Attachement___1_2014_MACC_General_Specifications_Guide.pdf

SPECIFICATIONS

FOR

INCIRLIK AIR BASE, TURKEY

RECOMMENDED FOR APPROVAL BY

CHIEF OF ENGINEERING DESIGN

CONTRACTING OFFICER

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

Not Used

-- End of Section --

SECTION 01 11 00.10 40

REQUIREMENTS FOR DESIGN PORTION OF DESIGN BUILD PROJECTS

01/08

PART 1 GENERAL

Work shall consist of furnishing all professional services, plant, labor, equipment, appliances and material, and performing all necessary travel and services to compile engineering data, to furnish plans, specifications, detail drawings and cost estimates for the project described, to the U.S.

Government that will enable a contractor to construct a complete and usable facility within the scope of this contract. The services to be performed and project documents to be provided to the U.S. Government shall be in accordance with the applicable requirements as described in the attached "Guide for Multiple Award Construction Contracts (MACC) Contractors Performing Design Services for the 39th Civil Engineering Squadron, 39 CES/CECED Incirlik, Turkey" henceforth referred to as the "Design Guide" and as herein further delineated.

1.1 [Enter Appropriate Subpart Title Here]1.1.1 Scope

1.1.1 Engineering Data

The Contractor shall visit and examine the location of the proposed work, review as built drawings, as may be available, and review other pertinent information. The Contractor shall investigate and clarify any data in question to ensure that the guidelines manual is a comprehensive standard enabling streamlined standard design, installation operation and maintenance of systems. The work shall be in accordance with this section of the specification, the pre proposal and pre design conferences, and all design review comments. The Pre Design Conference will be held at the project site at a time as determined by the Contracting Officer, but generally, no later than two (2) weeks after the notice to proceed date.

The Contractor shall be responsible for recording the minutes of the Pre Design Conference, recording the minutes of all scheduled or unscheduled design review conferences, recording telephone conversations, and providing the Contracting Officer with a copy of the above mentioned records within 5 calendar days of the occurrence.

1.1.2 Codes and Regulations

The design shall meet all applicable Department of Defense (DOD) and specifically, U.S. Air Force requirements and regulations. It shall also be designed to meet all requirements of the latest editions of the following codes as they apply:

A.National Electrical Code B.Uniform Building Code C.Uniform Mechanical Code D.Uniform Plumbing Code E.National Fire Protection Association F.American Society of Heating, Refrigeration and Air Conditioning Engineers G.American Welding Society H.American Society of Mechanical Engineers I.Illuminating Engineers Society J.American Society for Testing and Materials K.Turkish Standards Institute

L.Office of Safety and Health Administration (OSHA) M.Environmental Protection Agency (EPA) N.Incirlik Air Base Architectural Compatibility Guide O.Final Governing Standards-Turkey (FGS-T) P.Spatial Data Standards for Facilities, Infrastructure and Environment

(SDSFIE)

When ambiguities or inconsistencies arise between DOD and U.S. Air Force Regulations, U.S. professional association codes/standards and the TURKISH STANDARDS INSTITUTE (TSE) standards, the U.S. Air Force Regulations shall govern. In the event that certain areas of design are not specifically addressed by the U.S. Air Force Regulations, the most conservative design requirements as defined by applicable codes or association standards and as determined by the Contracting Officer shall be used.

Code search shall be provided on title sheet of project drawings at 35% design submittal. Code Search sheet shall include, but not be limited to a narrative describing the construction and systemslisted below in clear, non-technical language; life safety, including maps indicating smoke partitions, fire/smoke barriers, exit doors, exit signs, egress corridors, etc.; mechaincal systems, including automatic sprinkler system, HVAC system; electrical system: emergency power and standby power, fire alarms Number the items discussed in the narrative to facilitate correspondence.

1.2 Work Requirements

The following reports, studies, surveys and meetings will be required, in addition to the detailed drawings, specifications and construction cost estimate specified in paragraphs 1.7 and 1.8:

A.Basis of Design B.Attendance at Pre-design meeting and 35 %, 65% and 95% Design Review Meeting.

