Attachment2-TechSpecs.pdf

TABLE OF CONTENTS

SABER IDIQ CONTRACT SPECIFICATIONS

IMPORTANT: With the exception of marine-area guidelines, ALL technical specifications listed in the Whole Building Design Guide (WBDG) at www.wbdg.org are eligible to be edited and included in a future Task Orders.

They are not included in this document for simplicity, but all documents listed in the WBDG Specifications List shall be considered by the Contractor when providing a proposal for the IDIQ contract. The technical specifications which are included, may be edited in future Task Orders also, and may supersede the ones included in this document. Specifications which are included here are in BOLD ITALICS. Future task orders may also include those items listed in Black or state other Task Order specific requirements.

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL SABER CONTRACT AND CONDITIONS

01 01 00 GENERAL REQUIREMENTS

01 36 00 ENVIRONMENTAL PROTECTION, ATTCH 1-5

DIVISION 02 - EXISTING CONDITIONS

02 32 00 SUBSURFACE DRILLING, SAMPLING, AND TESTING

02 41 00 [DEMOLITION][ AND ][DECONSTRUCTION]

02 41 19 SELECTIVE STRUCTURE DEMOLITION

02 54 20 BIOREMEDIATION OF SOILS USING LANDFARMING SYSTEMS

02 54 21 BIOREMEDIATION OF SOILS USING WINDROW COMPOSTING

02 54 23 SOIL WASHING THROUGH SEPARATION/SOLUBILIZATION

02 55 00 SOLIDIFICATION/STABILIZATION (S/S) OF CONTAMINATED MATERIAL

02 56 13 WASTE CONTAINMENT GEOMEMBRANE

02 56 14 CLAY BARRIER LAYER

02 56 15 GEOSYNTHETIC CLAY LINER (GCL)

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 61 23 REMOVAL AND DISPOSAL OF PCB CONTAMINATED SOILS

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

02 82 33 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

02 84 16 LIGHTING BALLASTS AND LAMPS CONTAINING PCBs AND MERCURY 02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBs)

02 85 00 MOLD REMEDIATION

DIVISION 03 - CONCRETE

03 01 30 CONCRETE REHABILITATION

03 01 32 CONCRETE REHABILITATION FOR CIVIL WORKS

03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 11 19 INSULATING CONCRETE FORMING

03 23 00 STEEL STRESSING TENDONS & ACCESSORIES FOR PRESTRESSED

CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE- WITH SIDEWALK SECTION

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 31 01 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 33 00 CAST-IN-PLACE ARCHITECTURAL CONCRETE

03 37 00 PREPLACED-AGGREGATE CONCRETE

03 37 13 SHOTCRETE

FA4626-14-R0003

ATTACHMENT 2

http://www.wbdg.org/

03 41 16 PRECAST CONCRETE SLABS (MAX. SPAN 8'- 0" O.C.)

03 41 33 PRECAST STRUCTURAL PRETENSIONED CONCRETE

03 45 00 PRECAST ARCHITECTURAL CONCRETE

03 45 33 PRECAST [ PRESTRESSED] STRUCTURAL CONCRETE

03 47 13 TILT-UP CONCRETE

DIVISION 04 - MASONRY

04 01 20 REHABILITATION OF REINFORCED AND UNREINFORCED MASONRY WALLS

USING FRP COMPOSITE STRUCTURAL REPOINTING

04 20 00 UNIT MASONRY

04 21 13 NONBEARING MASONRY VENEER/STEEL STUD WALLS

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 14 00 WELDING STRUCTURAL ALUMINUM FRAMING

05 21 13 DEEP LONGSPAN STEEL JOIST FRAMING

05 21 16 LONGSPAN STEEL JOIST FRAMING

05 21 19 OPEN WEB STEEL JOIST FRAMING

05 21 23 STEEL JOIST GIRDER FRAMING

05 30 00 STEEL DECKING

05 40 00 COLD-FORMED METAL FRAMING

05 44 00 COLD FORMED STEEL TRUSS

05 50 00 METAL FABRICATION

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 50 14 STRUCTURAL METAL FABRICATIONS

05 50 15 CIVIL WORKS FABRICATIONS

05 51 00 METAL STAIRS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 13 33 PIER TIMBERWORK

06 13 43 HEAVY TIMBER TRUSSES

06 17 53 SHOP FABRICATED WOOD TRUSSES

06 18 00 GLUED-LAMINATED CONSTRUCTION

06 20 00 FINISH CARPENTRY

06 41 00 ARCHITECTURAL WOOD CASEWORK

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - 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 16 19 METALLIC OXIDE WATERPROOFING

07 17 00 BENTONITE WATERPROOFING

07 19 00 WATER REPELLENTS

07 21 13 BOARD INSULATION

07 21 16 BLANKET INSULATION

07 21 26 LOOSE FILL THERMAL INSULATION

FA4626-14-R0003

07 22 00 ROOF AND DECK INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 26 00 VAPOR RETARDERS

07 27 00 AIR BARRIERS

07 31 13 ASPHALT SHINGLES

07 32 13 ROOF TILES

07 41 13 METAL ROOF PANELS

07 41 63 FABRICATED ROOF PANEL ASSEMBLIES

07 42 13 METAL WALL PANELS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 51 13 BUILT-UP ASPHALT ROOFING

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 55 00 PROTECTED MEMBRANE ROOFING (PMR)

07 60 00 FLASHING AND SHEET METAL

07 61 01 COPPER ROOF SYSTEM

07 61 14 STEEL STANDING SEAM ROOFING

07 61 15 ALUMINUM STANDING SEAM ROOFING

07 62 10 COPPER SHEET METAL FLASHING

07 72 00 ROOF VENTILATORS, GRAVITY-TYPE

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT PROTECTION

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 11 69 METAL STORM DOORS

08 11 73 SLIDING FIRE DOORS

08 13 73 SLIDING METAL DOORS

08 14 00 WOOD DOORS

08 22 20 FIBERGLASS REINFORCED PLASTIC (FRP) DOORS AND FRAMES

08 32 13 ALUMINUM SLIDING GLASS DOORS

08 33 23 OVERHEAD COILING DOORS

08 34 01 FORCED ENTRY RESISTANT COMPONENTS

08 34 02 BULLET-RESISTANT COMPONENTS

08 34 16 STEEL SLIDING HANGAR DOORS

08 34 16 CORROSION CONTROL HANGAR DOORS

08 34 19 ROLLING SERVICE [AND FIRE] DOORS

08 34 53 SECURITY DOORS AND FRAMES

08 34 59 VAULT DOORS AND DAY GATES

08 34 63 DETENTION HOLLOW METAL FRAMES, DOORS, AND DOOR FRAMES

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 36 13 SECTIONAL OVERHEAD DOORS

