RFP Atch 1a - Moody Installation Guide Specs (Vol 1).pdf

MOODY AIR FORCE BASE

GEORGIA

MOODY INSTALLATION GUIDE

SPECIFICATIONS

June 2024

VOLUME 1

DIVISIONS 01-13

RFP FA483024R0007

Attachment 1a

MOODY INSTALLATION GUIDE SPECIFICATIONS MOODYAFB

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 14 00 11/11, CHG 14: 02/22 WORK RESTRICTIONS

01 30 00 11/20, CHG 2: 05/22 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 02/15 PROJECT SCHEDULE

01 32 16.00 20 08/18, CHG 1: 08/20 SMALL PROJECT CONSTRUCTION PROGRESS

SCHEDULES

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 13 11/20, CHG 1: 02/22 SPECIAL PROJECT PROCEDURES

01 35 26 11/20, CHG 3: 02/22 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16, CHG 2: 11/21 QUALITY CONTROL

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 00 11/20, CHG 1: 08/21 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/15, CHG 5: 08/21 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 08/15, CHG 2: 08/21 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 32 13 02/21 SUBSURFACE DRILLING AND SAMPLING

02 41 00 08/22 DEMOLITION

02 42 51 11/19 CARPET REMOVAL AND RECLAMATION

02 61 13 02/10, CHG 1: 02/21 EXCAVATION AND HANDLING OF

CONTAMINATED MATERIAL

02 65 00 02/10, CHG 1: 11/13 UNDERGROUND STORAGE TANK REMOVAL

02 81 00 11/18 TRANSPORTATION AND DISPOSAL OF

HAZARDOUS MATERIALS

02 82 00 11/18, CHG 1: 11/19 ASBESTOS REMEDIATION

02 83 00 11/18 LEAD REMEDIATION

02 84 16 05/20 HANDLING OF LIGHTING BALLASTS AND

LAMPS CONTAINING PCBs AND MERCURY

02 85 00 11/18, CHG 1: 05/22 MOLD REMEDIATION

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 4: 08/22 CAST-IN-PLACE CONCRETE

03 30 53 05/14 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 33 00 11/09 CAST-IN-PLACE ARCHITECTURAL CONCRETE

03 42 13.00 10 05/16 PLANT-PRECAST CONCRETE PRODUCTS FOR

BELOW GRADE CONSTRUCTION

DIVISION 04 - MASONRY

04 20 00 11/15, CHG 2: 05/19 UNIT MASONRY

DIVISION 05 - METALS

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

05 21 00 05/15, CHG 1: 08/18 STEEL JOIST FRAMING

PROJECT TABLE OF CONTENTS Page 1

05 30 00 05/15, CHG 2: 08/18 STEEL DECKS

05 40 00 05/15, CHG 1: 08/18 COLD-FORMED METAL FRAMING

05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS

05 50 14 08/18 STRUCTURAL METAL FABRICATIONS

05 51 00 02/17, CHG 1: 05/17 METAL STAIRS

05 51 33 02/16, CHG 2: 02/18 METAL LADDERS

05 52 00 02/18, CHG 1: 02/20 METAL RAILINGS

05 59 10 08/18 ROLLING COVER FOR AVIATION REFUELING

VAULTS

05 72 00 05/18 DECORATIVE METAL SPECIALTIES

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

06 18 00 08/16, CHG 1: 11/18 GLUED-LAMINATED CONSTRUCTION

06 20 00 08/16, CHG 2: 11/18 FINISH CARPENTRY

06 41 16.00 10 08/10, CHG 1: 11/18 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16 08/20 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 08/11, CHG 1: 05/17 BITUMINOUS DAMPPROOFING

07 12 00 02/16 BUILT-UP BITUMINOUS WATERPROOFING

07 13 53 02/16, CHG 1: 08/17 ELASTOMERIC SHEET WATERPROOFING

07 14 00 02/12, CHG 2: 02/18 FLUID-APPLIED WATERPROOFING

07 19 00 05/11, CHG 1: 08/17 WATER REPELLENTS

07 21 13 02/16, CHG 2: 08/20 BOARD AND BLOCK INSULATION

07 21 16 11/11, CHG 4: 08/18 MINERAL FIBER BLANKET INSULATION

07 22 00 02/16, CHG 3: 11/18 ROOF AND DECK INSULATION

07 24 00 05/11, CHG 4: 08/18 EXTERIOR INSULATION AND FINISH SYSTEMS

07 31 13 08/16, CHG 2: 08/18 ASPHALT SHINGLES

07 41 13 05/11, CHG 4: 02/21 METAL ROOF PANELS

07 41 63 11/16 FABRICATED ROOF PANEL ASSEMBLIES

07 42 13 05/11, CHG 2: 02/18 METAL WALL PANELS

07 42 63 05/11, CHG 4: 08/20 FABRICATED WALL PANEL ASSEMBLIES

07 51 13 05/12, CHG 2: 11/18 BUILT-UP ASPHALT ROOFING

07 52 00 05/12, CHG 5: 11/19 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 53 23 05/12, CHG 2: 08/18 ETHYLENE-PROPYLENE-DIENE-MONOMER

