Before any excavation, alteration, or other construction work is begun, the contractor shall obtain and fully process an AF Form 103, Base Civil Engineering Work Clearance Request. The form requires extensive coordination with several base agencies, including furnishing all locations, detailed information, and sketches regarding any proposed excavation(s).

Processing a separate request for each planned excavation is required; each phase of processing the form and its attachments shall be completed prior to commencing work involving that phase. The AF Form 103 shall be prominently displayed on the job site at all times for review by the Contracting Officer and/or his or her designated representative. A copy of the signed form shall be submitted to the Contracting Officer and a copy to the project inspector.

1.18.1.3 Scheduling

Contractor shall schedule a meeting time to meet with each utility agency at the work site to locate affected utilities.

01000 - 7

1.18.1.4 Maintenance

Contractor shall maintain all marked utilities in the field once they are initially marked by each utility agency. If markings are damaged, contractor shall request new locates and shall give the locating agency 48 hours to perform the new locates. Expenses for time and materials to perform repeat locates shall be borne by the contractor, unless otherwise approved by the Approving Officer. Cost to do the repeat locates will be deducted from the final invoice. Cost will be calculated using the average shop rate of each agency. In cases where utilities were marked late in the year and operations had to be shut down for winter, marked utilities would still have to be maintained by the contractor by placing stakes or transcribing the marks on a drawing. When construction resumes, contractor shall re-mark the site and may request verification of utility locations at no additional cost to him. Off-base utility locates agencies might request additional cost for repeat locates.

1.18.1.5 Request Approval

Clearance request is not valid until signed by the Approving Officer, block 17 of the AF Form 103. Approving Officer will not sign until all locates are marked and all utility locating agencies signatures are on the form.

Excavation work shall commence within 30 days after the Approving Officer's signature; otherwise, clearance request is invalid and a new request is required. Notify Contracting Officer immediately if new utilities were installed by others and not marked after all initial locates are made.

1.18.1.6 Utility Protection

The contractor shall safeguard and protect from damage all utilities encountered or uncovered during digging, excavation, and backfilling.

1.19 GOVERNMENT-CAUSED DELAYS

1.19.1 Site Access Delays

The contractor shall allow a total of 30 minutes processing time to enter or leave MAFB or controlled/restricted areas. This cost shall have been factored into the contractor's bid price.

1.19.2 Unscheduled Work Stoppages

In the event of a military exercise or event, the contractor may be required to vacate the area of all personnel, equipment, and materials for a indefinite period.

1.19.3 Delay/Stoppage Unit Pricing

The Contractor shall bid a crew hourly rate for any site access delays beyond 30 minutes and Government-caused work stoppages when the entire work crew will be asked to evacuate the work area. All site access delays or Government-caused work stoppages must be reported by the Contractor, in writing, to the Contracting Officer within 24 hours of occurrence.

1.20 SECURITY REQUIREMENTS

01000 - 8

1.20.1 Base Regulations

All activities of the contractor and his employees shall be conducted in strict accordance with MAFB Security Regulations. Copies of these regulations will be furnished to the contractor upon request.

1.20.2 Identification of Employees

The contractor will submit to the Contracting Officer a Personnel Listing in three copies with each employee's name, address, SSN, home and business phone numbers, date and place of birth, and name, address and telephone number of the firm that will be working at the construction site. This listing must be provided no-later-than the date of the preconstruction conference. Changes to the list will take place prior to employees arriving at the job site. Each employee shall have two forms of identification to be permitted entry into the job site. One form of identification shall have a picture.

1.21 SANITARY FACIITIES

The contractor shall provide a portable sanitary facility at no cost to the Government.

1.22 BUILDING INFORMATION CHECKLIST

The contractor shall provide the Contracting Officer with a completed Building Information Checklist meeting the requirements of UFC 1-300-08, Criteria For Transfer And Acceptance of DoD Real Property upon close out of the project that identifies all real property incorporated into the project construction. Real property is defined as land and improvements to land (i.e., facilities). It includes equipment affixed and built into the facility as an integral part of the facility (such as heating systems), but not movable equipment (e.g., plant equipment, industrial equipment, buoys).