08 36 19 VERTICAL LIFT DOORS

08 39 00 BLAST RESISTANT ARCHITECTURAL ALUMINUM DOOR AND FRAMES

08 39 54 BLAST RESISTANT DOORS

08 41 10 SECURITY ALUMINUM WINDOWS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

08 51 23 STEEL WINDOWS

08 51 69 ALUMINUM STORM WINDOWS

08 56 46 RADIO FREQUENCY SHIELDED ENCLOSURES

08 56 53 BLAST RESISTANT TEMPERED GLASS WINDOWS

08 56 63 DETENTION AND SECURITY WINDOWS

08 60 45 [SKYLIGHTS] [AND] [TRANSLUCENT PANELS]

08 71 00 DOOR HARDWARE

08 71 63 DETENTION HARDWARE

08 80 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

08 95 23 FIBER GLASS SANDWICH PANEL ASSEMBLY

DIVISION 09 - FINISHES

09 06 90 COLOR SCHEDULE

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 23 00 GYPSUM PLASTERING

09 23 82 FIREPROOF GYPSUM PLASTERING

09 24 23 STUCCO

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC TILE, QUARRY TILE, AND PAVER TILE

09 35 16 CHEMICAL-RESISTANT QUARRY TILE

09 51 00 ACOUSTICAL PANEL CEILINGS

09 64 00 PORTABLE (DEMOUNTABLE) WOOD FLOORING

09 64 29 WOOD STRIP FLOORING

09 64 66 WOOD ATHLETIC FLOORING

09 65 66 RESILIENT ATHLETIC FLOORING

09 67 23.13 STANDARD RESINOUS FLOORING

09 67 23 FUEL RESISTIVE RESINOUS FLOORING

09 68 00 CARPET

09 68 13 CARPET TILE

09 69 00 ACCESS FLOORING

09 72 00 WALLCOVERINGS

09 83 13 ACOUSTICAL WALL TREATMENT

09 90 00 PAINT

09 96 00 HIGH-PERFORMANCE COATINGS

09 96 59 HIGH-BUILD GLAZE COATINGS

09 97 13 STEEL COATINGS

09 97 13 PROTECTION OF BURIED STEEL PIPING AND STEEL BULKHEAD TIE RODS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 00 INTERIOR SIGNAGE

10 14 01 EXTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 13 WIRE MESH PARTITIONS

10 22 19 DEMOUNTABLE MOVABLE PARTITIONS

10 22 26.13 ACCORDION FOLDING PARTITIONS

10 22 26.23 COILING PARTITIONS

10 22 39 FOLDING PANEL PARTITIONS

10 22 43 SLIDING PARTITIONS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

10 56 13 STEEL SHELVING

DIVISION 11 - EQUIPMENT

Not Used

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 22 00 CURTAINS AND DRAPES

12 24 13 ROLLER WINDOW SHADES

12 31 00 MANUFACTURED METAL CASEWORK

12 32 00 MANUFACTURED WOOD CASEWORK

12 34 00 MANUFACTURED PLASTIC CASEWORK

12 35 20 FOODSERVICE CASEWORK, COUNTERTOPS, AND ACCESSORIES

12 36 00.00 MANUFACTURED VANITIES

12 36 00 COUNTERTOPS

12 48 13.13 ENTRANCE FLOOR MATS

12 50 00 FURNITURE SYSTEMS

12 55 00 DETENTION FURNITURE AND ACCESSORIES

12 65 00 FIXED SEATING

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

13 48 00 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

DIVISION 14 - 20

Not Used

DIVISION 21 - FIRE SUPPRESSION

21 00 00 FIRE ALARM SYSTEM REQUIREMENTS

21 12 00 STANDPIPE SYSTEMS

21 13 00 FIRE-SUPPRESSION SPRINKLER SYSTEMS

21 13 13 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 16 DRY-PIPE FIRE SPRINKLER SYSTEMS

21 13 17 DRY PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 19 FIRE SPRINKLER SYSTEMS

21 13 20 FOAM FIRE EXTINGUISHING

21 13 26 DELUGE FIRE-SUPPRESSION SPRINKLER SYSTEMS

21 21 00 CARBON-DIOXIDE FIRE-EXTINGUISHING SYSTEMS

21 21 01 CARBON DIOXIDE FIRE EXTINGUISHING

21 21 03 WET CHEMICAL FIRE EXTINGUISHING SYSTEM

21 22 00 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS

21 23 00 WET CHEMICAL FIRE EXTINGUISHING FOR KITCHEN CABINET

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 00 70 PLUMBING, HEALTHCARE FACILITIES

22 00 10 PIPING SPECIALTIES

22 00 11 PIPE AND PIPE FITINGS

22 05 20 ELECTROMAGNETIC FLOW METERS

22 05 48.00 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

22 05 83 CURED-IN-PLACE PIPE (CIPP) LINING

22 07 19 ABOVE GRADE PLUMBING PIPING INSULATION

22 10 00 VERTICAL PUMPS, AXIAL-FLOW AND MIXED-FLOW IMPELLER-TYPE

22 11 23 SUBMERSIBLE PUMP, AXIAL-FLOW AND MIXED-FLOW TYPE

22 13 00 TEMPORARY SEWER BYPASS PUMP

22 13 13 PIPING AND EXTERIOR SEWERS

22 13 29 SANITARY SEWERAGE PUMPS

22 13 36 PNEUMATIC SEWAGE EJECTORS

22 14 29 SUMP PUMPS

22 15 13 HIGH-PRESSURE COMPRESSED-AIR PIPING, PIPING COMPONENTS, AND

VALVES, STAINLESS

22 15 14 GENERAL SERVICE COMPRESSED-AIR SYSTEMS, LOW PRESSURE

22 15 19 LARGE NONLUBRICATED RECIPROCATING AIR COMPRESSORSOVER 300 HP

22 15 26 HIGH AND MEDIUM PRESSURE COMPRESSED AIR PIPING

22 16 19 LARGE CENTRIFUGAL AIR COMPRESSORS OVER 200 HP

22 31 00 WATER SOFTENERS, CATION-EXCHANGE -SODIUM CYCLE

22 33 30 SOLAR WATER HEATING EQUIPMENT

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 01 30 HVAC SYSTEM CLEANING

23 03 00 GENERAL MECHANICAL MATERIALS AND METHODS

230513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

23 05 14 VARIABLE FREQUENCY DRIVES FOR HVAC EQUIPMENT

23 05 17 HVAC PIPING ACCESSORIES

23 05 15 COMMON PIPING FOR HVAC

23 05 23 VALVES

23 05 29 SUPPORTS, ANCHORS AND BASES

23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT

23 05 53 ID FOR HVAC PIPING, EQUIPMENT AND DUCTWORK

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 06 00 MECHANICAL SYSTEM STARTUP AND TESTING