ROOFING

07 60 00 05/17, CHG 2: 11/18 FLASHING AND SHEET METAL

07 61 14.00 20 08/16, CHG 1: 08/18 STEEL STANDING SEAM ROOFING

07 72 20 08/09 GRAVITY-TYPE ROOF VENTILATORS

07 81 00 02/11 SPRAY-APPLIED FIREPROOFING

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

07 92 00 08/16, CHG 3: 11/18 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 01 52 08/09 OPERATION AND MAINTENANCE OF WOOD

WINDOWS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 11 16 05/17, CHG 2: 11/18 ALUMINUM DOORS AND FRAMES

08 11 69 02/10 METAL STORM DOORS

08 11 73 08/20 SLIDING FIRE DOORS

08 13 73 02/11 SLIDING METAL DOORS

08 14 00 08/16, CHG 1: 08/18 WOOD DOORS

08 22 20 11/19 FIBERGLASS REINFORCED PLASTIC (FRP)

DOORS AND FRAMES

PROJECT TABLE OF CONTENTS Page 2

08 31 00 05/17, CHG 1: 08/18 ACCESS DOORS AND PANELS

08 32 13 08/20, CHG 1: 02/22 ALUMINUM SLIDING GLASS DOORS

08 33 13 05/09, CHG 2: 11/12 COILING COUNTER DOORS

08 33 23 08/20, CHG 1: 02/22 OVERHEAD COILING DOORS

08 34 01 08/09 FORCED ENTRY RESISTANT COMPONENTS

08 34 02 08/09 BULLET-RESISTANT COMPONENTS

08 34 16 05/17 CORROSION CONTROL HANGAR DOORS

08 34 58 08/08 FILE ROOM DOORS AND FRAMES

08 34 59 08/08, CHG 1: 11/12 VAULT DOORS AND DAY GATES

08 34 63 05/11 DETENTION HOLLOW METAL FRAMES, DOORS,

AND DOOR FRAMES

08 34 73 11/19, CHG 1: 02/21 SOUND CONTROL DOOR ASSEMBLIES

08 36 13 08/20 SECTIONAL OVERHEAD DOORS

08 36 19 08/20 VERTICAL LIFT DOORS

08 39 53 02/19, CHG 1: 05/20 BLAST RESISTANT DOORS (EARTH COVERED

MAGAZINES)

08 39 54 08/09 BLAST RESISTANT DOORS

08 41 13 08/18, CHG 1: 08/18 ALUMINUM-FRAMED ENTRANCES AND

STOREFRONTS

08 44 00 05/19 CURTAIN WALL AND GLAZED ASSEMBLIES

08 51 13 05/19 ALUMINUM WINDOWS

08 51 23 08/20, CHG 1: 02/22 STEEL WINDOWS

08 52 00 08/20, CHG 1: 02/22 WOOD WINDOWS

08 53 00 08/20, CHG 1: 02/22 PLASTIC WINDOWS

08 56 53 08/20 BLAST RESISTANT TEMPERED GLASS WINDOWS

08 56 63 04/06 DETENTION AND SECURITY WINDOWS

08 60 45 08/20 [SKYLIGHTS][ AND ][TRANSLUCENT PANELS]

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

08 71 63 04/06 DETENTION HARDWARE

08 81 00 05/19 GLAZING

08 88 53 05/11 DETENTION AND SECURITY GLAZING

08 88 58 05/14 AIR TRAFFIC CONTROL TOWER CAB GLASS

08 91 00 08/20 METAL [WALL] [AND] [DOOR] LOUVERS

DIVISION 09 - FINISHES

09 22 00 02/10, CHG 2: 08/18 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 23 00 08/16, CHG 1: 11/18 GYPSUM PLASTERING

