FA5685-18-R-0003_-_Attach_1-_MACC_General_Specifications.pdf

SPECIFICATIONS

FOR

INCIRLIK AIR BASE, TURKEY

FA5685-18-R-0003 - Attach 1- MACC General Specifications

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 40 SUMMARY OF WORK

01 11 00.10 40 REQUIREMENTS FOR DESIGN PORTION OF DESIGN BUILD PROJECTS

01 14 00 WORK RESTRICTIONS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 13 REQUEST FOR PROPOSAL TO DESIGN BUILD

01 35 30 SAFETY, HEALTH, AND EMERGENCY RESPONSE (HTRW/UST)

01 45 00.00 20 CONSTRUCTION QUALITY CONTROL

01 45 04.00 10 CONTRACTOR QUALITY CONTROL

01 50 02.00 10 TEMPORARY CONSTRUCTION FACILITIES

01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23.00 10 STORM WATER POLLUTION PREVENTION MEASURES

01 77 00.00 20 CLOSEOUT PROCEDURES

01 78 02.00 10 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 61 23 REMOVAL AND DISPOSAL OF PCB CONTAMINATED SOILS

02 65 01.00 10 UNDERGROUND STORAGE TANK REMOVAL

02 66 00 SELECT FILL AND TOPSOIL FOR LANDFILL COVER

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 82 33.13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

02 83 13.00 20 LEAD IN CONSTRUCTION

02 83 19.00 10 LEAD BASED PAINT HAZARD ABATEMENT, TARGET HOUSING & CHILD

OCCUPIED FACILITIES

02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBs)

DIVISION 03 - CONCRETE

03 01 30.71 CONCRETE REHABILITATION

03 11 13.00 10 STRUCTURAL CONCRETE FORMWORK

03 11 14.00 10 FORMWORK FOR CONCRETE

03 15 13.00 10 EXPANSION JOINTS, CONTRACTION JOINTS, AND WATERSTOPS

03 15 14.00 10 EXPANSION, CONTRACTION AND CONSTRUCTION JOINTS IN

CONCRETE FOR CIVIL WORKS

03 20 00.00 10 CONCRETE REINFORCING

03 20 01.00 10 CONCRETE REINFORCEMENT

03 20 02 STEEL BARS AND WELDED WIRE FABRIC FOR CONCRETE

REINFORCEMENT FOR CIVIL WORKS

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 30 04 CONCRETE FOR MINOR STRUCTURES

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 31 00.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 33 00 CAST-IN-PLACE ARCHITECTURAL CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 37 00 PREPLACED-AGGREGATE CONCRETE

03 37 13 SHOTCRETE

03 39 00.00 10 CONCRETE CURING

03 51 00 ROOF DECKING, CAST-IN-PLACE LOW DENSITY CONCRETE

03 52 00 LIGHTWEIGHT CONCRETE ROOF INSULATION

PROJECT TABLE OF CONTENTS Page 1

03 70 00 MASS CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

04 21 13.13 NONBEARING MASONRY VENEER/STEEL STUD WALLS

04 21 26 GLAZED STRUCTURAL CLAY TILE AND PREFACED CONCRETE MASONRY

UNITS

04 23 00 GLASS MASONRY UNITS

DIVISION 05 - METALS

05 05 23.13 10 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 50 00 METAL: MISCELLANEOUS AND FABRICATIONS

05 50 03.00 10 METALWORK FABRICATION, MACHINE WORK, MISCELLANEOUS

PROVISIONS

05 50 04.00 10 METALS: MISCELLANEOUS, STANDARD ARTICLES, SHOP

FABRICATED ITEMS FOR CIVIL WORKS STRUCTURES

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 12 00 BUILT-UP BITUMINOUS WATERPROOFING

07 14 00 FLUID-APPLIED WATERPROOFING

07 19 00 WATER REPELLENTS

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 32 13 ROOF TILES

07 41 13 NON-STRUCTURAL METAL ROOFING

07 42 13 METAL WALL PANELS

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 61 13.00 10 STRUCTURAL STANDING SEAM METAL ROOF (SSSMR) SYSTEM

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 61 15.00 20 ALUMINUM STANDING SEAM ROOFING

07 72 00 ROOF VENTILATORS, GRAVITY-TYPE

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 13 73 SLIDING METAL DOORS

08 14 00 WOOD DOORS

08 32 13 ALUMINUM SLIDING GLASS DOORS

08 33 13 METAL ROLLING COUNTER DOORS

08 33 23 OVERHEAD COILING DOORS

PROJECT TABLE OF CONTENTS Page 2

08 34 02 BULLET-RESISTANT COMPONENTS

08 34 16.10 STEEL SLIDING HANGAR DOORS

08 34 59 SECURITY VAULT DOOR

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

08 36 13 SECTIONAL OVERHEAD DOORS

08 36 19 VERTICAL LIFT DOORS

08 39 53 BLAST RESISTANT DOORS (OVAL ARCH MAGAZINES)