In many instances this term is synonymous with real estate.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

-- End of Section --

01050-1

SECTION 01050

FIELD ENGINEERING

1. GENERAL: The purpose of this section is to identify the field engineering tasks the Contractor may be required to perform.

2. SCOPE: Provide field engineering services, establish grades, lines, and levels by the use of recognized engineering practices. This may consist of locating as-built conditions, and or completing topographic surveys of the following:

2.1 PARKING LOTS:

2.2 ROADS AND STREETS:

2.3 CURBS AND GUTTERS:

2.4 SEWER LINES:

2.5 WATER LINES:

2.6 GAS LINES:

2.7 ELECTRICAL LINES:

2.8 SIDEWALKS:

2.9 CONCRETE SLABS:

2.10 FENCE LINES:

2.11 STEAM LINES:

2.12 SITE GRADING:

2.13 TELEPHONE LINES:

3. DESIGN SPECIFICATIONS

3.1 Projects designed by the SABER Contractor shall be approved by a registered architect or licensed engineer. All drawings shall be stamped showing this approval. The Contractor shall perform all of the following:

01050-2

3.1.1 Utilize Government designs, drawings, specifications and standards including any applicable TMs, DoD regulations manuals and uniform building codes, and design guide criteria, for buildings and other structures as necessary to meet the requirements of the approved layout of the proposed project.

3.1.2 Perform the various work features as described hereinafter, such work features being performed to the extent set forth, in the instructions and delivery orders.

3.1.3 Typical wall sections shall be shown at a scale of no less than 3/4 inch = 1 foot. Sections shall include material and thicknesses, methods of attachment, and type of windows, with relation thereof to supporting structural columns or walls.

3.1.4 For heating, air conditioning, mechanical ventilation and plumbing, and special features such as kitchen equipment, etc., indicate the location, capacity and space requirement of all major items of mechanical equipment. Single line indication and riser diagrams of ducts, pipes and equipment and their approximate location shall also be shown. Indication shall be made as to whether piping and duct work is exposed or concealed.

Function areas where pipes are exposed shall be delineated. Approximate operating range or capacity for heating, ventilation, air conditioning and refrigeration equipment shall be clearly stated.

3.1.5 For electrical systems, indicate lighting arrangements, types of fixtures proposed, general light intensities, special electrical requirements of the Using Service, including communications and electronic facilities where applicable, light and power service entrance and distribution arrangement. Conduits, including those to be wired by others, shall be shown together with indication as to whether conduits are exposed. Functional areas having exposed conduits shall be delineated. Riser diagrams, showing service equipment, feeders, and panels, other than branch circuits shall be shown.

Cable sizes, current demand factors, and the switch and panelboard descriptions of equipment shall be shown including interior substations service equipment and panels. Power, communication and electronic features will be indicated in sufficient detail to identify requirements clearly and to indicate the means of satisfying the requirements.

3.1.6 Separate lists of all Contractor-furnished equipment, all Government-furnished equipment to be installed by the Contractor, and equipment furnished and installed by the Government.

3.1.7 Forced Air Heating Systems and Air Conditioning Systems:

Designs for this type of construction shall be prepared in accordance with the requirements set forth above and as follows:

01050-3

3.1.7.1 Site Plans: Location of all distribution lines, conflicting utilities and manholes shall be shown.

3.1.7.2 Building and Structure Drawings:

3.1.7.2.1 Individual treatment shall be given to

items of complex design.

3.1.7.2.2 Elevations and section shall show

equipment clearances and heights, piping arrangements, support details, etc., necessary for proper installation.

3.1.7.2.3 Detail drawings shall be prepared showing

proper capacities of all major items of equipment and necessary accessories, water flows, temperatures and pressures, flow and control diagrams, fuel-handling and storage equipment, distribution-line and expansion-loop details, manhole details, water-treatment and storage facilities, etc. The drawings will be of such detail that few, if any additions will be required for acceptance as completed working drawings.

3.2 DESIGN:

3.2.1 Accomplish the final detail design of the project complete with all component parts and appurtenances. The final designs shall be based upon the project criteria and where furnished or required, upon approved preliminary design. The final designs shall be within the approved control estimate or within the target construction cost or initiated within the target construction cost and completed within the approved preliminary cost estimate, as applicable to the project involved.