09 23 82 11/19 FIREPROOF GYPSUM PLASTERING

09 24 23 08/17, CHG 2: 11/18 CEMENT STUCCO

09 26 00 08/16, CHG 1: 08/18 VENEER PLASTER

09 29 00 08/16, CHG 4: 02/20 GYPSUM BOARD

09 30 10 08/20 CERAMIC, QUARRY, AND GLASS TILING

09 35 16 08/16, CHG 1: 08/18 CHEMICAL-RESISTANT QUARRY TILING

09 51 00 08/20 ACOUSTICAL CEILINGS

09 62 38 08/17, CHG 1: 08/18 STATIC-CONTROL FLOORING

09 64 66 08/16, CHG 1: 08/18 WOOD ATHLETIC FLOORING

09 65 00 08/10, CHG 3: 08/18 RESILIENT FLOORING

09 65 66 08/16, CHG 1: 08/18 RESILIENT ATHLETIC FLOORING

09 66 13 08/16, CHG 2: 11/18 PORTLAND CEMENT TERRAZZO FLOORING

09 66 16 08/16, CHG 1: 08/18 TERRAZZO FLOOR TILE

09 67 23.13 11/19 STANDARD RESINOUS FLOORING

09 67 23.14 08/16, CHG 1: 08/18 CHEMICAL RESISTANT RESINOUS FLOORING

09 67 23.15 02/21 FUEL RESISTIVE RESINOUS FLOORING,

3-COAT SYSTEM

09 67 23.16 02/21 FUEL RESISTIVE RESINOUS FLOORING,

5-COAT SYSTEM

09 68 00 11/17, CHG 2: 08/20 CARPETING

09 69 13 11/15, CHG 1: 08/18 RIGID GRID ACCESS FLOORING

PROJECT TABLE OF CONTENTS Page 3

09 69 19 11/15, CHG 1: 08/18 STRINGERLESS ACCESS FLOORING

09 72 00 08/17, CHG 1: 08/18 WALLCOVERINGS

09 84 20 08/16, CHG 1: 08/18 ACOUSTICAL WALL PANELS

09 90 00 02/21 PAINTS AND COATINGS

09 96 00 11/14 HIGH-PERFORMANCE COATINGS

09 96 59 05/11, CHG 1: 08/17 HIGH-BUILD GLAZE COATINGS

09 97 02 02/20, CHG 1: 11/21 PAINTING: HYDRAULIC STRUCTURES

09 97 13.00 40 11/19 STEEL COATINGS

09 97 13.16 05/11, CHG 2: 08/19 INTERIOR COATING OF WELDED STEEL WATER

TANKS

09 97 13.17 05/22 THREE COAT EPOXY INTERIOR COATING OF

WELDED STEEL PETROLEUM FUEL TANKS

09 97 13.25 05/11, CHG 1: 08/17 MAINTENANCE, REPAIR, AND COATING OF

TALL ANTENNA TOWERS

09 97 13.27 02/21, CHG 1: 08/22 HIGH PERFORMANCE COATING FOR STEEL

STRUCTURES

09 97 13.28 02/10 PROTECTION OF BURIED STEEL PIPING AND

STEEL BULKHEAD TIE RODS

09 97 23 08/18 METALLIC TYPE CONDUCTIVE/SPARK

RESISTANT CONCRETE FLOOR FINISH

09 97 23.16 11/10 LINSEED OIL PROTECTION OF CONCRETE

SURFACES

09 97 23.17 08/16, CHG 1: 11/16 CORROSION INHIBITOR COATING OF

CONCRETE SURFACES

DIVISION 10 - SPECIALTIES

10 11 00 08/20 VISUAL DISPLAY UNITS

10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE

10 14 00.20 08/20 INTERIOR SIGNAGE

10 14 53 02/15, CHG 1: 05/17 TRAFFIC SIGNAGE

10 21 13 08/20 TOILET COMPARTMENTS

10 22 13 08/16, CHG 1: 08/18 WIRE MESH PARTITIONS

10 22 19 08/17, CHG 1: 08/18 DEMOUNTABLE AND MOVABLE PARTITIONS

10 26 00 08/20 WALL AND DOOR PROTECTION

10 28 13 08/20 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

10 51 13 05/11 METAL LOCKERS

10 56 13 04/06 STEEL SHELVING

DIVISION 12 - FURNISHINGS

12 21 00 08/17, CHG 2: 11/18 WINDOW BLINDS

12 22 00 08/16, CHG 1: 08/18 CURTAINS AND DRAPES

12 35 30.23 20 08/11 BATHROOM CASEWORK

12 35 39 08/17, CHG 1: 08/18 COMMERCIAL KITCHEN CASEWORK

12 35 70 08/16, CHG 2: 11/18 HEALTHCARE CASEWORK

12 48 13 08/17 ENTRANCE FLOOR MATS AND FRAMES

12 50 00.13 10 08/17, CHG 1: 11/18 FURNITURE AND FURNITURE INSTALLATION

12 61 13 08/20 UPHOLSTERED AUDIENCE SEATING

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 08/20, CHG 1: 02/21 METAL BUILDING SYSTEMS

13 49 20.00 10 10/07 RFI/EMI SHIELDING

DIVISION 21 - FIRE SUPPRESSION

21 12 00 05/11 STANDPIPE SYSTEMS

PROJECT TABLE OF CONTENTS Page 4

21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

21 13 25 02/19, CHG 1: 02/21 HIGH-EXPANSION FOAM SYSTEM, FIRE

PROTECTION

21 23 00.00 20 04/06 WET CHEMICAL FIRE EXTINGUISHING FOR

KITCHEN CABINET

21 30 00 04/08, CHG 1: 08/13 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 11/15, CHG 4: 05/21 PLUMBING, GENERAL PURPOSE

22 00 70 05/20 PLUMBING FOR HEALTHCARE FACILITIES

22 05 48.00 20 04/06, CHG 1: 05/15 MECHANICAL SOUND, VIBRATION, AND

SEISMIC CONTROL

22 05 83.63 08/22 CURED-IN-PLACE PIPE (CIPP) LINING FOR

PLUMBING APPLICATIONS

22 07 19.00 40 08/16 PLUMBING PIPING INSULATION

22 13 29 02/11 SANITARY SEWERAGE PUMPS

22 13 36 02/09 PNEUMATIC SEWAGE EJECTORS

22 14 29.00 40 05/17 SUMP PUMPS

22 15 09.00 40 05/22 GENERAL SERVICE COMPRESSED-AIR SYSTEMS

CLEANING PROCEDURES

22 15 13.16 40 11/17 HIGH-PRESSURE COMPRESSED-AIR PIPING,

PIPING COMPONENTS, AND VALVES,

STAINLESS

22 15 14.00 40 11/17 GENERAL SERVICE COMPRESSED-AIR

SYSTEMS, LOW PRESSURE

22 15 19.13 20 11/09 LARGE NONLUBRICATED RECIPROCATING AIR

COMPRESSORS (OVER 300 HP)