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 07 13 MECHANICAL SYSTEM INSULATION

23 08 00 COMMISSIONING OF HVAC SYSTEMS

23 08 01 TESTING INDUSTRIAL VENTILATION SYSTEMS

23 09 00 BUILDING MANAGEMENT AND CONTROL SYSTEM

23 09 13 CONTROL VALVES, SELF-CONTAINED

23 09 23.13 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 09 33 ELECTRIC AND ELECTRONIC CONTROL SYSTEM FOR HVAC

23 09 53 SPACE TEMPERATURE CONTROL SYSTEMS

23 11 00 GENERAL REQUIREMENTS FOR PIPE AND PIPE FITTINGS

23 11 25 FACILITY GAS PIPING

23 21 13 HYDRONIC PIPING SYSTEMS

23 21 13.23 [HIGH][MEDIUM] TEMPERATURE WATER SYSTEM WITHIN BUILDINGS

23 22 13.35 STEAM TRAPS

23 21 14 UNDERGROUND HYDRONIC PIPING

23 22 23 STEAM CONDENSATE PUMPS

23 22 25 STEAM VALVES

23 22 26 STEAM SYSTEM AND TERMINAL UNITS

23 23 00 REFRIGERANT PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 31 13.00 METAL DUCTS

23 33 56 SELF-ACTING BLAST VALVES

23 34 23.00 HVAC POWER VENTILATORS

23 35 00.00 OVERHEAD VEHICLE TAILPIPE AND WELDING FUME EXHAUST REMOVAL

SYSTEM(S)

23 35 19.00 INDUSTRIAL VENTILATION AND EXHAUST

23 36 00.00 AIR TERMINAL UNITS

23 37 13.00 DIFFUSERS, REGISTERS, AND GRILLS

23 40 00.00 CHEMICAL, BIOLOGICAL, AND RADIOLOGICAL (CBR) AIR FILTRATION

SYSTEM

23 41 13.00 PANEL FILTERS

23 51 43.00 DUST AND GAS COLLECTOR, DRY SCRUBBER AND FABRIC FILTER TYPE

23 51 43.01 MECHANICAL CYCLONE DUST COLLECTOR OF FLUE GAS PARTICULATES

23 51 43.02 ELECTROSTATIC DUST COLLECTOR OF FLUE GAS PARTICULATES

23 51 43.03 FABRIC FILTER DUST COLLECTOR OF FLY ASH PARTICLES IN FLUE GAS

23 52 00 HEATING BOILERS

23 52 33.01 STEAM HEATING PLANT WATERTUBE (SHOP ASSEMBLED) COAL/OIL OR

COAL

23 52 33.02 STEAM HEATING PLANT WATERTUBE (FIELD ERECTED) COAL/OIL OR COAL

23 52 33.03 WATER-TUBE BOILERS, OIL/GAS OR OIL

23 52 43.00 HEAT RECOVERY BOILERS

23 52 43.00 LOW PRESSURE WATER HEATING BOILERS UNDER 800,000 BTU/HR OUTPUT

23 52 46.00 LOW PRESSURE WATER HEATING BOILERS OVER 800,000 BTU/HR OUTPUT

23 52 49.00 STEAM BOILERS AND EQUIPMENT 500,000 - 18,000,000 BTU/HR

23 52 53.00 STEAM BOILERS AND EQUIPMENT 18,000,000 - 60,000,000 BTU/HR

23 54 16.00 HEATING SYSTEM; GAS-FIRED HEATERS

23 54 19 BUILDING HEATING SYSTEMS, WARM AIR

23 57 10 FORCED HOT WATER HEATING SYSTEMS USING WATER AND STEAM HEAT

EXCHANGERS

23 63 00 COLD STORAGE REFRIGERATION SYSTEMS

23 64 00 PACKAGED WATER CHILLERS, ABSORPTION TYPE

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 63 24 OUTDOOR SCROLL CHILLER

23 64 28 OUTDOOR ROTARY CHILLER-DRYCOOLER

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 65 00 COOLING TOWERS

23 69 00 REFRIGERATION EQUIPMENT FOR COLD STORAGE

23 70 03 HEATING AND UTILITIES SYSTEMS, CENTRAL STEAM

23 73 13 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS

23 74 33 PACKAGED, OUTDOOR, HEATING AND COOLING MAKEUP AIR-

CONDITIONERS

23 81 00 UNITARY AIR CONDITIONING EQUIPMENT

23 81 23 COMPUTER ROOM AIR CONDITIONING UNITS

23 81 47 WATER-LOOP AND GROUND-LOOP HEAT PUMP SYSTEMS

23 82 00 TERMINAL HEATING AND COOLING UNITS

23 82 01 WARM AIR HEATING SYSTEMS

23 82 02 UNITARY HEATING AND COOLING EQUIPMENT

23 82 16 AIR COILS

23 82 19 FAN COIL UNITS

23 82 23 UNIT VENTILATORS

23 82 43 ELECTRIC DUCT HEATERS

23 82 46 ELECTRIC UNIT HEATERS

23 83 00 ELECTRIC SPACE HEATING EQUIPMENT

23 84 16 DESICCANT DEHUMIDIFICATION EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END AND

INTEGRATION

DIVISION 26 - ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 03 EQUIPMENT WIRING CONNECTIONS

26 05 13 MEDIUM-VOLTAGE CABLES

26 05 19 INSULATED WIRE AND CABLE

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 05 30 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

26 05 48 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 05 70 HIGH VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 05 71 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 09 23 LIGHTING CONTROL DEVICES

26 12 19 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 12 19 SINGLE-PHASE PAD-MOUNTED TRANSFORMERS

26 18 23 MEDIUM-VOLTAGE SURGE ARRESTERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS AND SWITCHGEAR

26 24 16 PANELBOARDS

26 24 19 MOTOR CONTROL CENTERS

26 27 13 ELECTRIC METERS

26 27 16 ELECTRICAL CABINETS AND ENCLOSURES

26 26 26 WIRING DEVICES

26 28 00 MOTOR CONTROL CENTERS, SWITCHBOARDS AND PANELBOARDS

26 28 13 FUSES

26 28 19 ENCLOSED SWITCHES

26 28 21 AUTOMATIC TRANSFER SWITCHES

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 14 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY APPLICATION