08 39 54 BLAST RESISTANT DOORS

08 51 14.00 10 ALUMINUM AND ENVIRONMENTAL CONTROL ALUMINUM WINDOWS

08 51 23 STEEL WINDOWS

08 52 00 WOOD WINDOWS

08 52 70 WOOD WINDOWS - REPAIR AND REHABILITATION

08 53 00 PLASTIC WINDOWS

08 56 46.10 20 RADIO FREQUENCY SHIELDED ENCLOSURES, DEMOUNTABLE TYPE

08 56 46.20 20 RADIO FREQUENCY SHIELDED ENCLOSURES, WELDED TYPE

08 56 53 BLAST RESISTANT TEMPERED GLASS WINDOWS

08 56 63 DETENTION AND SECURITY WINDOWS

08 62 00 SKYLIGHTS

08 71 00 DOOR HARDWARE

08 71 63 DETENTION HARDWARE

08 81 00 GLAZING

08 88 53 DETENTION AND SECURITY GLAZING

08 91 00 METAL [WALL] [AND] [DOOR] LOUVERS

DIVISION 09 - FINISHES

09 22 36.00 20 FURRING AND LATHING

09 22 37.00 10 LATHING AND PLASTERING

09 23 82.00 40 FIREPROOF GYPSUM PLASTERING

09 24 23 STUCCO

09 26 00 VENEER PLASTER

09 29 00 GYPSUM BOARD

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

09 51 00 ACOUSTICAL CEILINGS

09 62 50.10 THIN FILM FLOORING SYSTEM FOR AIRCRAFT MAINTENANCE

FACILITIES

09 62 50.12 EPOXY MORTAR FLOORING SYSTEM FOR AIRCRAFT MAINTENANCE

FACILITIES

09 64 23 WOOD PARQUET FLOORING

09 65 00 RESILIENT FLOORING

09 65 66 RESILIENT ATHLETIC FLOORING

09 66 13 PORTLAND CEMENT TERRAZZO

09 66 16 TERRAZZO TILE

09 67 00 FLUID-APPLIED FLOORING

09 68 00 CARPET

09 72 00 WALL COVERINGS

09 83 13 ACOUSTICAL WALL TREATMENT

09 90 00 PAINTS AND COATINGS

09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES

09 97 23.13 INTERIOR LINING FOR CONCRETE STORAGE TANKS (FOR PETROLEUM

FUELS)

09 97 23 METALLIC TYPE CONDUCTIVE/SPARK RESISTANT CONCRETE FLOOR

FINISH

DIVISION 10 - SPECIALTIES

10 14 01 EXTERIOR SIGNAGE

10 14 02 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

PROJECT TABLE OF CONTENTS Page 3

10 21 23.16 CUBICLE TRACK AND HARDWARE

10 22 13 WIRE MESH PARTITIONS

10 22 19 DEMOUNTABLE MOVABLE PARTITIONS

10 22 26.13 ACCORDION FOLDING PARTITIONS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 51 13 METAL LOCKERS

10 56 13 STEEL SHELVING

DIVISION 11 - EQUIPMENT

11 13 10 DOCK LEVELERS

11 31 13 ELECTRIC KITCHEN EQUIPMENT

11 46 01.00 10 FOOD SERVICE EQUIPMENT

11 68 13 PLAYGROUND EQUIPMENT

DIVISION 12 - FURNISHINGS

12 35 30.00 10 RESIDENTIAL CABINETS AND COUNTERTOPS

12 36 00.00 20 MANUFACTURED VANITIES

12 50 00 FURNITURE SYSTEMS

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 21 26 COLD-STORAGE ROOMS (PREFABRICATED PANEL TYPE)

13 27 54.00 10 ELECTROMAGNETIC (EM) SHIELDING

13 34 19 PREENGINEERED METAL BUILDINGS

13 34 20 METAL BUILDING SYSTEMS (MINOR REQUIREMENTS)

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 12 00 STANDPIPE SYSTEMS

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 17.00 10 DRY PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 18.00 10 PREACTION AND DELUGE SPRINKLER SYSTEMS, FIRE PROTECTION

21 13 20.00 20 FOAM FIRE EXTINGUISHING FOR AIRCRAFT HANGARS

21 13 21.00 20 FOAM FIRE EXTINGUISHING FOR FUEL TANK PROTECTION

21 13 22.00 20 FOAM FIRE EXTINGUISHING FOR HAZ/FLAM MATERIAL FACILITY

21 21 00 FIRE EXTINGUISHING SPRINKLER SYSTEMS (RESIDENTIAL)

21 21 03.00 10 WET CHEMICAL FIRE EXTINGUISHING SYSTEM

21 23 00.00 20 WET CHEMICAL FIRE EXTINGUISHING FOR KITCHEN CABINET

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 04 00.00 10 PLUMBING, HOSPITAL

22 04 00.00 20 HOSPITAL PLUMBING FIXTURES

22 07 10.00 20 EXTERIOR PIPING INSULATION

22 10 00.00 10 VERTICAL PUMPS, AXIAL-FLOW AND MIXED-FLOW IMPELLER-TYPE

22 11 23.00 10 SUBMERSIBLE PUMP, AXIAL-FLOW AND MIXED-FLOW TYPE

22 15 19.13 20 LARGE NONLUBRICATED RECIPROCATING AIR COMPRESSORS (OVER

300 HP)

22 15 19.19 20 NONLUBRICATED ROTARY SCREW AIR COMPRESSORS (100 HP AND

LARGER)

22 15 26.00 20 HIGH AND MEDIUM PRESSURE COMPRESSED AIR PIPING

PROJECT TABLE OF CONTENTS Page 4

22 16 19.26 20 LARGE CENTRIFUGAL AIR COMPRESSORS (OVER 200 HP)

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

22 33 30.00 10 SOLAR WATER HEATING EQUIPMENT

22 62 13.00 20 MEDICAL GAS AND VACUUM PIPING

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 08 00.00 20 HVAC TESTING/ADJUSTING/BALANCING

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 09 23 DIRECT DIGITAL CONTROL FOR HVAC AND OTHER LOCAL BUILDING

SYSTEMS

23 09 33.00 40 ELECTRIC AND ELECTRONIC CONTROL SYSTEM FOR HVAC

23 09 53.00 20 SPACE TEMPERATURE CONTROL SYSTEMS

23 10 00 FUEL STORAGE SYSTEMS

23 11 13.00 20 FUEL OIL PIPING

23 11 16.00 20 FIBERGLASS REINFORCED PLASTIC (FRP) PIPING (FOR PETROLEUM)

23 12 16.00 20 GASOLINE/DIESEL DISPENSING SYSTEMS

23 21 13.00 20 LOW TEMPERATURE WATER [LTW] HEATING SYSTEM

23 21 13.23 20 HIGH, MEDIUM TEMPERATURE WATER SYSTEM WITHIN BUILDINGS

23 23 00 REFRIGERANT PIPING

23 30 13.00 20 DUCTWORK AND DUCTWORK ACCESSORIES

23 33 56 SELF-ACTING BLAST VALVES

23 34 16.00 20 AIR HANDLING UNITS

23 35 00.00 10 OVERHEAD VEHICLE TAILPIPE [AND WELDING FUME] EXHAUST

REMOVAL SYSTEM(S)