22 15 19.19 20 05/11 NONLUBRICATED ROTARY SCREW AIR

COMPRESSORS (100 HP AND LARGER)

22 15 26.00 20 04/06 HIGH AND MEDIUM PRESSURE COMPRESSED

AIR PIPING

22 16 19.26 20 11/09 LARGE CENTRIFUGAL AIR COMPRESSORS

(OVER 200 HP)

22 31 00 02/09 WATER SOFTENERS, CATION-EXCHANGE

(SODIUM CYCLE)

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 01 30.41 05/22 HVAC SYSTEM CLEANING

23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 08 00.00 20 02/21, CHG 1: 05/21 COMMISSIONING OF MECHANICAL SYSTEMS

23 09 00 02/19, CHG 3: 05/21 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 13.34 40 02/17 CONTROL VALVES, SELF-CONTAINED

23 09 23.02 02/19, CHG 1: 02/20 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 11 20 05/20 FACILITY GAS PIPING

23 23 00 08/21 REFRIGERANT PIPING

23 25 00 05/21 CHEMICAL TREATMENT OF WATER FOR

MECHANICAL SYSTEMS

23 30 00 05/20, CHG 1: 02/22 HVAC AIR DISTRIBUTION

23 31 13.00 40 08/22 METAL DUCTS

PROJECT TABLE OF CONTENTS Page 5

23 33 56 02/09 SELF-ACTING BLAST VALVES

23 34 23.00 40 02/17 HVAC POWER VENTILATORS

23 35 16.17 10 05/20 MECHANICAL ENGINE[ AND WELDING FUME]

EXHAUST SYSTEMS

23 35 19.00 20 02/10, CHG 2: 08/18 INDUSTRIAL VENTILATION AND EXHAUST

23 36 00.00 40 08/22 AIR TERMINAL UNITS

23 37 13.00 40 08/22 DIFFUSERS, REGISTERS, AND GRILLES

23 41 13.00 40 02/16 PANEL FILTERS

23 52 00 04/08, CHG 5: 11/19 HEATING BOILERS

23 54 19 08/21 BUILDING HEATING SYSTEMS, WARM AIR

23 57 10.00 10 11/19 FORCED HOT WATER HEATING SYSTEMS USING

WATER AND STEAM HEAT EXCHANGERS

23 64 00 11/16, CHG 2: 08/18 PACKAGED WATER CHILLERS, ABSORPTION

TYPE

23 64 10 11/16, CHG 2: 08/18 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 08/09, CHG 5: 11/19 CHILLED, CHILLED-HOT, AND CONDENSER

WATER PIPING SYSTEMS

23 65 00 11/16, CHG 2: 08/18 COOLING TOWERS AND REMOTE

EVAPORATIVELY-COOLED CONDENSERS

23 72 00.00 10 01/08 ENERGY RECOVERY SYSTEMS

23 76 00 08/21 EVAPORATIVE COOLING SYSTEMS

23 80 20.00 10 05/20 GAS-FIRED HEATING EQUIPMENT

23 81 23 11/20 COMPUTER ROOM AIR CONDITIONING UNITS

23 82 00.00 20 02/16, CHG 1: 08/18 TERMINAL HEATING UNITS

23 82 16.00 40 08/22 AIR COILS

23 82 19.00 40 05/17 FAN COIL UNITS

23 82 23.00 40 05/17 UNIT VENTILATORS

23 82 43.00 40 05/17 ELECTRIC DUCT HEATERS

23 82 46.00 40 05/17 ELECTRIC UNIT HEATERS

23 83 00.00 20 04/06 ELECTRIC SPACE HEATING EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 08 10 05/21 UTILITY MONITORING AND CONTROL SYSTEM

TESTING

25 10 10 02/19, CHG 1: 05/21 UTILITY MONITORING AND CONTROL SYSTEM

(UMCS) FRONT END AND INTEGRATION

DIVISION 26 - ELECTRICAL

26 05 00.00 40 11/20 COMMON WORK RESULTS FOR ELECTRICAL

26 05 13.00 40 05/20 MEDIUM-VOLTAGE CABLES

26 05 19.10 10 05/16 INSULATED WIRE AND CABLE

26 05 26.00 40 08/19 GROUNDING AND BONDING FOR ELECTRICAL

SYSTEMS

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 05 71.00 40 02/17 LOW VOLTAGE OVERCURRENT PROTECTIVE

DEVICES

26 08 00 11/21 APPARATUS INSPECTION AND TESTING

26 09 23.00 40 08/19 LIGHTING CONTROL DEVICES

26 11 13.00 20 11/21 PRIMARY UNIT SUBSTATION

26 11 16 11/21 SECONDARY UNIT SUBSTATIONS

26 12 19.10 05/19, CHG 1: 11/19 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED

TRANSFORMERS

26 12 21 05/17, CHG 2: 11/19 SINGLE-PHASE PAD-MOUNTED TRANSFORMERS

26 18 23.00 40 08/16 MEDIUM-VOLTAGE SURGE ARRESTERS

26 20 00 08/19, CHG 3: 11/21 INTERIOR DISTRIBUTION SYSTEM

26 22 00.00 10 10/07 480-VOLT STATION SERVICE SWITCHGEAR

PROJECT TABLE OF CONTENTS Page 6

AND TRANSFORMERS

26 23 00 05/15, CHG 2: 11/19 LOW-VOLTAGE SWITCHGEAR

26 23 00.00 40 11/17 SWITCHBOARDS AND SWITCHGEAR

26 24 16.00 40 08/19 PANELBOARDS

26 27 13.10 30 10/07, CHG 2: 08/18 ELECTRIC METERS

26 28 00.00 10 08/22 MOTOR CONTROL CENTERS, SWITCHBOARDS

AND PANELBOARDS

26 28 01.00 10 08/21 COORDINATED POWER SYSTEM PROTECTION

26 29 01.00 10 11/08 ELECTRIC MOTORS, 3-PHASE VERTICAL

INDUCTION TYPE

26 29 23 02/20, CHG 1: 05/21 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS

UNDER 600 VOLTS

26 32 15.00 05/20 ENGINE-GENERATOR SET STATIONARY

15-2500 KW, WITH AUXILIARIES

26 33 53 05/19 STATIC UNINTERRUPTIBLE POWER SUPPLY

(UPS)

26 36 23 05/20, CHG 1: 08/21 AUTOMATIC TRANSFER SWITCHES AND

BY-PASS/ISOLATION SWITCH

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 42 13 05/21 GALVANIC (SACRIFICIAL) ANODE CATHODIC

PROTECTION (GACP) SYSTEM

26 42 15 05/21 CATHODIC PROTECTION SYSTEM FOR THE

INTERIOR OF STEEL WATER TANKS

26 42 19.10 11/08 CATHODIC PROTECTION SYSTEMS (IMPRESSED

CURRENT) FOR LOCK MITER GATES

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

26 52 00.00 40 11/17 EMERGENCY LIGHTING

26 53 00.00 40 11/15 EXIT SIGNS

26 55 53.00 40 11/14 SECURITY LIGHTING

26 56 00 08/21 EXTERIOR LIGHTING

26 56 20 02/19 AIRFIELD AND HELIPORT LIGHTING AND

VISUAL NAVIGATION AIDS

26 60 13.00 40 05/19 LOW-VOLTAGE MOTORS

DIVISION 27 - COMMUNICATIONS

27 05 28.36 40 05/17 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 21 10.00 40 11/20 FIBER OPTIC DATA TRANSMISSION SYSTEM

27 51 16 05/20, CHG 1: 05/22 PUBLIC ADDRESS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 05/16 ELECTRONIC SECURITY SYSTEM ACCEPTANCE

TESTING

28 10 05 05/16 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 02.00 20 02/10 FIRE ALARM REPORTING SYSTEMS - DIGITAL

COMMUNICATORS

28 31 76 08/20 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 08/08, CHG 2: 02/21 EARTHWORK

31 05 19.13 02/21 GEOTEXTILES FOR EARTHWORK

31 10 00 02/21 SITE CLEARING

31 11 00 11/18 CLEARING AND GRUBBING

31 23 00.00 20 02/11, CHG 2: 08/15 EXCAVATION AND FILL

PROJECT TABLE OF CONTENTS Page 7

31 31 16.13 08/22 CHEMICAL TERMITE CONTROL

31 31 16.19 08/22 TERMITE CONTROL BARRIERS

31 32 19.16 02/21 GEOTEXTILE SOIL STABILIZATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.51 05/16, CHG 2: 08/17 RUBBER AND PAINT REMOVAL FROM AIRFIELD

PAVEMENTS

32 01 13.62 05/18 ASPHALT SURFACE TREATMENT

32 01 17.61 05/22 SEALING CRACKS IN ASPHALT PAVING

32 01 18.71 05/17 GROOVING OF AIRFIELD PAVING

32 01 19.61 11/19 SEALING OF JOINTS IN RIGID PAVEMENT

32 01 29.61 05/17, CHG 1: 08/17 PARTIAL DEPTH PATCHING OF RIGID PAVING

32 01 29.62 11/18 CONCRETE PAVEMENT RAISING

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 20 05/22 BASE COURSE FOR RIGID AND SUBBASE FOR

FLEXIBLE PAVING

32 11 23 05/22 AGGREGATE BASE COURSE AND/ORGRADED

CRUSHED AGGREGATE BASE COURSE FOR

FLEXIBLE PAVING

32 11 23.23 08/17 BASE COURSE DRAINAGE LAYERS

32 11 26 05/20 HOT-MIX BITUMINOUS BASE COURSE FOR

ROADS AND STREETS

32 11 26.19 05/20 BITUMINOUS-STABILIZED BASE AND SUBBASE

COURSES

32 11 33.13 05/20 PORTLAND CEMENT-STABILIZED BASE COURSES

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 11/20, CHG 1: 05/22 ASPHALT PAVING FOR AIRFIELDS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 12 17.19 11/20 FUEL RESISTANT ASPHALT PAVING FOR