26 36 23 AUTOMATIC TRANSFER SWITCHES

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 00 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 51 00 INTERIOR LIGHTING

26 52 00 EMERGENCY LIGHTING

26 53 00 EXIT SIGNS

26 56 00 EXTERIOR LIGHTING

26 56 13 LIGHTING POLES AND STANDARDS

26 56 19 ROADWAY LIGHTING

26 56 23 AREA LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 05 28.36 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 13 23 COMMUNICATIONS OPTICAL BACKBONE CABLING

27 15 19 WIRE LINE DATA TRANSMISSION SYSTEM

27 21 10 FIBER OPTIC DATA TRANSMISSION SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 13 FIRE ALARM CONDUCTORS

28 05 26 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

28 16 00 INTRUSION DETECTION SYSTEMS (IDS)

28 31 64 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 05 19 GEOTEXTILE AND GEOGRID

31 05 20 GEOSYNTHETIC DRAINAGE LAYER

31 05 21 GEOGRID SOIL REINFORCEMENT

31 05 22 GEOTEXTILES USED AS FILTERS

31 10 00 CLEARING FOR CIVIL WORKS

31 11 00 CLEARING AND GRUBBING

31 20 00 EARTH MOVING

31 21 00 PIPING; OFF-GAS

31 21 13 RADON MITIGATION

31 23 00 EXCAVATION AND FILL

31 23 33 TRENCH EXCAVATION

31 32 11 SOIL SURFACE EROSION CONTROL

31 32 23 FOUNDATION DRILLING AND GROUTING

31 36 00 WIRE MESH GABIONS AND MATTRESSES

31 41 16 METAL SHEET PILING

31 60 00 FOUNDATION PREPARATION

31 62 13 CAST-IN-PLACE CONCRETE PILES

31 62 13 CONCRETE CYLINDER PILES

31 62 16 STEEL H-PILES

31 62 19 TIMBER PILES

31 63 16 AUGER CAST GROUT PILES

31 63 26 DRILLED CAISSONS

31 68 13 HELICAL PIERS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 13 EMULSIFIED ASPHALT SEAL COATS WITH OR WITHOUT AGGREGATE

32 01 13 BITUMINOUS SEAL AND FOG COATS

32 01 16 COLD MILLING OF BITUMINOUS PAVEMENTS

32 01 17 SEALING OF CRACKS IN BITUMINOUS PAVEMENTS

32 01 17 STRESS-ABSORBING MEMBRANE INTERLAYER

32 01 17 COLD-MIX RECYCLING

32 01 19 RESEALING OF JOINTS IN RIGID PAVEMENT

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

32 01 22 BITUMINOUS REJUVENATION

32 01 24 HOT IN-PLACE RECYCLING OF BITUMINOUS PAVEMENTS

32 01 25 HEATER SCARIFYING OF BITUMINOUS PAVEMENTS

32 01 29 PARTIAL DEPTH PATCHING OF RIGID PAVING

32 01 29 SLABJACKING RIGID PAVEMENTS

32 05 13 SOILS FOR EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 10 00 ASPHALTIC CONCRETE PAVEMENT

32 11 10 DRAINAGE LAYER

32 11 16 SAND-CLAY [BASE] [SUBBASE] COURSE

32 11 16 BASE COURSE FOR RIGID] [AND SUBBASE COURSE FOR FLEXIBLE]

[SUBBASE COURSE FOR PERVIOUS] PAVING

32 11 16 [BASE COURSE FOR RIGID][ AND ][SUBBASES FOR FLEXIBLE] PAVING

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR PAVEMENT

32 11 26 BITUMINOUS CONCRETE BASE COURSE

32 11 26 BITUMINOUS BASE COURSE

32 11 27 BITUMINOUS-STABILIZED BASE COURSE, SUBBASE, OR SUBGRADE

32 11 30 LIME TREATED SUBGRADE [LIME MODIFIED SOILS]

32 11 33 CEMENT STABILIZED [BASE] COURSE AT AIRFIELDS AND ROADS

32 11 34 PORTLAND CEMENT-STABILIZED BASE OR SUBBASE COURSE

32 11 36.13 LEAN CONCRETE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 11 BITUMINOUS SURFACE TREATMENT

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 12 18 RESIN MODIFIED PAVEMENT SURFACING MATERIAL

32 12 19 BITUMINOUS BINDER AND WEARING COURSES (CENTRAL-PLANT COLD-

MIX)

32 12 21 BITUMINOUS ROAD-MIX SURFACE COURSE

32 12 36 COAL TAR SEAL COAT WITH UNVULCANIZED RUBBER

32 12 37 FUEL-RESISTANT (COAL TAR) SEALER

32 12 43 POROUS FRICTION COURSE FOR AIRFIELDS AND ROADS

32 13 11 CONCRETE PAVEMENT FOR AIRFIELDS/OTHER HEAVY-DUTY PAVEMENTS

32 13 13 PORTLAND CEMENT CONCRETE PAVEMENT

32 13 15 CONCRETE PAVEMENT FOR CONTAINMENT DIKES

32 13 16 ROLLER COMPACTED CONCRETE (RCC) PAVEMENT

32 13 17 STONE MATRIX ASPHALT (SMA) FOR AIRFIELD PAVEMENTS

32 13 43 PERVIOUS CONCRETE PAVING

32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

32 15 00 AGGREGATE SURFACE COURSE

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 16 15 CONCRETE BLOCK PAVEMENTS

32 17 23 PAVEMENT MARKINGS

32 18 16 PLAYGROUND PROTECTIVE SURFACING

32 31 13 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 31 13 CHAIN LINK FENCES AND GATES