23 35 19.00 20 INDUSTRIAL VENTILATION AND EXHAUST

23 40 00.00 10 CHEMICAL, BIOLOGICAL, AND RADIOLOGICAL (CBR) AIR

FILTRATION SYSTEM

23 51 43.00 20 DUST AND GAS COLLECTOR, DRY SCRUBBER AND FABRIC FILTER

TYPE

23 51 43.01 20 MECHANICAL CYCLONE DUST COLLECTOR OF FLUE GAS PARTICULATES

23 51 43.02 20 ELECTROSTATIC DUST COLLECTOR OF FLUE GAS PARTICULATES

23 51 43.03 20 FABRIC FILTER DUST COLLECTOR OF FLY ASH PARTICLES IN FLUE

GAS

23 52 00.00 10 WATER AND STEAM HEATING; OIL, GAS OR BOTH; UP TO 20 MBTUH

23 52 33.03 20 WATER-TUBE BOILERS, OIL/GAS OR OIL

23 52 43.00 20 LOW PRESSURE WATER HEATING BOILERS (UNDER 800,000 BTU/HR

OUTPUT)

23 52 46.00 20 LOW PRESSURE WATER HEATING BOILERS (OVER 800,000 BTU/HR

OUTPUT)

23 54 19 BUILDING HEATING SYSTEMS, WARM AIR

23 57 10.00 10 FORCED HOT WATER HEATING SYSTEMS USING WATER AND STEAM

HEAT EXCHANGERS

23 63 00.00 10 COLD STORAGE REFRIGERATION SYSTEMS

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

23 65 00.00 10 COOLING TOWER

23 66 00.00 20 CENTRAL REFRIGERATION EQUIPMENT FOR AIR CONDITIONING

23 69 00.00 20 REFRIGERATION EQUIPMENT FOR COLD STORAGE

23 70 03.00 10 HEATING AND UTILITIES SYSTEMS, CENTRAL STEAM

23 71 19 THERMAL ENERGY STORAGE SYSTEM: ICE-ON-COIL

23 72 00.00 10 ENERGY RECOVERY SYSTEMS

23 76 00.00 10 EVAPORATIVE COOLING SYSTEMS

23 76 00.00 20 EVAPORATIVE COOLING SYSTEM

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

23 81 10.00 00 VRF (VARIABLE REFRIGERANT FLOW) SYSTEM AIR CONDITIONERS

PROJECT TABLE OF CONTENTS Page 5

MULTI SPLIT TYPE HEAT PUMP UNIT

23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS

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

23 82 01.00 10 WARM AIR HEATING SYSTEMS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

23 82 43.00 40 ELECTRIC DUCT HEATERS

23 82 46.00 40 ELECTRIC UNIT HEATERS

23 83 00.00 20 ELECTRIC SPACE HEATING EQUIPMENT

23 84 16.00 20 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 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 13.00 40 MEDIUM-VOLTAGE CABLES

26 05 19.00 10 INSULATED WIRE AND CABLE

26 05 33 DOCKSIDE POWER CONNECTION STATIONS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 05 70.00 40 HIGH VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 13 POWER MONITORING SYSTEM

26 09 23.00 40 LIGHTING CONTROL DEVICES

26 11 13.00 20 PRIMARY UNIT SUBSTATION

26 11 14.00 10 MAIN ELECTRIC SUPPLY STATION AND SUBSTATION

26 11 16 SECONDARY UNIT SUBSTATIONS

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 13 00.00 20 SF6/HIGH-FIREPOINT FLUIDS INSULATED PAD-MOUNTED SWITCHGEAR

26 18 23.00 40 MEDIUM-VOLTAGE SURGE ARRESTERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 22 00.00 10 480-VOLT STATION SERVICE SWITCHGEAR AND TRANSFORMERS

26 23 00 SWITCHBOARDS AND SWITCHGEAR

26 24 16.00 40 PANELBOARDS

26 24 19.00 40 MOTOR CONTROL CENTERS

26 27 13.10 30 ELECTRIC METERS

26 28 00.00 10 MOTOR CONTROL CENTERS, SWITCHBOARDS AND PANELBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 28 02 [SHORT-CIRCUIT/COORDINATION STUDY/ARC FLASH HAZARD]

26 28 21.00 40 AUTOMATIC TRANSFER SWITCHES

26 29 01.00 10 ELECTRIC MOTORS, 3-PHASE VERTICAL INDUCTION TYPE

26 29 02.00 10 ELECTRIC MOTORS, 3-PHASE VERTICAL SYNCHRONOUS TYPE

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 14.00 10 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY

APPLICATIONS

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH

AUXILIARIES

26 32 26 MOTOR-GENERATOR SETS, 400 HERTZ (HZ)

26 32 33.00 10 UNINTERRUPTIBLE POWER SUPPLY (UPS) SYSTEM ABOVE 15 KVA

CAPACITY

26 35 33.00 40 POWER FACTOR CORRECTION EQUIPMENT

26 35 43 400-HERTZ (HZ) SOLID STATE FREQUENCY CONVERTER

26 35 46.00 20 RADIO FREQUENCY INTERFERENCE POWER LINE FILTERS

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 36 23.00 20 AUTOMATIC TRANSFER SWITCHES

PROJECT TABLE OF CONTENTS Page 6

26 41 00.00 40 LIGHTNING PROTECTION SYSTEM

26 41 00 LIGHTNING PROTECTION SYSTEM

26 41 01.00 10 LIGHTNING PROTECTION SYSTEM

26 42 13.00 20 CATHODIC PROTECTION BY GALVANIC ANODES

26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 42 15.00 10 CATHODIC PROTECTION SYSTEM (STEEL WATER TANKS)