AIRFIELDS - SURFACE COURSE

32 13 14.13 08/19 CONCRETE PAVING FOR AIRFIELDS AND

OTHER HEAVY DUTY PAVEMENTS

32 13 43 05/20 PERVIOUS CONCRETE PAVING

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

32 18 16.13 08/17 PLAYGROUND PROTECTIVE SURFACING

32 31 13 11/21 CHAIN LINK FENCES AND GATES

32 31 13.53 11/21 HIGH-SECURITY FENCES (CHAIN LINK AND

ORNAMENTAL) AND GATES

32 32 23.13 02/20 SEGMENTAL CONCRETE BLOCK RETAINING WALL

32 84 23 02/21 UNDERGROUND SPRINKLERS

32 84 24 08/11, CHG 1: 05/17 IRRIGATION SPRINKLER SYSTEMS

32 92 19 08/17, CHG 1: 08/21 SEEDING

32 92 23 04/06, CHG 1: 08/21 SODDING

32 93 00 08/17, CHG 1: 08/21 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 01 30.16 11/21 TV INSPECTION OF SEWER LINES

33 01 30.72 11/21 RELINING SEWERS

33 01 50.31 02/20 LEAK DETECTION FOR FUELING SYSTEMS

33 01 50.55 02/21 CLEANING OF PETROLEUM STORAGE TANKS

33 05 23 08/15, CHG 2: 08/16 TRENCHLESS UTILITY INSTALLATION

33 05 23.13 11/19 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 11 00 02/18, CHG 1: 02/22 WATER UTILITY DISTRIBUTION PIPING

33 11 23 11/09, CHG 1: 08/17 NATURAL GAS AND LIQUID PETROLEUM PIPING

33 16 15 11/20 WATER STORAGE STEEL TANKS

33 26 00.00 10 04/08 RELIEF WELLS

PROJECT TABLE OF CONTENTS Page 8

33 30 00 05/18 SANITARY SEWERAGE

33 31 23.00 10 08/18 SANITARY SEWER FORCE MAIN PIPING

33 32 16 11/19 PACKAGED UTILITY WASTEWATER PUMPING

STATIONS

33 34 56.00 10 08/18 DRAINAGE FIELD DOSING CHAMBERS

33 40 00 11/21 STORMWATER UTILITIES

33 46 13 05/20 FOUNDATION DRAINAGE

33 46 16 05/18 SUBDRAINAGE PIPING

33 47 13 11/14, CHG 2: 11/15 POND AND RESERVOIR LINERS

33 51 13.00 30 05/10 NATURAL-GAS METERING

33 51 15 08/19 NATURAL-GAS / LIQUEFIED PETROLEUM GAS

DISTRIBUTION PIPELINES

33 51 39 08/17 MONITORING WELLS

33 51 43 05/22 INSTRUMENTATION AND PERFORMANCE

MONITORING OF STRUCTURES

33 52 10 11/18, CHG 1: 11/20 FUEL SYSTEMS PIPING (SERVICE STATION)

33 56 53 05/20 COMPRESSED GASES STORAGE TANKS

33 57 55 11/18, CHG 1: 11/20 FUEL SYSTEM COMPONENTS (NON-HYDRANT)

33 60 02 04/08 ABOVEGROUND HEAT DISTRIBUTION SYSTEM

33 61 13 08/10, CHG 1: 02/20 PRE-ENGINEERED UNDERGROUND HEAT

DISTRIBUTION SYSTEM

33 61 13.13 02/16 PREFABRICATED UNDERGROUND HYDRONIC

ENERGY DISTRIBUTION

33 61 13.19 02/16 VALVES, PIPING, AND EQUIPMENT IN VALVE

MANHOLES

33 61 14 02/10 EXTERIOR BURIED PREINSULATED WATER

PIPING

33 63 13 04/06 EXTERIOR UNDERGROUND STEAM

DISTRIBUTION SYSTEM

33 63 13.19 02/16 CONCRETE TRENCH HYDRONIC AND STEAM

ENERGY DISTRIBUTION

33 63 14 04/06 EXTERIOR BURIED PUMPED CONDENSATE

RETURN

33 63 16 07/06 EXTERIOR SHALLOW TRENCH STEAM

DISTRIBUTION

33 63 23 04/06 EXTERIOR ABOVEGROUND STEAM DISTRIBUTION

33 71 01 05/19, CHG 1: 11/19 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 01.00 40 11/14, CHG 1: 02/17 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

33 73 00.00 40 05/19 UTILITY TRANSFORMERS

33 75 00.00 40 11/14 SWITCHGEAR AND PROTECTION DEVICES

33 77 19.00 40 08/16 MEDIUM-VOLTAGE SWITCH

33 77 36.00 40 05/17 MEDIUM-VOLTAGE UTILITY FUSES

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.14 11/19, CHG 1: 02/21 BRIDGE CRANES, OVERHEAD ELECTRIC, TOP