3.2.2 For structures involving site adaptation of plans, the final design shall be for all modifications, additions and appurtenances required to adapt the design of structures as shown on the plans to local site conditions.

3.3 FINAL DESIGN ANALYSES: Prepare and submit design analysis for all original designs prepared by the Contractor, comprising statements of all criteria, loads, factors, assumptions and codes used in the final design, diagrams and charts developed in connection with designs, and the computations made thereon. Design analyses shall be submitted in five copies.

3.4 CONTRACT DRAWINGS: Prepare complete detailed drawings for use in the contract construction of the project. Final drawings shall be based on approved designs and layouts and shall be developed on 24" x 36" sheets. The scales shall be as approved by the Contracting Officer. The coordinates or ties to base lines of at least two adjacent corners of each building and structure and of principal points on utility lines, roads, railroads, pavements and similar construction features shall be shown on the drawings.

All drawings shall be of an approved quality except that, where feasible, 01050-4 contract drawings shall incorporate applicable sheets of construction drawings being site adapted with necessary modifications being made on reproducible sheets of construction drawings where required for modification. Modification of reproducible tracings shall include the heavying up and/or clarification of lines and lettering as necessary to allow the marking of satisfactory work, the number of such prints being the minimum required for the proper coordination and supervision of the work. After final project inspection corrections for each delivery order, as-built drawings shall be submitted on ACAD-Release 14, 3-1/2" disks or CD rom disk and 24" x 36" mylar. These drawings shall meet "5 CES/CECND Drafting Standards."

3.5 COST ESTIMATES:

3.5.1 General: Cost estimates shall be based upon the completed contract drawings and specifications as submitted for Government review.

3.5.2 Construction Costs: The estimates shall be accurate and realistic, reflecting current prices for work and materials, and taking into account probable labor shortages that may occur because of other known proposed projects in the area. The estimates shall be broken down into major items of construction, as approved by the Contracting Officer. Each major item shall be further broken down into component units of labor and materials with the quantity and cost of each unit shown. Lump sum amounts for major items which cannot be readily analyzed will not be accepted.

3.5.3 Contractor shall submit two (2) copies of the final contract cost proposal for government review.

3.6 CONTRACTOR STATEMENT OF WORK:

3.6.1 Upon establishing the scope of the individual requirement, the Contractor shall then prepare his proposal for accomplishment of the task.

Contractor shall provide a scope of work consisting of a Statement of Work in such detail that Government will be able to lay out the work using the SABER Specification Book. Statement of Work may also include sketches or drawings depending on the complexity of the particular project.

3.6.2 The Technical Provisions shall comprise a master technical specification covering all items of work common to all line items included under the delivery order, and shall be prepared with separate sections covering the various trades and work classification.

3.6.3 Final specifications (five (5)) copies, including complete technical provisions, shall be submitted typed on 8-1/2" x 11" good grade bond paper along with Contractors proposal. Updates shall be accomplished and submitted within five (5) working days after Government approval of contract modification and a final as-built copy shall be completed as part of the final submittal.

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3.6.4 Contractor's Approval and Test Schedule: A schedule of

construction Contractor's approvals and tests shall be prepared listing all shop drawings, samples, materials, fixtures, equipment, plant materials and color schedules to be submitted and all tests to be performed by the construction Contractor in accordance with the contract specifications. Each item listed shall be referenced to the paragraph in the contract specifications which requires the Contractor's action thereon. The schedule shall be submitted in quintuplicate at the time of submission of final contract specifications.

3.7 ENGINEERING ADVICE DURING CONSTRUCTION PERIOD: Furnish, during the project construction period, such engineering advice in connection with the design as may be requested by the Contracting Officer.

3.8 GENERAL TECHNICAL DEFINITIONS AND INSTRUCTIONS: The following technical definitions and instructions are applicable to individual delivery orders involving delineated work unless otherwise provided in specific work orders.

3.8.1 Utilities:

3.8.1.1 Definition: The term "utilities" shall be construed

to mean all interior and exterior utilities, such as water, gas, sewer, drainage, electricity, telephone and other similar systems.

3.8.1.2 Limitations:

3.8.1.2.1 Electrical Systems: Design of electrical

systems shall include all portions within structures, cable TV connections, telephone, underground electrical service, including service entrance and weather head, or the source of power for each structure involved, as provided in specific project criteria.