26 42 17.00 10 CATHODIC PROTECTION SYSTEM (IMPRESSED CURRENT)

26 42 19.00 20 CATHODIC PROTECTION BY IMPRESSED CURRENT

26 42 19.10 CATHODIC PROTECTION SYSTEMS (IMPRESSED CURRENT) FOR LOCK

MITER GATES

26 42 22.00 20 CATHODIC PROTECTION SYSTEM FOR STEEL WATER TANKS

26 51 00 INTERIOR LIGHTING

26 52 00.00 40 EMERGENCY LIGHTING

26 53 00.00 40 EXIT SIGNS

26 54 21.00 10 HELIPAD LIGHTING AND VISUAL NAVIGATION AIDS

26 55 53.00 10 EXTERIOR LIGHTING INCLUDING SECURITY AND CCTV APPLICATIONS

26 55 53.00 40 SECURITY LIGHTING

26 55 80.00 20 SURGICAL LIGHTING FIXTURES

26 56 00 EXTERIOR LIGHTING

26 56 13.00 40 LIGHTING POLES AND STANDARDS

26 56 19.00 40 ROADWAY LIGHTING

26 56 20.00 10 AIRFIELD AND HELIPORT LIGHTING AND VISUAL NAVIGATION AIDS

26 56 23.00 40 AREA LIGHTING

26 56 36.00 40 FLOOD LIGHTING

26 60 13.00 40 LOW-VOLTAGE MOTORS

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 05 29.00 10 PROTECTIVE DISTRIBUTION SYSTEM (PDS) FOR SIPRNET

COMMUNICATION SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 13 23.00 40 COMMUNICATIONS OPTICAL BACKBONE CABLING

27 21 00.00 20 INTERCOMMUNICATION SYSTEM

27 41 00.00 10 NURSE CALL AUDIO-VISUAL (NCAV) SYSTEM

27 51 13.00 10 RADIO PAGING SYSTEM

27 51 16 RADIO AND PUBLIC ADDRESS SYSTEMS

27 52 23.00 20 NURSE CALL SYSTEM

27 52 32.00 10 NURSE CALL TONE-VISUAL (NCTV) SYSTEM

27 54 00.00 20 COMMUNITY ANTENNA TELEVISION (CATV) SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26.00 40 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

28 16 00.00 20 BASIC INTRUSION DETECTION SYSTEMS (IDS)

28 16 01.00 10 SMALL INTRUSION DETECTION SYSTEM

28 20 00.00 20 ELECTRONIC SECURITY SYSTEMS (ESS), COMMERCIAL

28 20 01.00 10 ELECTRONIC SECURITY SYSTEM

28 20 02 CENTRAL MONITORING SERVICES FOR ELECTRONIC SECURITY

SYSTEMS

28 23 23.00 10 CLOSED CIRCUIT TELEVISION SYSTEMS

28 31 00.00 10 FIRE DETECTION AND ALARM SYSTEM, DIRECT CURRENT LOOP

28 31 02.00 20 FIRE ALARM REPORTING SYSTEMS - DIGITAL COMMUNICATORS

28 31 13.00 40 FIRE DETECTION AND ALARM CONTROL, GUI, AND LOGIC SYSTEMS

28 31 33.00 10 FIRE ALARM REPORTING SYSTEM, RADIO TYPE

28 31 49 CARBON MONOXIDE DETECTORS

28 31 63.00 20 ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

PROJECT TABLE OF CONTENTS Page 7

28 31 75.00 10 CENTRAL FIRE ALARM SYSTEM, DIGITAL ALARM COMMUNICATOR TYPE

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 05 20 GEOSYNTHETIC DRAINAGE LAYER

31 05 22 GEOTEXTILES USED AS FILTERS

31 11 00 CLEARING AND GRUBBING

31 21 00 PIPING; OFF-GAS

31 23 00.00 20 EXCAVATION AND FILL

31 31 16.21 MESH TERMITE BARRIER

31 32 11 SOIL SURFACE EROSION CONTROL

31 60 00 FOUNDATION PREPARATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.51 RUBBER AND PAINT REMOVAL FROM AIRFIELD PAVEMENTS

32 01 11.52 RUNWAY RUBBER REMOVAL

32 01 13.00 20 EMULSIFIED ASPHALT SEAL COATS [WITH] [WITHOUT] AGGREGATE

32 01 13 BITUMINOUS SEAL AND FOG COATS

32 01 16.17 COLD MILLING OF BITUMINOUS PAVEMENTS

32 01 17.16 SEALING OF CRACKS IN BITUMINOUS PAVEMENTS

32 01 19.61 RESEALING OF JOINTS IN RIGID PAVEMENT

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 01 28 PATCHING OF RIGID PAVEMENTS

32 01 29.61 PARTIAL DEPTH PATCHING OF RIGID PAVEMENT

32 10 00 [PERVIOUS] BITUMINOUS CONCRETE PAVEMENT

32 11 16.13 SAND-CLAY [BASE] [SUBBASE] COURSE

32 11 16.16 [BASE COURSE FOR RIGID] [AND SUBBASE COURSE FOR FLEXIBLE]

[SUBBASE COURSE FOR PERVIOUS] PAVING

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR [PERVIOUS]

[FLEXIBLE] PAVEMENT

32 11 26.16 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] [SUBBASE] 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 15.13 HOT-MIX ASPHALT AIRFIELD PAVING

32 12 15 HOT-MIX ASPHALT (HMA) FOR AIRFIELDS

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

32 12 17 HOT MIX BITUMINOUS PAVEMENT

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

COLD-MIX)