C.All drawings will be furnished 100% complete utilizing AutoCad 2010, in compliance with SDSFIE.

The above reports studies and surveys shall be completed in accordance with the detailed requirements as shown in the "Design Guide".

1.3 Contractor Responsibility

The correct and proper application of engineering principles and the accuracy of the finished plans, specifications, cost estimates, reports and surveys shall be the sole responsibility of the Contractor.

1.4 Deviation From Established Criteria

Deviation from criteria established herein, which improves the design, may be discussed and evaluated at the 35% design review.

Implementation of any recommendation is subject to prior approval by the Contracting Officer.

1.5 Schedule of Design

1.5.1 Specific Requirements

The design schedule will commence from the Notice-to-Proceed (NTP). Listed below is a list of the specific requirements of a typical statement of work. Submittal requirements may vary, depending on specific task order project requirements.

A.The site investigation Pre-Design meeting will be scheduled by the Contracting Officer within 1 week of the NTP. The meeting minutes and field notes shall be due to Contracting Officer within 5 calendar days of the Pre-Design Meeting. The contractor shall remain on base minimum 1 week after Pre-Design meeting, unless approved for less time by the Contracting Officer.

B.35 % Submittal: Design Package shall be due 30 calendar days after the Pre-design meeting date. Contracting Officer will promptly review the 35% submittal and return comments at the 35 % design review meeting. (Approx. 14 days after receipt of submittal).

C.65 % Submittal: Design Package shall be due 30 calendar days after the 35% meeting date. Contracting Officer will promptly review the 65% submittal and return comments at the 65 % design review meeting. (Approx. 14 days after receipt of submittal).

D.95 % Submittal: Design Package shall be due 20 calendar days after the 65% meeting date. Contracting Officer will promptly review the 95% submittal and return comments at the 95 % design review meeting. (Approx. 14 days after receipt of submittal).

E.Final Submittal: Design Package shall be due 10 calendar days after the Contracting Officer 95% Review return date. The Contracting Officer will review and, if satisfactory, will accept promptly after the Final Submittal.

1.5.2 Documents

Documents shall be submitted to Contracting Officer in accordance with the requirements listed in each Statement of Work, as set forth in the "Design Guide ", and at times as determined by the above "Schedule Of Design". The contractor will be required to make resubmittals of either the whole package or of individual documents if the Contracting Officer deems them to be incomplete or in any way not meeting the requirements of this specification or the "Design Guide". Any phase of work will not be considered as "Submitted" until the total package of documents has been accepted by the Contracting Officer. Documents and drawings to be submitted by the contractor shall be in accordance with the following Submittal Requirements List (requirements may change depending on task order requirements):

1.5.2.1 Site Investigation Field Notes/Pre-design Meeting Minutes

A.Electronic copies of the Pre-Design Meeting Minutes B.Electronic copies of field notes taken during the site investigation(s)

1.5.2.2 Contract Documents (35%) Submittal

A. 6 Sets of Drawings, A2 size (change font so that all print remains legible) B. Drawings in Electronic Format (both DWG and PDF format) C. Outline Specs in Electronic Format D. Basis of Design in Electronic Format E. Electronic copy of Cost Estimate (Form INC-1101) F. Calculations in Electronic Format G. Check Lists in Electronic Format

H. Annotated Review Comments in Electronic Format (Form INC-1103) I. Hand-written quality control check set drawing mark-ups must be submitted with all design submittals, initialed by the engineer of each discipline involved. Must follow color code format in Section 2.2 of the

"Design Guide".

J. Code Search Summary

1.5.2.3 Contract Documents (65 %) Submittal

A.6 Sets of Drawings, A2 size (change font so that all print remains legible) B. Drawings in Electronic Format (both DWG and PDF format) C. Electronic copy of Specifications D. Basis of Design in Electronic Format E. Electronic copy of Cost Estimate (Form INC-1101) F. Electronic copy of Submittal Register (Form INC-1106) G. Calculations in Electronic Format H. Design Check List in Electronic Format (Form INC-1104) I. Constructability check list and phasing plan (Form INC-1108) J. Import material list and justification K. Annotated Review Comments in Electronic Format (Form INC-1103) L. Hand-written quality control check set drawing mark-ups must be submitted with all design submittals, initialed by the engineer of each discipline involved. Must follow color code format in Section 2.2 of the "Design Guide".