3.8.1.2.2 Equipment and Appurtenances: Design of

all utility systems shall include all equipment, accessories and appurtenances required for the proper functioning of the system involved.

3.8.1.2.3 Connections to Existing Utility Systems:

The Contracting Officer will designate the points at which connections are to be made to any existing utility system. Where alternate sources are designated for any single utility, the Contractor shall make an engineering determination of the most feasible and economical source to be utilized and design the connection thereto. Contractor shall coordinate removal and installation of telephone services with the on-base provider. Contractor shall not disconnect/reconnect or install phone systems as part of this contract. Contractor is authorized to install conduit and outlet box as part of this contract.

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3.8.1.3 Field Reconnaissance: The Contracting Officer will

furnish all available data pertaining to all utility lines known to exist at and in the immediate vicinity of the project site. The Contractor shall verify by field reconnaissance the current location of all such utility lines and of any additional utility lines. In the event that field reconnaissance reveals any conditions differing from the Government-furnished data, the Contractor shall advise the Contracting Officer in writing at the earliest practicable date. The Contracting Officer will review, in respect to such report, the designated utility connections for possible redesignation thereof.

3.8.2 Site Improvements:

3.8.2.1 Definition: The term "site improvements" shall be

construed to mean all grading, top-soiling, seeding, planting, roads, walks, access drives, parking areas, fencing, and similar features.

3.8.2.2 Work Under This Contract:

3.8.2.2.1 Work shall include the design of all site

improvements required to develop the site or sites for the intended use thereof. Site improvements shall blend with and properly join with existing improvements in adjacent areas.

3.8.2.2.2 In the event that construction designed

will effect any existing site improvements, design shall also provide for any required protection, repair or replacement of such existing improvements that will result from the construction.

3.8.3 Color Schedule:

3.8.3.1 Basic Schedule: A basic schedule of colors to be

used in interior and exterior color schemes will be furnished by the Contractor and submitted for approval, as directed by the Contracting Officer.

3.8.3.2 Detail Schedule: The Contractor shall develop a

detail schedule of all colors for all surfaces and finishes, i.e., painted surfaces, floor covering, tile, counter tops, etc. The detail schedule shall be based on the basic schedule and shall be incorporated in the contract drawings and specifications.

3.8.4 Equipment Installation Layouts: Contract drawing shall

include scale line plans showing the layout and arrangement of all mechanical equipment rooms and spaces in which building service equipment (heating, ventilating, plumbing, electrical, air conditioning, etc.) is to be installed.

Plans shall be drawn at scales of 1/4 or 3/8 inch equals 1 foot, and shall show all equipment at true size and location together with all utility lines and connections, and the relationship of such equipment and utility lines and

01050-7 connections with walls, ceilings, floors, doors and windows. Sections shall also be included as necessary to properly delineate the equipment arrangement and the accessibility thereof for operation and maintenance.

3.8.5 Fire Protection: Fire protection features conforming to requirements contained in current Air Force Regulations. Installation Engineer Criteria Memoranda and Engineering Manuals for Military Construction shall be included in final drawings and/or outline specifications. The information furnished shall include, but not necessarily be limited to, the following:

3.8.5.1 Class of construction as defined by NFPA (i.e., Protected noncombustible, unprotected noncombustible, etc.).

3.8.5.2 Identification of occupancy of rooms or areas to be

used for storage of materials either combustible or noncombustible or for hazardous operations.

3.8.5.3 Type and scope of automatic sprinklers, special

extinguishing systems and fire alarm or evacuation alarm systems, when repaired.

3.8.5.4 Location, size and fire rating of required stair or

shaft enclosures, door classification and type of operation.

3.8.5.5 Location and fire resistance rating of fire walls, partitions, fire doors and type of door operation.

3.8.5.6 Schedule of fire resistance rating of major elements.

3.8.5.7 For operations involving use or storage of flammable

liquids, gases or dusts, the type of electrical equipment including fixtures, ventilation and other related fire protection features.

3.8.5.8 Statement or notation concerning outside fire

protection hydrant systems.