32 12 21 BITUMINOUS ROAD-MIX SURFACE COURSE

32 12 37 FUEL-RESISTANT (COAL TAR) SEALER

32 13 11 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY

PAVEMENTS MORE THAN 10,000 CUBIC YARDS

32 13 13.03 AIRFIELDS AND HEAVY-DUTY CONCRETE PAVEMENT LESS THAN

10000 CUBIC YARDS

32 13 13.06 [PERVIOUS] PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS

AND SITE FACILITIES

PROJECT TABLE OF CONTENTS Page 8

32 13 15.20 CONCRETE PAVEMENT FOR CONTAINMENT DIKES

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 24.00 10 PAVEMENT MARKINGS

32 18 16.13 PLAYGROUND PROTECTIVE SURFACING

32 31 00.00 10 FENCING

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 31 13 CHAIN LINK FENCES AND GATES

32 31 26 WIRE FENCES AND GATES

32 84 24 IRRIGATION SPRINKLER SYSTEMS

32 92 19 SEEDING

32 92 23 SODDING

32 92 26 SPRIGGING

32 93 00 EXTERIOR PLANTS

32 96 00 TRANSPLANTING EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 05 16 CONCRETE POLES

33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 09 53 AVIATION FUEL PUMP CONTROL AND ANNUNCIATION SYSTEM

33 11 00 WATER DISTRIBUTION

33 11 23.00 20 NATURAL GAS AND LIQUID PETROLEUM PIPING

33 12 33.00 30 WATER UTILITY METERING

33 16 15 WATER STORAGE STEEL TANKS

33 20 00 WATER WELLS

33 30 00 SANITARY SEWERS

33 34 00 FORCE MAINS AND INVERTED SIPHONS; SEWER

33 40 01 STORM DRAINAGE

33 46 13 FOUNDATION DRAINAGE SYSTEM

33 46 16 SUBDRAINAGE SYSTEM

33 47 13 POND AND RESERVOIR LINERS

33 51 01.00 10 GAS PIPING SYSTEMS

33 52 13 EXTERIOR FUEL DISTRIBUTION

33 52 43.00 20 AVIATION FUEL DISTRIBUTION AND DISPENSING

33 56 13 ABOVEGROUND FUEL OIL STORAGE TANKS

33 60 00.00 10 CENTRAL HIGH TEMPERATURE WATER (HTW) GENERATING PLANT AND

AUXILIARIES

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

33 65 00 CLEANING PETROLEUM STORAGE TANKS

33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

33 71 02.00 20 UNDERGROUND ELECTRICAL DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 73 00.00 40 UTILITY TRANSFORMERS

33 75 00.00 40 SWITCHGEAR AND PROTECTION DEVICES

33 77 36.00 40 MEDIUM-VOLTAGE UTILITY FUSES

33 81 27 PIER TELEPHONE DISTRIBUTION SYSTEMS

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

33 82 01 INTERCOMMUNICATION SYSTEM

DIVISION 34 - TRANSPORTATION

34 43 00.00 20 AIRFIELD LIGHTING

34 71 13.19 ACTIVE VEHICLE BARRIERS

DIVISION 40 - PROCESS INTEGRATION

PROJECT TABLE OF CONTENTS Page 9

40 05 13 PIPELINES, LIQUID PROCESS PIPING

40 17 26.00 20 WELDING PRESSURE PIPING

40 95 00 PROCESS CONTROL

40 95 33.23 20 FIBER OPTIC (FO) OUTSIDE PLANT (OSP) MEDIA

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 65 10.00 10 DIESEL/NATURAL GAS FUELED ENGINE PUMP DRIVES

DIVISION 42 - PROCESS HEATING, COOLING, AND DRYING EQUIPMENT

42 22 00.00 10 LIQUID CHILLERS

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

EQUIPMENT

43 02 00 WELDING PRESSURE PIPING

43 15 00.00 20 LOW PRESSURE COMPRESSED AIR PIPING (NON-BREATHING AIR

TYPE)

43 21 29 FLOW MEASURING EQUIPMENT POTABLE WATER, SEWAGE TREATMENT

PLANT

DIVISION 44 - POLLUTION CONTROL EQUIPMENT

44 42 53 PARALLEL PLATE OR VERTICAL TUBE, GRAVITY OIL-WATER

SEPARATOR

44 46 00 PUMPS; SEWAGE AND SLUDGE

44 46 20 FLOATING COVER FOR SLUDGE-DIGESTION TANKS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 10

SECTION 01 11 00.00 40

SUMMARY OF WORK

06/06

PART 1 GENERAL

1.1 SUMMARY

The work to be performed under this project consists of providing the labor, equipment, and materials as shown on the Contract Documents.

The work includes but not limited to the following;

The contract drawings, which accompany this specification, are a part of the Contract Documents.

1.2 EXISTING WORK

Protect existing vegetation, structures, equipment, utilities, pavement and improvements.

Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.2.1 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.2.2 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Upon receipt of Government Furnished Equipment, the Contractor shall submit records in accordance with paragraph entitled, "Government Furnished Property," of this section.

Submit the following items to the Contracting Officer:

Utility Outage Requests Utility Connection Requests Welding Permits

1.4 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NO TITLE

T1 1 OF XX TITLE SHEET / PROJECT INDEX

T2 2 OF XX TITLE SHEET / CODE REVIEW

XX 3 OF XX

XX 4 OF XX

XX 5 OF XX

A CD copy of contract drawings, maps, blank cost estimates, and specifications will be furnished to the Contractor without charge.

Reference publications will not be furnished.

Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

1.5 WORK RESCHEDULING

Contractor shall allow for delays where construction activity is prohibitive. Government will provide 24 hour notification each time the restrictions are invoked.

Normal duty hours for work shall be from 07:30 a.m. to 16:30 p.m., Monday through Friday. Requests for additional work shall require written approval from the Contracting Officer 7 days in advance of the proposed work period.

Include 3 weeks at the beginning of the project for utility check coordination with the O&M (If O&M cannot make it at first request, it can be slipped for next week) to be able to start mobilization at site.