32 31 26 WIRE FENCES AND GATES

32 32 23 SEGMENTAL CONCRETE BLOCK RETAINING WALL

32 84 23 UNDERGROUND SPRINKLER SYSTEMS

32 84 24 IRRIGATION SPRINKLER SYSTEMS

32 92 00 TURF AND GRASSES

32 93 00 PLANTS

LANDSCAPE PALETTE

DIVISION 33 - UTILITIES

33 01 99 SLIP LINING OF EXISTING PIPING

33 05 23 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 05 23.19 TRENCHLESS EXCAVATION USING MICROTUNNELING

33 11 00 WATER DISTRIBUTION

33 11 13 PVC WATER MAIN

33 11 16 WATER SERVICE LINES

33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING

33 12 33 WATER UTILITY METERING

33 12 16 GATE VALVES

33 20 00 WATER WELLS

33 24 00 [EXTRACTION] [MONITORING] WELLS

33 24 13 GROUNDWATER MONITORING WELLS

33 26 00 RELIEF WELLS

33 30 00 SANITARY SEWERS

33 32 13.13 PACKAGED SEWAGE LIFT STATIONS, WET WELL TYPE

33 32 13.14 PACKAGED SEWAGE LIFT STATIONS, GRINDER PUMP TYPE

33 34 00 FORCE MAINS AND INVERTED SIPHONS; SEWER

33 34 13 SIPHONS, DOSING

33 40 00 STORM DRAINAGE UTILITIES

33 46 13 FOUNDATION DRAINAGE SYSTEM

33 46 16 SUBDRAINAGE SYSTEM

33 47 13 POND AND RESERVOIR LINERS

33 51 13 NATURAL GAS PIPING SYSTEM

33 51 13 NATURAL-GAS METERING

33 51 15 NATURAL-GAS / LIQUID PETROLEUM GAS DISTRIBUTION

33 52 10 SERVICE PIPING, FUEL SYSTEMS

33 52 43.28 FILTER SEPARATOR, AVIATION FUELING SYSTEM

33 52 80 LIQUID FUELS PIPELINE COATING SYSTEMS

33 52 90.00 WELDING FOR POL SERVICE PIPING

33 53 10 TEMPORARY SEWER BYPASS PUMP SYSTEM

33 56 10 FACTORY-FABRICATED FUEL STORAGE TANKS

33 56 63 FUEL IMPERMEABLE LINER SYSTEM

33 57 00 BULK FUEL RECEIVING/DISPENSING EQUIPMENT

33 58 00 LEAK DETECTION FOR FUELING SYSTEMS

33 59 00 TIGHTNESS TESTING OF EXISTING UNDERGROUND FUEL SYSTEMS

33 60 00 CENTRAL (HTW) GENERATING PLANT AND AUXILIARIES

33 60 01 VALVES, PIPING, AND EQUIPMENT IN VALVE MANHOLES

33 60 02 ABOVEGROUND HEAT DISTRIBUTION SYSTEM

33 61 00 PREFABRICATED UNDERGROUND HEATING/COOLING DISTRIBUTION

SYSTEM

33 61 13 PRE-ENGINEERED UNDERGROUND HEAT DISTRIBUTION SYSTEM

33 61 14 EXTERIOR BURIED PREINSULATED WATER PIPING

33 61 15 HEAT DISTRIBUTION SYSTEMS IN CONCRETE TRENCHES

33 63 13 EXTERIOR UNDERGROUND STEAM DISTRIBUTION SYSTEM

33 63 14 EXTERIOR BURIED PUMPED CONDENSATE RETURN

33 63 16 EXTERIOR SHALLOW TRENCH STEAM DISTRIBUTION

33 63 23 EXTERIOR ABOVEGROUND STEAM DISTRIBUTION

33 65 00 CLEANING PETROLEUM STORAGE TANKS

33 70 02 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 73 00 UTILITY TRANSFORMERS

33 75 00 SWITCHGEAR AND PROTECTION DEVICES

33 77 19 MEDIUM-VOLTAGE GAS SWITCH

33 77 36 MEDIUM-VOLTAGE UTILITY FUSES

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

33 82 33 COAXIAL CABLE DATA TRANSMISSION SYSTEM

DIVISION 34 - TRANSPORTATION

34 71 13.19 ACTIVE VEHICLE BARRIERS- to be issued at time of Task Order, Typical

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

NOT USED

DIVISION 40 - PROCESS INTEGRATION

NOT USED

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

NOT USED

DIVISION 42 - PROCESS HEATING, COOLING, AND DRYING EQUIPMENT

42 22 00.00 PROCESS CHILLERS AND COOLERS

42 22 13.00 CENTRIFUGAL PROCESS CHILLERS AND COOLERS

42 22 16.00 RECIPROCATING PROCESS CHILLERS AND COOLERS

42 23 13.00 PROCESS CONDENSERS

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

EQUIPMENT

43 11 00 FANS/BLOWERS/PUMPS; OFF-GAS

43 13 13 VAPOR PHASE ACTIVATED CARBON ADSORPTION UNITS

43 15 00 LOW PRESSURE COMPRESSED AIR PIPING (NON-BREATHING AIR TYPE)

43 21 13 PUMPS: WATER, CENTRIFUGAL

43 21 29 FLOW MEASURING EQUIPMENT

43 21 39 PUMPS: WATER, VERTICAL TURBINE

43 31 13 DOWNFLOW LIQUID ACTIVATED CARBON ADSORPTION UNITS

43 31 14 TRICKLING FILTER

43 32 69 CHEMICAL FEED SYSTEMS

43 32 76 CHLORINE-FEEDING MACHINES

43 41 16 VERTICAL ATMOSPHERIC TANKS AND VESSELS

DIVISION 44 - POLLUTION AND WASTE CONTROL EQUIPMENT

NOT USED

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

46 20 20 SEWAGE BAR SCREEN AND MECHANICAL SHREDDER

46 23 00 GRIT REMOVAL AND HANDLING EQUIPMENT

46 24 16 COMMINUTORS

46 25 14 COALESCING OR VERTICAL TUBE OIL-WATER SEPARATORS

46 51 00.00 AIR AND GAS DIFFUSION EQUIPMENT

46 61 00 FILTRATION EQUIPMENT

DIVISION 48 - ELECTRICAL POWER GENERATION

NOT USED

SABER IDIQ Contract 24 April 2014

Malmstrom AFB

GENERAL SABER: GENERAL REQUIREMENTS 1

DIVISION 1- GENERAL

SECTION 01 00 00- GENERAL REQUIREMENTS

1.0 POLICIES:

1.1 TASK ORDER LIMITATIONS: Individual task orders shall not exceed statutory limits established in

Air Force Instructions (AFI’s).

1.2 UNIT PRICE BOOK GUIDELINES AND RESTRICTIONS: The Contractor and Contracting Officer are both responsible for maintaining and tracking the UPB. If new "RSMeans items" added to database during annual updates are suitable replacements for existing "UPB items", the "RSMeans" items will be used, and the

"UPB items" deleted from the database.

1.2.1 Selective demolition line item: The removal of material with no concern for its replacement. If a line item can be found in the UPB for selective demolition, that line item will be used. If there is no line item for selective demolition, the Contractor will locate the line item for the installation of the item in the UPB. Then the Contractor will create an alternate prepriced line item by removing the cost for the material, and the remaining amounts in labor and equipment will be multiplied by 50%. This will be used as the means to demolish that item. This line item will be prepriced. If the line item cannot be found in the UPB, the demolition will be an NPI.