1.5.2.4 Contract Documents (95 %) Submittal

A.6 Sets of Drawings, A2 size (change font so that all print remains legible) B.Drawings in Electronic Format (both DWG and PDF format) C.Electronic copy of Specifications D. Basis of Design in Electronic Format E. Electronic copy of Cost Estimate (Form INC-1101) F. Electronic copy of Submittal Register (Form INC-1106) G. Calculations in Electronic Format H. Design Check List in Electronic Format (Form INC-1104) I. Constructability check list and phasing plan (Form INC-1108) J. Import material list and justification K. Annotated Review Comments in Electronic Format (Form INC-1103) L. Hand-written quality control check set drawing mark-ups must be submitted with all design submittals, initialed by the engineer of each discipline involved. Must follow color code format in Section 2.2 of the "Design Guide".

1.5.2.5 Final Documents (100%) Submittal

A. 2 Sets of Drawings, A2 size (change font so that all print remains legible) B. 1 CD of all final documents including those of digital drawings. All digital drawings shall be prepared using AutoCad 2009.

C. Electronic copy of Specifications D. Electronic copy of Submittal Register (Form INC-1106) E. Construction phasing plan F. Import material list and justification G. For building permit approval, below documents shall also be provided:

1. Chamber Registration Documents of Design Engineers

2. Company Registration to Different Discipline Associations

3. Fully filled "Approval Cover Sheet" for each discipline design drawings.

H. Hand-written quality control check set drawing mark-ups must be submitted with all design submittals, initialed by the engineer of each discipline involved. Must follow color code format in Section 2.2 of the "Design Guide".

1.5.3 [Enter Appropriate Subpart Title Here]

All drawings (blueprints) required other than for the final submission, shall be stamped "PRELIMINARY" with the percentage complete (i.e. 35%, etc.)

1.5.4 [Enter Appropriate Subpart Title Here]

UPON COMPLETION OF EACH OF THE CONCEPT, 35 %, 65 % and 95 % PHASES

(SUBMITTALS), AS STATED ABOVE, THE CONTRACTOR SHALL NOT PROCEED TO THE NEXT

PHASE WITHOUT AUTHORIZATION.

1.5.5 [Enter Appropriate Subpart Title Here]

The Contracting Officer will coordinate all reviews with the using agencies and any interested parties. Meetings will be held on the second floor of Bldg 444, in the Design Section conference room. Design reviews will be conducted by the Contracting Officer project engineer, with the contractor in attendance. The contractor will be responsible for recording the minutes of all review meetings and providing a copy to the Contracting Officer within 5 days. All review comments will be presented to the contractor in writing. All comments must be answered by the contractor and returned to the Contracting Officer with the next design submittal. All contractor answers to review comments must indicate the contractor action taken or the rationale used in lieu thereof. The contractor is advised that delays in the receipt of project review comments from the Government may be expected due to review requirements of agencies not directly controlled by the Contracting Officer. If this happens, the contractor will be advised of this change to the "Schedule of Design" by the Contracting Officer. Such delays will not entitle the contractor to file any claims against the Government. The Contracting Officer reserves the right to make an "On Board" review of any project at the office of the contractor during any stage of design completion.

1.6 Site Visits

The contractor shall coordinate all site visits through the Contracting Officer and shall allow for a minimum of one week's prior notification.

1.7 Drawings

1.7.1 [Enter Appropriate Subpart Title Here]

The contractor shall prepare and furnish drawings to show the layout of the complete project and to clearly indicate the extent, type and detailed requirements for all related work. Separate drawings shall be prepared to cover all phases of architectural, civil, structural, mechanical and electrical disciplines. Drawing preparation shall be in accordance with "Drawings" section, of the "Design Guide". Detailed drawings in accordance with Contracting Officer standard engineering practices shall be made to clearly and fully describe the type and extent of work to be performed.

Dimensions and elevations shall be expressed in metric units. All text and notes shall be in both the English and Turkish languages - English preceding Turkish.