Include 3 weeks at the end of the project for Pre-final/Final Inspections, O&M training, etc. (If O&M cannot make it at first request, it can be slipped for next week)

1.5.1 WORK IN RESTRICTED AREAS

Contractors performing work in restricted areas will encounter temporary delays and full exclusion days due to mission requirements. The contractor should prepare their proposals and schedules with the expectation that there will be 8.5 work days of delays for every 50 scheduled calendar days during the total contract period. The Contractor will also experience shorter work hours due to access requirements in the morning and evening.

1.6 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.7 GOVERNMENT FURNISHED PROPERTY

Government will furnish to the Contractor the following property to be incorporated or installed in the work, or used in its performance. Such property will be furnished Free On Board (F.O.B.) at the salvage receiving point shown in the table below.

[SALVAGE

DATE RECEIVING

ITEM DESCRIPTION QUANTITY AVAILABLE POINT

Quantities indicated for the above-listed items marked with an asterisk are estimates. It is the intention of the Government to furnish all quantities of the asterisk items required to complete the work as specified and the various quantities will be adjusted when necessary.

Quantities stated for the above items not marked with an asterisk are all that will be furnished by the Government. Contractor shall furnish any additional quantities required.

1.8 ON-SITE PERMITS

1.8.1 Utility Outage Requests and Utility Connection Requests

Notify the Contracting Officer at least 48 hours prior to starting excavation work. Contractor is responsible for marking and verifying all utilities not marked.

The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed. But indicated in locations to be transversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends.

Contracting Officer may permit utility outages at his discretion.

Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 15 calendar days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.8.2 Borrow, Excavation, Welding, and Burning Permits

ACTIVITY SUBMISSION DATE

Welding Permits Daily from Fire Department

Permits shall be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on project site.

Any burning of trash or rubbish shall be done in strict compliance with requirements established by the authority having jurisdiction.

1.9 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at the Government designated storage area.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

Clean Soil to Old Sewage Lagoons:

Any project that is anticipated to have clean soil excavation which will not be reused and needs to be removed must be registered w/ TURAF CE to relocate the designated soil fill to the old lagoons.

Contractors of such projects need to inform their inspectors and need to visit TURAF CE together to get project properly registered.

Contractors are permitted to relocate clean soil to the old lagoons for excavation only. NO CONSTRUCTION DEBRIS is allowed to be dumped.

At the end of each work day all soil delivered to the lagoons needs to be properly leveled and compacted by machinery even if it is only one truck load. The leveling needs to be IAW the rest of the landfill and needs to properly allow for positive drainage.

On individual projects, Contractors will be provided with a map of which area of the lagoons that are allowed to relocate clean soil to.

1.10 EPA DESIGNATED ITEMS INCORPORATED IN THE WORK

Various sections of the specifications contain requirements for materials that have been designated by EPA as being products which are or can be made with recovered or recycled materials. These items, when incorporated into the work under this contract, shall contain at least the specified percentage of recycled or recovered material. A waiver must be completed and submitted by the Contractor, and approved by the Contracting Officer, if EPA designated products within this specification do not meet the required recovered or recycled content percentages. The following EPA designated products are included in this specification:

a. Fly Ash in Concrete

b. Blast Furnace Slag in Concrete

c. Glass Cullet in Fiberglass Insulation

d. Slag in Mineral-Fiber Insulation

e. Steel in Toilet Compartments

f. Plastic in Toilet Compartments

g. Rigid Foam in Insulation

h. Reprocessed Latex Paint

i. Rubber in Floor Tile

j. Postconsumer Paper

k. Polyethylene Terephthalate in Carpet

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

See below

3.1 PURPOSE/SCOPE:

1. MACC is a multiple award, competitive Indefinite Delivery/Indefinite

Quantity (IDIQ) construction acquisition contract, including three work elements: Design/Build, Bid/Build, and/or Design Only. Projects are based on a general statement of work further defined with each individual Task

Order (TO). The purpose of this MACC contract is to provide low-cost sustainment and restoration & modernization construction projects to include, but not limited to, maintenance, repair, upgrades, restoration, minor construction and new construction of facilities and utilities infrastructure at Incirlik Air Base and its GSU’s (geographically separated units) in Ankara and Izmir.

2. The work will include, but not limited to: water, electrical, fuel, sewer and storm drainage distribution systems; demolition; excavation; road and pavement repair; roof repair; plumbing; electrical; lighting; lightning protection; structural; mechanical and heating, ventilation and air conditioning (HVAC); concrete work; fire detection, alarm and suppression systems; and environmental remedial work. Project work may also include

Anti-Terrorism and Force Protection (AT/FP) type projects.

3. The individual TO’s will include all fields of engineering, including architectural, civil, electrical and mechanical. Design/Build type TO’s will require the Contractor to provide various levels of project design effort, from simple minimally designed shop drawings to full project design drawing packages. The method of the required design work is solely up to the Contractor – the Contractor can utilize his own in-house planners or design engineers, or obtain the services of a full-service architect-engineer (AE) firm. If the government deems it necessary to obtain the services of an outside AE firm, this will be stipulated per individual TO.

4. The Contractor shall verify for accuracy, the as-built information

(drawings, etc.) provided by the Government and shall verify the existing site conditions on all TO’s. The Government does not guarantee the accuracy and/or completeness of the information and details provided with each TO. The Contractor will be provided time to verify the existing site conditions for each TO prior to submitting his proposals.

3.2 INDIVIDUAL TASK ORDER GENERAL REQUIREMENTS:

1. TO’s will range from $2,500.00 and up. The Government’s individual

TO’s will detail the requirements necessary for the Contractor to be able to provide a “complete” project package back to the Government. The

Contractor shall prepare and submit a “complete” project package to the

Government for each TO. The complexity and detail of the “complete” project package will vary for each TO – with the goal of minimizing the deliverables as much as possible. The Contractor shall provide key contract deliverables, as required per the TO, consisting of, but not limited to, plans, shop drawings or project contract drawings, technical specifications, design and/or construction schedule(s), cost estimate, design analysis, etc. For example, the government may provide a 10% concept drawing, and expect only a 35% package back from the Contractor as a “complete” and final deliverable; the Contractor would then proceed with construction immediately.