1.2.2 Removal and reset line item: An item that is to be removed and then put back/installed without damaging the item. If a line item can be found in the UPB for removal and resetting, that line item will be used. If there is no line item for removal and resetting, the Contractor will locate the line item in the UPB. Then the Contractor will create an alternate prepriced line item removing the cost for the material, and the remaining amounts in labor and equipment will be multiplied by 150%. This will be used as the means to remove and reset that UPB line item. This line item will be prepriced. If the line item cannot be found in the UPB, the removal and resetting will be an NPI.

1.2.3 Removal and replacement line item: An item that is to be removed and then replaced with a new item. If a line item can be found in the UPB for removal and replacement, that line item will be used. If there is no line item for removal and replacement, the Contractor will locate the line item in the UPB. Then the Contractor will create an alternate prepriced line item leaving the cost for the material as is, and the remaining amounts in labor and equipment will be multiplied by 150%. This will be used as the means to remove and replace that UPB line item. This line item will be prepriced.

If the line item cannot be found in the UPB, the removal and replacement will be an NPI.

1.2.4 Ineligible line items: Since the coefficients are to include all overhead and indirect costs, numerous items within the Hier4 listing system of the RSMeans price books will not be applicable nor used on this contract. Work represented by RS MEANS line items, beginning with the following numbers, are ineligible for use in the contract UPB, and shall not be added to the UPB as NPIs:

011131.20, 011131.50, 011131.75, 0121, 0131, 0132, 0141, 0152, 015409, 015439 (see para 2.2.5), 015623, 015632, and 0174.

Line item(s) executed using rental equipment must have the equipment cost portion of the line item deleted.

2.0 REFERENCE STANDARDS, PUBLICATIONS, AND SPECIFICATIONS: The Contractor shall conform with the provision of the latest issue of the listed standard or publication. All construction work performed under this contract shall comply with Air Force Instructions (AFI). All work shall be governed by the most current edition of each code referenced in section 2.1 below. Additionally, all specifications included with this contract shall govern work, but individual specifications may also be added at time of Task Order which govern more specific areas of work, supersede these specifications, or change requirements based on AF needs.

IMPORTANT: With the exception of marine-area guidelines, ALL technical specifications listed in the Whole

Building Design Guide (WBDG) at www.wbdg.org are eligible to be edited and included in future Task Orders.

They are not included in this document for simplicity, but all documents listed in the WBDG Specifications List shall be

FA4626-14-R0003

http://www.wbdg.org/

GENERAL SABER: GENERAL REQUIREMENTS 2

considered by the Contractor when providing a proposal for the IDIQ contract. The technical specifications which are included, may be edited in future Task Orders also, and may supersede the ones included in this document.

2.1 BUILDING CODES: As a minimum, the most current revision of the following Building Codes shall be used for all construction under this contract. The most current editions and supplements of these standards shall apply.

If there is a conflict between these codes and regulations, the most stringent requirements apply at all times.

A. International Building Code

B. International Mechanical Code

C. Uniform Plumbing Code

D. National Electric Code

E. National Fire Protection Code

3.0 COMMUNICATIONS: The contractor is required to provide a cellular phone for the project manager, site superintendents, and their alternates, for the life of the contract. Provide correct and current instructions with phone numbers for reaching the contractor to the Contracting Officer.

4.0 WORK INTERRUPTIONS AND DELAYS: The contractor may be required to temporarily stop work for operational requirements or while Distinguished Visitor (DV) visits/tours are conducted.

5.0 SITE VISIT: To be held within 4 calendar days of the contractor’s receipt of any request for proposal, the

Government and the Contractor will conduct a scope validation and site visit for each task order. Discussions may include, but are not limited to: scope of work, method of construction, sequence of operations, progress schedule, means of access to project site, delivery and storage of materials and equipment; work restrictions; coordination requirements, project goals, liquidated damages, and potential difficulties/problems.

6.0 ON-SITE CONDITIONS: Drawings showing the location of equipment, piping, 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, 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 CO. The Contractor shall be responsible for inspecting to his satisfaction all areas/items of possible conflict. Failure to verify the dimensions and locations will be at the contractor’s risk and shall not relieve the contractor from accomplishing the work required by the task order at the price awarded by the Government.

7.0 PROJECT PROPOSAL: For every Request for Proposal (RFP) associated with a new task order (TO), the

Contractor shall provide a proposal within the prescribed time frame and requirements as set forth in the RFP. Once reviewed and accepted by the Government, the proposal and associated cost proposal shall be binding to the contract and task order. The proposal shall include, but is not limited to, a cover page or pages, project cost estimate, design assumptions, operational concerns, and calculations (as needed), drawings, construction schedule, and material submittals schedule. 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. The project cost is to be provided in electronic copy using the WinEstimator software. The cost proposal must be broken down using the location codes established within the task order’s statement of work. The blank estimate provided includes line items the

Government used to develop its cost estimate. The contractor can choose to use the same line items but is not limited to these line items. The detailed design drawings are to be created using the most current version of AutoCAD available, unless otherwise specified by the Contracting Officer. These drawings, along with CD copies of the drawing file(s), will be submitted along with his/her proposal. Design calculations are required to substantiate appropriate equipment or material selection/ sizing, component assembly, and proposed layout and sizing of utilities and structural elements. The

Contractor shall at a minimum supply the following calculations:

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

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

Structural: Structural system and foundation sizing.

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

GENERAL SABER: GENERAL REQUIREMENTS 3

Fire Alarm System: Any alterations to the fire alarm system.

Fire Suppression System: Any alterations to the fire suppression system

7.1 PROJECT PROPOSAL TIMELINES: The timelines as follows are considered typical and are determined by the contracting officer, in coordination with the CE SABER section:

Date contractor receives RFP: Proposal is due to Government in:

28-29 September 24 hours

21-27 September 2 Calendar days

1-20 September 5 Calendar days

1-31 August 7 Calendar days

1 October – 31 July 14 Calendar days

Projects deemed complex 21 Calendar days

8.0 WORK CLEARANCE REQUEST: The Contractor shall prepare an AF form 103 (work clearance request) commonly referred to as a “Dig Permit”, prior to any excavation. The Contractor shall provide drawings and details showing exact location and description of the type of excavation to be accomplished. Should any one of the coordination points indicate an additional underground utility or structure over and above those shown on the contract drawing either by sketch on the Contractor's drawing, by field pointing or by flagging, the Contractor shall be responsible for protection of each of the items indicated. Should damage occur to any of the items indicated by the Contractor, contract drawings or coordinating agency to the permit, the Contractor shall be responsible for prompt repair of the damage to return the item to its original workable condition. Contractor shall adhere to base policy on marking and layout of project site.