1.7.2 [Enter Appropriate Subpart Title Here]

The drawings shall be numbered in accordance with instructions given by Contracting Officer. The contractor will be allowed access to any existing drawings that relate to the facility or utility system when practical and when approved by Contracting Officer. Such drawings shall be used by the contractor only for general informational purposes and shall not be relied upon to prepare any of the drawings required without complete and thorough field verification.

1.8 [Enter Appropriate Subpart Title Here]1.8 Specifications

1.8.1 [Enter Appropriate Subpart Title Here]

Most projects will use these specifications exclusively. However, some projects will be executed using project specifications, included in the splicitation. In those instances, the project specifications will govern.

1.8.1 [Enter Appropriate Subpart Title Here]

If required on a design-only contract, for example, the contractor shall prepare the technical provisions of the specifications in sufficient detail and clarity to allow a construction contractor to readily determine the types of materials to be used and the manner in which they are to be installed. The specifications shall be composed using the Spec Intact 2007 Master Format (Incirlik) specification, in clear, understandable language, shall be provided in the English and Turkish languages and shall follow the requirements as set forth in "Design Guide" and any additional guidance or direction provided by Contracting Officer Engineering.

1.8.2 [Enter Appropriate Subpart Title Here]

The contractor shall adapt the technical provisions to Turkish Standards whenever possible and/or acceptable based on operation and use requirements and U.S. Air Force Regulations.

1.8.3 [Enter Appropriate Subpart Title Here]

The contractor shall specify and/or design for the use of Turkish manufactured materials and equipment to the maximum extent possible and/or acceptable based on operation and use requirements. The contractor shall not specify the use of foreign manufactured materials or equipment unless directed and/or approved by Contracting Officer.

1.8.4 [Enter Appropriate Subpart Title Here]

The General or Special Conditions of the Technical Provisions shall follow the same format required by the Contracting Officer.

1.9 Cost Estimates

Cost estimates shall be prepared and submitted in accordance with "Design Guide". The cost estimate is the property of the United States Government.

The contractor shall not share or distribute the cost estimate to any party without expressed permission from the contracting officer.

A.The contractor shall employ appropriate market research techniques to prepare all cost estimates.

B.For design-only contracts, Untabulated Cost Estimate (for contractor bid offerors) shall be submitted with only unit prices and quantities deleted.

1.10 Market Survey Data

A.The contractor will provide written quotes from manufacturers and/or suppliers for each major item of equipment and materials.

B.If the item is imported, the Taxes/Customs/duties etc. must be clearly identified in the quotation, and there must not be an equivalent item made in Turkey.

1.11 Materials and Services to be Furnished

1.11.1 [Enter Appropriate Subpart Title Here]

The Contracting Officer will assist the contractor to gain access to the facilities necessary to complete the terms of this contract. The contractor shall provide a minimum of a week's notification to the Contracting Officer along with the ID Numbers/ Drivers License Numbers of all personnel wanting to gain access to the Base. The contractor must submit motor vehicle license plate numbers of any vehicles that will be driven on the Base.

Also, the contractor shall obtain any security clearance certifications required by Turkish Military Authorities for every individual proposed to enter any Military Base, Site or Facility.

1.11.2 [Enter Appropriate Subpart Title Here]

The contractor will be furnished or given access to the following materials and reference data:

A.Any existing record drawings and information concerning the physical composition of the installation and project site location. Drawings and information will include utilities above and below ground to the extent that they are known. These documents will be provided by the Contracting Officer to the contractor on a loan basis and shall be returned upon project completion. Where record drawings are not available, the contractor is responsible for making necessary on site surveys to determine the existing conditions of the site.

B.Access to publications and criteria, as specified herein, will be available in the Base Civil Engineering (BCE) Library. The contractor will not be allowed to remove them from the BCE Library but may make notes of excerpts at the BCE Library as required. Photocopies of copyrighted publications will not be permitted.

C.Guide specifications to the extent available will be provided by the Contracting Officer. The guide specification that shall be used is the Spec Intact 2007, Incirlik. Specifications shall be edited and additions made to them, as necessary, to fully describe the materials that will be used and/or installed for each Delivery Order.