2. The Contractor is 100% responsible for the technical accuracy and adequacy of all aspects of the project TO. The Contractor will not be absolved of any errors that occur due to incorrect as-built information.

The Contractor will be provided full access to facilities and utility systems, with a minimum of 15 to 30 days to prepare his bid estimates for more complex TO’s. Examples of as-built verification activities includes, but is not limited to, partial demolition of walls, underground cable/utility detection, entering electric transformer substations, etc.

3. Key personnel minimum requirements and certifications will be specified in each individual TO. The below sections detail typical expectations for the different engineering disciplines, unless otherwise waived by the contracting officer.

i. Electrical, Communications, Mechanical, and Civil Engineering, and

Architecture

1. Minimum ten years’ experience for any design work.

2. Minimum three years’ experience for any site supervision.

ii. Provide key personnel who are regularly and professionally engaged in the business of the design, application, installation and testing of the specified systems and/or equipment. Systems in general could be anything to do with electrical, mechanical, communications, architectural, or structural. There may be one key person or more key persons proposed for a solicitation, depending upon how many of the key roles each has successfully provided. Each of the key personnel shall demonstrate experience in providing successful systems within the past 3 years for design and construction.

iii. Supervisors and installers assigned to the installation of a system or any of its components shall be certified Installers, Technician Level.

Contractor is required to submit documentation of current certification for each of the key personnel. In lieu of certification, supervisors and installers assigned to the installation of a system or any of its components shall have a minimum of 3 years’ experience in the installation of the specified components. In the case of equipment installations, they shall have factory or factory approved certification from each equipment manufacturer indicating that they are qualified to install and test the provided products.

iv. Submit documentation for a minimum of three and a maximum of five successful system designs (for design engineers) or installations (for technicians) for each of the key personnel. Documentation for each key person shall include at least two successful system designs/installations, provided that are equivalent in system size and in construction complexity to the system proposed for a particular solicitation. Include specific experience in designing/installing and testing the system and provide the names and locations of at least two project installations successfully completed. All of the existing system installations offered by the key persons as successful experience shall have been in successful full-time service for at least 18 months prior to the issuance date for a particular solicitation. Provide the name and role of the key person, the title, location, and completed design/installation date of the referenced project, the referenced project owner point of contact information including name, organization, title, and telephone number, and generally, the referenced project description including system size and construction complexity.

v. Indicate that all key persons are currently employed by the contractor, or have a commitment to the contractor to work on a particular project. All key persons shall be employed by the contractor at the date of issuance of a particular solicitation, or if not, have a commitment to the contractor to work on a particular project by the date that the bid was due to the

Contracting Officer. Note that only the key personnel approved by the

Contracting Officer in the successful proposal shall do work on a particular solicitation's system(s). Key personnel shall function in the same roles in a particular contract, as they functioned in the offered successful experience. Any substitutions for the contractor's key personnel require approval by the Contracting Officer.

3.3 QUALITY CONTROL REQUIREMENTS:

1. The Contractor shall submit a detailed Quality Control Plan with his initial proposal for the MACC contract. This plan should be as complete as possible for all anticipated work requirements, and shall be in force on all individual TO’s. A Separate Quality Control Plan will not be required on individual TO’s, unless otherwise requested in each RFP issued for project specific requirements.

2. Quality Control Program shall include designs done by engineers and architects who are registered with TMMOB (Union of Chambers of Turkish

Engineers and Architects), and whose degrees are appropriate for the design work they are doing. For example, fire suppression system designs shall be reviewed and signed by a TMMOB registered mechanical engineer with relevant experience. Documentation showing the proper individual’s registration shall be submitted – if requested.

3. The Government's review shall not to be considered a “Quality Control” review. The Contractor shall provide his own internal design and construction Quality Control procedures IAW his Quality Control Plan. The

Government shall not “approve”, “accept” or “verify” the accuracy/completeness of the Contractor’s TO package. The Government shall

“acknowledge receipt of” the Contractor’s TO package. The Government’s review of the Contractor’s TO packages does not relieve the Contractor from his responsibility to meet all project requirements and minimum code requirements for all aspects of design and construction. During both the design and construction phases of a TO, any errors, inaccurate information, missing data, code violations, etc., noted during the project performance period and during the project warranty period – shall be solely the responsibility of the Contractor to resolve and correct at no additional cost to the Government. The Contractor shall at the completion of a TO – provide the Government with a safe, complete and usable infrastructure, facility, utility system, etc.

4. The Contractor shall conduct and document a formal Constructability and

Maintainability Review prior to starting construction. On all projects, the constructability/maintainability review shall be a project deliverable completed before the design/planning phase ends and the construction performance phase begins.

3.4 SAFETY PLAN REQUIREMENTS:

1. The Contractor shall submit a detailed Safety Plan with his initial proposal for the MACC contract. This plan should be as complete as possible for all anticipated work requirements, and shall be in force on all individual TO’s. A Separate Safety Plan will not be required on individual TO’s, unless otherwise requested in each RFP issued for project specific requirements.

3.5 QUALITY ASSURANCE – DESIGN:

1. Hand-written quality control check set mark-ups, initialed by each discipline engineer must be submitted with all design submittals, in the color code format outlined in Section 2.2, DESIGN QUALITY of the MACC

Design Guide.

2. All “final” plans, shop drawings and/or final design drawings shall be signed by the Contractor. For 100% final design drawings, the complete names of the designers, checkers, and reviewers shall appear in the drawing’s title block. Checkers shall be TMMOB-registered, discipline-specific design engineers, not involved in the design of the project.

Reviewers shall be company owners.

3.6 DESIGN AND DESIGN/BUILD GENERAL REQUIREMENTS:

1. The Contractor shall be solely responsible for the technical accuracy and adequacy of all aspects of the “final” project design. General and detail drawings shall have a well-defined and clear convention for referencing all details, in accordance with (IAW) base standards. The level of detail, whether by plan, shop drawing, or “full” design shall clearly show sufficient adequacy of design and demonstrate conformance of the design with the intent of the project TO.