9.0 QUALITY CONTROL:

9.1 QUALITY CONTROL AND SAFTEY PLAN: The Contractor bears full responsibility for quality control, safety and environmental stewardship on all project sites. The Contractor shall comply with the Quality

Control Provisions as specified herein. The Contractor shall perform all Quality Control inspections and/or testing required by this contract unless specifically designated to be performed by the Government. The Quality

Control system must consist of plans, procedures, and organization necessary to provide materials, equipment, workmanship, fabrication, construction, and operations which comply with contract requirements. The system shall cover construction operations, including fabrication both on-site and off-site, and shall be keyed to the proposed construction sequence. If the Contractor fails to submit an acceptable Quality Control Plan within the time herein prescribed, the Contracting Officer may refuse to allow construction to start if an acceptable interim plan is not furnished. The Quality Control Program specifically and exclusively relates to the acceptable completion of work and subsequent Government inspections and approvals. It is the Contractor’s responsibility to provide, inspect, and document the level of quality that has been established by the minimum standards of the

SOW and the individual TOs.

9.2 QUALITY CONTROL PLAN:

9.2.1 General. Prior to the start of construction, the Contractor's Quality Control Plan shall be submitted for acceptance. Construction will be permitted to begin only after approval of the contractor's Quality Control Plan or approval of that portion of the plan applicable to the particular feature of work to be started. The Contractor's Quality Control Plan shall identify the personnel, procedures, instructions, records, forms, and as a minimum, shall include the following:

(a) A description of the Quality Control management organization.

(b) The number, classifications, qualifications, duties, responsibilities, and authorities of personnel. A copy of a letter, signed by an authorized official of the firm, which describes the responsibilities and delegates the authorities that the Quality Control manager shall be furnished.

(c) The Contractor's Quality Control activities to be performed, including those of subcontractors, off-site fabricators, and suppliers.

GENERAL SABER: GENERAL REQUIREMENTS 4

(d) Quality control testing procedures.

(e) Documentation format for Contractor's Quality Control activities and testing.

(f) Procedures for ensuring As-Builts are accurate and updated daily.

9.2.2 Acceptance: The Quality Control Plan will be reviewed by the Contracting Officer. The

Contractor shall make such changes and additions necessary for clarity and completeness as requested by the Contracting Officer. Acceptance is conditional and the Government reserves the right to require the Contractor to make changes in the Quality Control Plan, personnel, and operations to correct deficiencies to assure Contract compliance.

9.2.3 Changes: When the Contractor proposes changes in the Quality Control Plan or implementation, during construction, the Contracting Officer shall be notified in writing. No change shall be implemented prior to acceptance in writing by the Contracting Officer.

9.3 QUALITY CONTROL RECORDS: The Quality Control Records shall contain a record of daily inspections for all work accomplished. All work-in-place must be certified as complying with the contract plans and specifications. Non-compliance items must be clearly noted. Corrective actions must be outlined and detailed for non-compliance items. Separate reports for different phases of work may be submitted by the responsible Quality Control inspectors or the reports may be consolidated into one report if all Quality Control activities and results are covered and the responsible Quality Control inspectors are identified.

9.3.1 General: The Contractor shall maintain daily records, which will be on the job site and available for review by the Contracting Officer or his/her technical representative. Daily reports will be signed by the designated Quality Control Manager. These reports will be turned over to the

Contracting Officer or his Technical Representative at the end of each month for review.

10.0 CONCEALED WORK: All items of work to be concealed shall be Government inspected prior to concealment.

Failure to have concealed work inspected will result in the uncovering of work for inspection and where this is not practical the removal and re-accomplishment of the work at the contractor’s expense.

11.0 MODEL UNITS: On projects consisting of several repetitive units, one model unit will be inspected at all key stages of construction. All deficiencies noted during these various inspections will be corrected prior to proceeding with the work schedule.

12.0 SAFETY REQUIREMENTS: It shall be the responsibility of the Contractor to initiate and maintain such programs as to comply with the provisions of the Air Force Occupational Safety and Health Standards (AFOSH), and all existing Occupation Safety and Health Act (OSHA) standards at all times in the performance of this contract. These programs shall include the education and training of employees and subcontractors' personnel in the recognition, avoidance and prevention of unsafe conditions. Hazards to the safe use of the premises due to the Contractor's work and/or equipment shall be suitably marked at all times. Pedestrian and vehicle traffic ways shall be kept clear and unobstructed. Contractor is responsible for all traffic control, signage, and protection of area.

13.0 CONTRACTOR VEHICLES & EQUIPMENT: The Contractor shall provide all vehicles and equipment necessary to accomplish the contract work. Power equipment shall be equipped with safety and noise limiting devices.

The equipment shall be in a safe and efficient operating condition. A designated parking area for vehicles and equipment will be provided. Vehicles will not be allowed on lawns or sidewalks without prior written approval. All contractor vehicles shall be neatly placard with the company name.

14.0 CONTINUED USE OF FACILITIES: Buildings, structures, facilities, roads, and utilities will continue in use during contract work if possible.

15.0 UTILITY OUTAGES: All utilities programmed to be interrupted during construction shall be requested in accordance with Section 26.3 of the contract SOW. A "Utility Outage Request" will be completed by the Contractor and submitted to the Project Inspector for approval. No interruptions shall be made until an outage notice is approved and returned to the Contractor. Utilities includes all overhead and underground utilities, building system outages (fire alarm, fire suppression, water, sewer, HVAC, communications etc.), full or partial road closures, and full or partial parking lot closures.

16.0 MAINTENANCE OF AIR FORCE OPERATIONS: It is required and essential that the primary use of the facilities continue uninterrupted throughout the contract period. Work once commenced shall be carried to completion with a minimum of interruption and with the utmost application.

GENERAL SABER: GENERAL REQUIREMENTS 5

17.0 COMMUNICATIONS FACILITIES: The Contractor will not disturb communications wiring and facilities.

Where such facilities require removal for accomplishment of the work involved, the Contractor shall notify the

Contracting Officer at least twenty-one (21) calendar days in advance of the requirement, for the accomplishment of such removals by the Government. The Contractor shall allow for the accomplishment of such removals by the telephone company and communication personnel systems required. If damaged by construction activities, the Contractor shall restore service within 24 hours at no cost to the Government.