RUNNING

41 22 13.15 02/20, CHG 1: 02/21 BRIDGE CRANES, OVERHEAD ELECTRIC,

UNDER RUNNING

41 22 13.16 04/08, CHG 1: 02/20 GANTRY CRANES

41 22 13.55 02/22 CHG 1: 05/22 BRIDGE CRANES, UNDER RUNNING, AIRCRAFT

HANGAR

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PROJECT TABLE OF CONTENTS Page 10

SECTION 01 11 00

SUMMARY OF WORK

08/15, CHG 2: 08/21

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Salvage Plan; G1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The Contractor shall furnish all management, supervision, labor, materials, equipment, and incidentals required for a broad range of maintenance, repair, and minor construction work on various real property facilities at installations coverded under this contract, including design and engineering services incidental to construction. The Contracting Officer (CO) will conduct negotiations with the Contractor and issue individual task orders for maintenance, repair, and minor construction projects identified by the Base Civil Engineer (BCE). Individual task order projects will vary in size, as identified in the ctontract, including but not limited to trades such as carpentry, plumbing, electrical, mechanical, painting, pipe fitting, sheet metal, welding, roofing, site work, site utilities, excavation, concrete Masonry, pavement repair, asbestos and lead paint removal, security hardware installation, and demolition.

1.2.2 Location

The work performed under this contract is located at the Moody AFB, GA,and Avon Park AFR, FL.

1.3 OCCUPANCY OF PREMISES

If building(s) are to be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area by the Contractor no less than 10 working days prior to starting work.

Before work is started, 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.

1.4 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

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

b. Repair or replace portions of existing work which have been altered

SECTION 01 11 00 Page 1 during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

The Civil Engineer Work Clearance Request Program is processed electronically. The Contractor shall initiate an AF Form 103, Base Civil Engineer Work Clearance Request, for each Task Order. The Contractor shall call the Georgia Utility Protection Center at 1-800-282-7411, specify that surveys need to be marked in paint only, obtain a Dig Permit Number in order to start the AF Form 103 process, and then clearly outline the intended construction area with white utility marking paint. The Contractor will submit the dig permit information to the 23d Civil Engeneer Squadron SABER Project Manager (PM) to initiate the AF e103 for the appropriate Work Clearance Working Group members to visit the site to perform utility locate/marking services. Once the AF e103 has been approved, the SABER PM will provide one copy to the Contractor prior to commencement of any work for the project. The Contractor must have an approved copy of the AF e103 for each Task Order at each Task Order jobsite.

Verify existing utility locations indicated on contract drawings, within area of work.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.6 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area to be located within 5 miles of the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

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PART 3 EXECUTION

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-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/11, CHG 14: 02/22

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

1.2.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.2.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas if requested.

1.2.2 Working Hours

Regular working hours will consist of an 9 hour period , between 7 a.m. and 4:00 p.m., Monday through Friday, excluding Government holidays.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application no less than 72 hours prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification

SECTION 01 14 00 Page 1 provided, the Contracting Officer may approve work outside regular hours.

During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed or coordinated otherwise.

1.2.4 Occupied Building(s)

If the Contract dictates that the Contractor shall be working in an existing building or around existing buildings which are occupied the Contractor shall not enter the building(s) without prior approval of the Contracting Officer.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains, and Government material located in the limits of construction during the construction period.

Relocate movable furniture away from the Contractor's working area as required to perform the work, protect the furniture, and replace the furniture in its original location upon completion of the work. Leave attached equipment in place, and protect against damage, or temporarily disconnect, relocate, protect, and reinstall at the completion of the work.

1.2.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and natural gas are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 2

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20, CHG 2: 05/22

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety -- Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

SD-04 Samples

Color Boards; G

1.3 COLOR BOARDS FOR AIR FORCE PROJECTS

Submit one set of color boards with material finishes submittals . Include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. Present the samples on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Design modules to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, submit samples not less than 12 inches square with the board. If more space is needed, more than one board per set may be submitted. Certify that the color samples have been reviewed in detail, and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated.

Submittal of color samples does not relieve the Contractor of the responsibility to submit samples required elsewhere herein.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 10 digital photographs each week throughout the entire project

SECTION 01 30 00 Page 1 from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit photos with the monthly invoice to the Contracting Officer, cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file.

Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by Georgia state law.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.6.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

SECTION 01 30 00 Page 2

1.7 PRECONSTRUCTION CONFERENCE

Immediately after awardUpon completion of design and design acceptance by the governmentPrior to any work commencing on the site, the Contracting Officer will coordinate a time and place to meet for the Preconstruction Conference. The purpose of this conference is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out.

Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.8 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start planning the turnover process at the Pre-Construction Conference meeting with a discussion of the Red Zone process and convene at regularly scheduled NRZ Meetings beginning at approximately 75 percent of project completion.

Include the following in the facility Turnover effort:

1.8.1 Red Zone Checklist

a. Contracting Officer will provide the Contractor a copy of the Red Zone Checklist template.

b. Prior to 75 percent completion, modify the Red Zone Checklist template by adding or deleting critical activities applicable to the project and assign planned completion dates for each activity. Submit the modified Red Zone Checklist to the Contracting Officer. The Contracting Officer may request additional activities be added to the Red Zone Checklist at any time as necessary.