3.8.5.9 Coordination And Prosecution of Work:

3.9 During the prosecution of the work the Contractor shall keep in close liaison with the Base Engineer's Office, who will coordinate the work with the Using Service and other agencies. All requests made by the Using Service and other agencies shall be referred to the Project Engineer for action by the Contracting Officer.

3.10 All work shall be in accordance with the engineering instructions, directives, guide specifications, drawings, technical manuals and other instructions furnished by the Contracting Officer.

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3.11 The design of each project shall be the most economical with necessary consideration being given to the most efficient utilization of all materials consistent with the design criteria.

3.12 The use of critical and strategic materials not otherwise restricted shall be limited to the minimum amounts required consistent with Air Force Conservation of Materials Policies and full consideration shall be given to the use of substitute materials as permitted by the Engineering Manual and the Air Force Guide Specifications. Any such substitutions shall be reported.

3.13 Where not expressly specified, drawing scales shall be as approved by the Contracting Officer.

3.14 After submission of the construct plans and statement of work and cost estimates, the Contractor shall make any corrections thereto as may be necessary because of errors or omission, including the preparation of addenda during the negotiation period that may be required as a result of such deficiencies.

3.15 The Contractor shall make all visits to the sites of work as may be required to accomplish the work under the delivery orders except as may be otherwise specifically provided in the delivery orders.

3.16 The target construction cost set forth in a delivery order is the amount of funds estimated for the construction of the project involved.

3.16.1 Every effort is to be exerted to develop a design within the project criteria and instructions so that the project may be constructed within the target cost.

3.16.2 If, as the work progresses, it is determined that the

project cannot be constructed within the target construction cost or subsequently approved preliminary cost estimates, the Contracting Officer shall be so advised, and the Contractor will be instructed as to the action to be taken.

3.17 The Contractor shall advise the Contracting Officer of any discrepancies, ambiguities and lack of clarity noted in plans and specification furnished for use in connection with this project.

3.18 All buildings and facilities to be designed under this contract shall be tied-in, as directed by the Contracting Officer, to the coordinate system or to the base lines established at the sites of work.

END OF SECTION

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SECTION 01051

SPECIAL PROVISIONS FOR WORKING ON OR NEAR THE AIRFIELD

1. GENERAL

The following provisions apply when work is required to take place on the active airfield, or within the clear zones or primary surfaces, as defined by

AFR 86-14.

2. AIRFIELD REQUIREMENTS

Clause entitled “Airfield Safety Precautions”, of the solicitation applies to this contract.

3. CLOSURES

All runway or taxiway closures will require the coordination of Base Operations (5 BMW/DOB) through the Contracting Officer not less than 14 calendar days prior to the requested closure, unless otherwise provided for in these specifications. The Contractor will make the maximum utilization of time during the requested closure period. The Contractor will notify the Contracting Officer when he is finished with the work requiring the closure.

The Contractor will schedule his operations in phases if necessary so as to minimize the effect of his construction closures on normal base operations.

4. COORDINATION OF WORK

The Contractor shall coordinate with the Contracting Officer before initiating any work and will notify him of proposed location of work and time of operation.

5. PERSONNEL SAFETY PRECAUTIONS

Jet aircraft operating on the runways, taxiways and aprons make the area of construction a zone of high level noise. The Contractor is advised to take the necessary precautions, such as the use of ear plugs or muffs to prevent injury to the auditory system of all personnel working in the area.

6. SECURITY REQUIREMENTS

6.1 RESTRICTIONS

No Contractor vehicles, equipment, or personnel shall be on or shall cross any active runway or taxiway, except during construction period closures as outlined herein or when clearance is requested form and granted by the control tower. All Contractor vehicles operating on the landing areas (1,000 feet on either side of the runway centerline) during the period from dawn to dusk will be identified by mounted electric battery operated low intensity, red or amber flashing lights. When Contractor operations required him to cross an active runway or other

01051-2 controlled area on a regular basis, he will be furnished a two-way radio by the Government in order to maintain contact with the control tower.

Use of the radio for other purposes will be strictly prohibited. The radio will be returned to military custody at the end of each work day and picked up when operations requiring its use again commence.

6.2 ESCORT AND ENTRY REQUIREMENTS

All work within restricted areas shall be accomplished under escort.