18.0 EXCAVATION NEAR UTILITIES: The Contractor shall adhere to Section 19 of the contract SOW when excavating near utilities. Additionally, contractor shall adhere to the following guidelines:

18.1 DIGGING WITHIN 3 FEET OF UTILITIES: Digging within 3 feet of communication cables, electrical cables, gas lines, water lines, and sewer lines shall be performed by hydrovac or hand digging until the utility is exposed. The Project Inspector shall be notified three work days prior to digging within a 3 foot area near utility. A representative from Communications must be present during excavation adjacent communication cables. The utility route must be marked prior to excavation in the area. A digging permit (AF

Form 103) must be completed for any excavation work. The Contractor shall be held responsible for any damage to the utility by excavation procedures. Once the utility is exposed, mechanical excavation may be used if there is no chance of damage to the utility.

18.2 REBURIAL OF EXPOSED UTILITIES: When existing utility lines are reburied, a tape, detectable by pipe detector systems, shall be installed above the uncovered length of the utility at a depth of 12 inches below grade. Tape shall be a minimum 5 mil thick by 3" wide, brightly colored plastic tape with metallic tracer, and lettered to show buried utility type.

18.3 ACCESS TO COMMUNICATIONS MANHOLE OR HANDHOLE: No communications manhole or handhole shall be entered without first obtaining a fiber optic cable briefing. Coordinate through the

Contracting Officer and with the Base Communications Officer.

18.4 REPAIRS TO DAMAGED UTILITIES: All repairs to damaged utilities shall be the responsibility of the Contractor. Repair actions on communications lines must meet the guidelines of, and be inspected by the

Base Communications Squadron. Work to restore lost service must begin within one hour after the cut and must continue unceasingly until the job is completed, tested and accepted.

19.0 SHOP DRAWINGS: Any detailed shop drawings used for a TO will be provided in addition to the Contractor

Design Drawings. Shop drawings will include specially prepared technical data for the project and will consist of drawings, diagrams, performance curves, schedules, calculations, measurements, and will expand the general application to the specific project. Shop drawings will show complete and accurate descriptions of specific equipment or systems to be installed. This will include detailed drawings showing building layouts, site plans, utility routing, material types and installation, anchoring methods, component sizes and mounting methods, spacing, interface with existing systems, mechanical and plumbing systems, wiring and electrical systems, and all other details associated with the installation.

No work shall commence on any phase of a project/TO until the shop drawings pertaining to that phase have been approved.

20.0 EQUIPMENT TESTING: The Contractor shall conduct operational tests of all equipment and systems (i.e.

HVAC, fire alarms, etc.). The equipment and systems shall be demonstrated to operate in accordance with the requirements of the applicable specifications or manufactures recommendations in the presence of the Project Inspector.

The Contractor shall furnish all instruments and personnel required for the tests.

21.0 MATERIAL AND EQUIPMENT DISPOSAL, GENERAL:

21.1 SALVAGEABLE MATERIALS: The following procedures apply to identified salvageable materials in accordance with DOD FAR clause 252.236-7005, "Salvage Materials and Equipment". Items shall be collected and turned-in to the Defense Reutilization and Marketing Office (DRMO) located at Building 1531 on

Malmstrom Air Force Base. The Contractor is responsible for preparing items for turn-in (including segregating and palletizing), and for loading, transporting, and off-loading items at the DRMO facility. The following additional provisions apply:

21.1.1 The Contractor shall provide an itemized listing for salvageable items to the Inspector at least ten working days prior to the day the items are scheduled to be turned in. This listing will be used by the Government to prepare the necessary turn-in documents for the Contractor. The Contractor shall include quantities on the listing for all salvageable materials and the estimated tonnage for scrap metal

GENERAL SABER: GENERAL REQUIREMENTS 6

being turned in. No items will be accepted by DRMO from the Contractor unless they are accompanied by the prepared turn-in document.

21.1.2 The DRMO may refuse to accept materials that are not appropriately prepared for turn-in.

a. Scrap metal must be separated and segregated as ferrous metals, brass/bronze, copper and aluminum.

b. Materials for turn-in that are loaded in an orderly manner on pallets, with the pallets situated to be accessible for handling by forklift, will be off-loaded by the DRMO. Government furnished pallets will be available for pickup at the DRMO.

c. Materials that are not acceptably "palletized" as determined by the Contracting Officer (CO) or designated representative, shall be off-loaded by the Contractor at the location designated by DRMO and stacked in a manner stipulated by DRMO.

21.1.3 Unless otherwise stipulated herein or by the Contracting Officer, salvageable items normally will include the following:

a. Plumbing fixtures that are not broken including lavatories, water closets and urinals, to include associated faucets and valves.

b. Light fixtures, electric panels, enclosed switches and similar type items.

c. Items of electrically powered equipment including fans, motors, refrigeration/air conditioning units or system components, pumps, water heaters, and similar items of equipment.

d. Valves, regulators, heat exchangers, unit heaters, converters, and similar items of heating or heating system components.

e. Doors, windows, door closures, lock sets, and similar type items unless specifically identified as exempt.

f. Scrap metal including cast iron and steel pipe and pipe fittings, copper pipe and wire, aluminum sheet metal and wire.

21.1.4 Items designated for turn-in to DRMO that contain or have been coated or covered with materials that are, or which could become, hazardous if spilled or disturbed in handling, (such as items containing asbestos, and fuel/waste storage tanks), shall be cleaned to remove all such hazardous or potentially hazardous materials prior to turn-in. Cleaning shall be accomplished in accordance with all applicable local, state and federal regulations. Residue from cleaning operation will be collected and disposed of by the Contractor in accordance with all local, state and federal regulations.

21.1.5 Turn-in's must be timed to arrive at the DRMO facility at the scheduled turn in time.

21.1.6 Twenty-four hours advance coordination is required for off-loading. Failure to make advance coordination may result in delayed off-loading. The DRMO area is a controlled access facility. It is required that all persons desiring entry to the facility sign-in at the DRMO office.

21.2 MATERIAL REMOVED: All materials removed from and not reused in the project as specified herein or shown on the applicable drawings remain the property of the Government, except as noted below. The

Contracting Officer will determine if materials removed from the job site are salvageable or unsalvageable.

Salvageable materials shall be disposed of as directed by the Contracting Officer. Materials to be removed shall be removed without damage to adjacent areas. All damage resulting from removal shall be repaired by the

Contractor at no cost to the Government with materials of like nature, type and construction as were damaged or exist adjacent to the areas to be repaired.