2. The Contractor shall provide materials, equipment and designs which meet or exceed the intended Form, Fit, and Function (F3) of the facility, system, or infrastructure required. F3 can be defined as the physical, functional, and performance characteristics or specifications that uniquely identify a facility, and/or any of its component parts or devices and determine their interchangeability in a system. Of equal importance, the materials and equipment provided shall meet or exceed the Reliability, Availability, and Maintainability (RAM) requirements that are base standards. RAM is defined as materials and equipment that has a low failure rate and is readily available (including all component replacement parts on the local market), and, to the extent possible, conform to the maintenance practices and existing parts already maintained.

3. The Contractor should use restraint in the level of detail and number of drawings prepared. The table below outlines the appropriate level of detail for a design-build project of “normal” complexity. The specifications will vary in level of detail. A performance specification may be as simple as to require conformance to regulatory and industry standards such as the International Building Code (IBC), National Electric

Code (NEC), American Society of Heating, Refrigeration, and Air

Conditioning Engineers (ASHRAE), or listing acceptable manufacturers and general characteristics of the system. Detailed specifications may specifically identify the salient characteristics, the manufacturer and model number, or equal, with specific installation requirements. If detailed specifications are required, including specific text reference commercial standards.

Design

Element

Specificati ons

Narrati ve

Level of Completion of Design

Drawings

35% 65% 95%

Site Prescriptiv e Yes * * *

Utilities Performance Yes * *

Floor Plan N/A No * * *

Elevations N/A No * *

Finishes Prescriptiv e

No *

Schedules Prescriptiv e

No *

HVAC Performance Yes * *

Plumbing Performance Yes * *

Controls Performance Yes * *

Power Performance Yes * *

Lighting Prescriptiv e

Yes

Fire

Protection

Performance Yes

Foundation Performance Yes * * *

Floor

Framing

Performance Yes *

Roof

Framing

Performance Yes

Details Performance Yes * *

Definitions:

Prescription: Specifications define the specific material and/or process to be used in the project.

Performance: Specifications define the use of condition of the end product without providing specific details.

Narrative: General specifications defining the concept, content, and need for the facility or components.

4. The Contractor will run all design review meetings, not the Contracting

Officer’s technical representative. At the design review meetings, Contractor must write the minutes of the meeting, run through all design review comments, making notes to accept, reject, or conduct further study, for each comment, and run through the constructability review checklist.

After the meeting, Contractor must provide documentation of minutes and all checklists required in MACC Design Guide.

5. The Contractor is expected to work with the User during the planning/design of a project to verify required phasing and expected building occupancy during construction. The Contractor shall coordinate this requirement with the Contracting Officer’s technical representative.

The Contracting Officer’s technical representative shall accompany the

Contractor during the initial site visit with the facility Users – as well as other site visits if required. If the Contractor determines that relocation of occupants is required, he must work with the User and the

Base Community Planner to determine where the occupants will be relocated.

The Contractor must also determine what must be done to the facility that the occupants will be moving into to bring it up to acceptable conditions for the personnel being relocated. The cost of relocation must be included on a separate spreadsheet from the project cost. The government will decide, based on this cost and the scope of the relocation work, whether to include it in the project cost, or to execute the relocation work some other way.

6. The Government’s “acknowledge receipt of” the Contractor’s plans, shop drawings, or detailed design drawings, during design reviews or the final package submittal, shall not be taken as a technical approval and shall not relieve the Contractor's responsibility and liability for compliance with individual TO’s, codes, regulations, or other applicable criteria.

7. Once the Government has reviewed and “acknowledged receipt of” the

Contractor's plans, shop drawings and/or final design, the Contractor shall make no further changes to the project design package without the written approval of the Contracting Officer's technical representative. All costs for Contractor-requested, Government-approved variances, after the final design receipt, shall be borne by the Contractor at no cost to the

Government. For all Contractor requested design changes, complete submittals will be required for an additional review, in accordance with the procedures for original submittals.

8. If design deficiencies exist, the Contractor, as the Designer of

Record, shall be solely responsible for any and all necessary corrections of the design without consideration for time or cost against the project.

Similarly, the Contractor is solely accountable for required correction of conditions stemming from any and all design deficiencies. Once the design is complete and the construction notice to proceed (CNTP) has been issued, the Contractor is the sole owner of the design and will be held solely responsible for any cost related to design errors discovered during construction of any design-build TO’s.

9. The Contractor shall be solely responsible for all field verifications of any and all information provided by the Government. The Contractor shall be responsible for obtaining all information necessary to properly design and install/construct all of the work identified in each TO. The

Contractor is responsible for any and all required surveys/testing

(destructive, if necessary) to verify existing features/accuracy of as-built drawings, to include the existence, location, size, depth, capacity, flow, inverts, and condition of existing utilities. Information gathering during the design process shall be coordinated through the Contracting

Officer and the Contracting Officer’s technical representative. The

Contractor is responsible for documenting due diligence during design development to ensure technical adequacy of design.

3.7 GENERAL CODES AND GUIDANCE:

1. The Contractor will be afforded access to the base standard drawings upon project award. These standard drawings should be used on each TO project to the maximum extent possible.

2. The Architectural Compatibility Guide and the Design Guide are for reference only or when otherwise requested in individual TO’s.

3. The Contractors shall comply with the latest version of UFC 1-200-01

General Building Requirements.

4. As required, the Contractor shall submit a code search for each project. At a minimum, the code search shall be conducted using the Whole

Building Design Guide website: http://www.wbdg.org/ccb/ccb.php. The code search shall be incorporated into the Basis of Design, due at the first design review meeting.

3.8 VALUE ENGINEERING (VE):

1. “Value Engineering” means an analysis of the functions of a program, project, system, product, equipment item, building, facility, service, or supply of an executive agency performed by a qualified agency or Contractor personnel, directed at improving performance, reliability, quality, safety, and lifecycle costs.