1.8.2 Meetings

a. Conduct Red Zone Meetings beginning at approximately 75 percent project completion.

b. The Contracting Officer will establish the frequency of the meetings dependant on the size and complexity of the construction.

c. Using the Red Zone Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. During the Red Zone Meetings discuss with the Contracting Officer any upcoming activities that require Government involvement.

e. Maintain the Red Zone Checklist by documenting the actual completion

SECTION 01 30 00 Page 3 dates as work is completed and update the Red Zone Checklist with revised planned completion dates as necessary to match progress.

Distribute copies of the current Red Zone Checklist to attendees at each Red Zone Meeting.

1.9 PARTNERING

To most effectively accomplish Task Orders, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, CES, Contractor, key subcontractors and the Designer of Record are highly encouraged to participate in the Partnering process.

1.9.1 Team-Led (Informal) Partnering

a. The Contracting Officer will coordinate the initial Team-Led (Informal) Partnering Session with key personnel of the project team, including Contractor and Government personnel. The Partnering Session will be co-led by the CES Project Manager and Contractor's Project Manager.

b. The Initial Team-led Partnering session will be held concurrently with the Preconstruction Conference meeting. Partnering sessions will be held at a location mutually agreed to by the Contracting Officer and the Contractor, typically at a conference room on-base or at the Contractor's temporary trailer.

c. The Initial Team-Led Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by Contracting Officer.

d. The Partners will determine the frequency of the follow-on sessions.

e. Participants will bear their own costs for meals, lodging and transportation associated with Partnering.

1.10 MOBILIZATION

Contractor shall coordinate mobilization to the jobsite with the Government within 45 calendar days after contract award for bid-build or 30 calendar days of final site or building design approval if design-build. Mobilize is defined as having equipment AND having a physical presence of at least one person from the contractor's team on the jobsite.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 30 00 Page 4

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

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

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G

Preliminary Project Schedule; G

Initial Project Schedule; G

Periodic Schedule Update; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government intends to use Primavera P6.

SECTION 01 32 01.00 10 Page 1

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of design and construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Designers, Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will

SECTION 01 32 01.00 10 Page 2 consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days.

3.3.3 Design and Permit Activities

Include design and permit activities with the necessary conferences and follow-up actions and design package submission dates. Include the design schedule in the project schedule, showing the sequence of events involved in carrying out the project design tasks within the specific contract period. Provide at a detailed level of scheduling sufficient to identify all major design tasks, including those that control the flow of work.

Also include review and correction periods associated with each item.

3.3.4 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.5 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission, review and acceptance of features require design completion Submission, review and acceptance of design packages.

c. Submission of mechanical/electrical/information systems layout drawings.

d. Long procurement activities

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

g. Submission and approval of DD1354 data and installed equipment lists.

h. Submission and approval of testing and air balance (TAB).

i. Submission of TAB specialist design review report.

j. Submission and approval of fire protection specialist.

k. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent

SECTION 01 32 01.00 10 Page 3 with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

s. Correction of punch list from Contractor's pre-final inspection.

t. Government's pre-final inspection.

u. Correction of punch list from Government's pre-final inspection.

v. Final inspection.

3.3.6 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, acceptance, design reviews, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.7 Contract Milestones and Constraints

Milestone activities are to be used for significant project events including, but not limited to, project phasing, project start and end activities, or interim completion dates. The use of artificial float constraints such as "zero free float" or "zero total float" are prohibited.

Mandatory constraints that ignore or effect network logic are prohibited.

No constrained dates are allowed in the schedule other than those specified herein. Submit additional constraints to the Contracting Officer for approval on a case by case basis.

3.3.7.1 Project Start Date Milestone and Constraint

The first activity in the project schedule must be a start milestone titled "NTP Acknowledged," which must have a "Start On" constraint date equal to the date that the NTP is acknowledged.

3.3.7.2 End Project Finish Milestone and Constraint

The last activity in the schedule must be a finish milestone titled "End Project."

Constrain the project schedule to the Contract Completion Date in such a

SECTION 01 32 01.00 10 Page 4 way that if the schedule calculates an early finish, then the float calculation for "End Project" milestone reflects positive float on the longest path. If the project schedule calculates a late finish, then the "End Project" milestone float calculation reflects negative float on the longest path. The Government is under no obligation to accelerate Government activities to support a Contractor's early completion.

3.3.7.3 Interim Completion Dates and Constraints

Constrain contractually specified interim completion dates to show negative float when the calculated late finish date of the last activity in that phase is later than the specified interim completion date.

3.3.7.3.1 Start Phase

Use a start milestone as the first activity for a project phase. Call the start milestone "Start Phase X" where "X" refers to the phase of work.

3.3.7.3.2 End Phase

Use a finish milestone as the last activity for a project phase. Call the finish milestone "End Phase X" where "X" refers to the phase of work.

3.3.8 Calendars

Schedule activities on a Calendar to which the activity logically belongs.

Develop calendars to accommodate any contract defined work period such as a 7-day calendar for Government Acceptance activities, concrete cure times, etc. Develop the default Calendar to match the physical work plan with non-work periods identified including weekends and holidays. Develop sSeasonal Calendar(s) and assign to seasonally affected activities as applicable.

If an activity is weather sensitive it should be assigned to a…