Attachment 6 - DB specs combined 4.22.26.pdf

Milwaukee VAMC 12-01-25

695-24-101 Construct Chiller Plant Bid Documents

Milwaukee, WI 53295 November 20, 2025

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

VHA MASTER SPECIFICATIONS

TABLE OF CONTENTS

Section 00 01 10

SECTION NO DIVISION AND SECTION TITLES DATE

DIVISION 00 - SPECIAL SECTIONS

00 01 15 List of Drawing Sheets 05-20

00 11 21 Request for Proposal to Design Build

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Requirements 11-21

01 01 10 Milwaukee Special Notes 10-22

01 32 16.16 Network Analysis Schedules (Design-Build Only) 05-22

01 32 16.17 Network Analysis Schedules – Major Design/Build

Projects

06-19

01 33 23 Shop Drawings, Product Data, and Samples 06-25

01 35 26 Safety Requirements for Major Projects 05-24

01 42 19 Reference Standards 11-20

01 45 00 Quality Control 02-21

01 45 29 Testing Laboratory Services 11-18

01 45 35 Special Inspections 06-21

01 57 19 Temporary Environmental Controls 01-21

01 74 19 Construction Waste Management 04-22

01 81 13 Sustainable Construction Requirements 10-17

01 81 13.02 Sustainability Certification Requirements – LEED V4

BD+C: New Construction and Major Renovation

04-23

01 81 13.21 Sustainability Certification Requirements – GREEN

GLOBES

01-21

01 91 00 General Commissioning Requirements 04-22

DIVISION 02 – EXISTING CONDITIONS

02 21 13 Site Surveys 12-23

02 41 00 Demolition 08-17

02 65 00 Underground Storage Tank Removal 01-21

02 82 11 Traditional Asbestos Abatement 01-21

02 82 13.13 Glovebag Asbestos Abatement 01-21

02 82 13.19 Asbestos Floor Tile and Mastic Abatement 01-21

02 82 13.21 Asbestos Roofing Abatement 01-21

02 82 13.31 Asbestos Transite Abatement 01-21

02 82 13.41 Asbestos Abatement for Total Demolition Project 01-21

02 83 33.13 Lead-Based Paint Removal and Disposal 01-21

DIVISION 03 – CONCRETE

03 23 00 Stressing Tendons 01-21

03 30 00 Cast-in-Place Concrete 01-21

RFP Attachment 6

Milwaukee, WI 53295 November 20, 2025

00 01 10-2

SECTION NO DIVISION AND SECTION TITLES DATE

03 30 53 (Short-Form) Cast-in-Place Concrete 01-21

03 37 13 Shotcrete 01-21

03 41 13 Precast Concrete Hollow Core Planks 01-21

03 41 33 Precast Structural Pretensioned Concrete 01-21

03 45 00 Precast Architectural Concrete 01-21

03 51 13 Cementitious Wood Fiber Decks 01-21

03 51 16 Gypsum Concrete Roof Decks 01-21

03 52 00 Lightweight Concrete Roof Insulation 01-21

03 55 11 Gypsum Concrete Floor Decks 01-21

DIVISION 04 – MASONRY

04 01 00 Maintenance of Masonry 01-21

04 05 13 Masonry Mortaring 10-17

04 05 16 Masonry Grouting 01-21

04 20 00 Unit Masonry 08-17

04 72 00 Cast Stone Masonry 01-21

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 11-18

05 21 00 Steel Joist Framing 11-18

05 31 00 Steel Decking 01-21

05 36 00 Composite Metal Decking 01-21

05 40 00 Cold-Formed Metal Framing 01-21

05 50 00 Metal Fabrications 08-18

05 51 00 Metal Stairs 01-21

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry 10-17

06 16 63 Cementitious Sheathing 01-21

06 20 00 Finish Carpentry 01-21

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 01 50.19 Preparation for Re-Roofing 01-21

07 08 00 Facility Exterior Closure Commissioning 01-21

07 08 00.01 DVA/USACE Projects Facility Exterior Closure

Commissioning

08-19

07 11 13 Bituminous Damp-proofing 01-21

07 12 00 Built-Up Bituminous Waterproofing 01-21

07 13 00 Sheet Waterproofing 01-21

07 13 52 Modified Bituminous Sheet Waterproofing 01-21

07 14 21 Latex Mastic Deck Covering 01-21

07 18 13 Pedestrian Traffic Coatings 01-21

07 21 13 Thermal Insulation 01-21

07 21 23 Loose-Fill Insulation 01-21

07 22 00 Roof and Deck Insulation 01-21

07 24 00 Exterior Insulation and Finish Systems 01-21

00 01 10-3

07 27 26 Fluid-Applied Membrane Air Barrier, Vapor Permeable 01-21

07 27 27 Fluid-Applied Membrane Air Barrier, Vapor Retarding 01-21

07 31 13 Asphalt Shingles 02-21

07 31 26 Slate Shingles 01-21

07 31 29.13 Wood Shingles 01-21

07 32 13 Clay Roof Tiles 01-21

07 40 00 Roofing and Siding Panels 01-21

07 51 00 Built-Up Bituminous Roofing 12-21

07 51 13.11 Hot-Applied Built-Up Asphalt Roofing 12-21

07 51 13.13 Cold-Applied Built-Up Asphalt Roofing 12-21

07 52 16.11 Cold Adhesive Styrene-Butadiene-Styrene Modified

Bituminous Membrane Roofing

12-21

07 52 16.12 Hot-Mopped Styrene-Butadiene-Styrene Modified

Bituminous Membrane Roofing

12-21

07 53 23 Ethylene-Propylene-Diene-Monomer Roofing 01-21

07 54 16 Ethylene Interpolymer (KEE) Roofing 01-21

07 54 19 Polyvinyl-Chloride (PVC) Roofing 12-18

07 54 23 Thermoplastic Polyolefin (TPO) Roofing 11-25

07 56 00 Fluid-Applied Roofing 01-21

07 57 13 Sprayed Polyurethane Foam Roofing 12-21

07 60 00 Flashing and Sheet Metal 01-21

07 61 16 Batten Seam Copper Roofing 01-21

07 71 00 Roof Specialties 01-21

07 72 00 Roof Accessories 01-21

07 81 00 Applied Fireproofing 07-23

07 84 00 Firestopping 01-21

07 92 00 Joint Sealants 04-22

07 95 13 Expansion Joint Cover Assemblies 01-21

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 01-21

08 11 73 Sliding Metal Fire Doors 01-21

08 14 00 Interior Wood Doors 01-21

08 17 10 Integrated Door Assemblies 01-21

08 31 13 Access Doors and Frames 06-25

08 32 13 ICU Sliding Glass Doors 01-21

08 33 00 Coiling Doors and Grilles 01-21

08 33 13 Coiling Counter Doors 01-21

08 34 53 Security Doors and Frames 01-21

08 34 59 Vault Doors and Day Gates 01-21

08 35 13.13 Accordion Folding Doors 01-21

08 36 13 Sectional Doors 01-21

08 38 16 Flexible Traffic Doors 01-21

08 41 13 Aluminum-Framed Entrances and Storefronts 01-21

08 42 33 Revolving Door Entrances 01-21

08 44 13 Glazed Aluminum Curtain Walls 04-20

08 51 13 Aluminum Windows 01-21

08 51 13.11 Side-Hinged Aluminum Windows 01-21

08 51 23 Steel Windows 01-21

00 01 10-4

08 51 69.11 Aluminum Storm Windows 01-21

08 56 19 Pass Windows 01-21

08 56 53 Blast Resistant Windows 01-21

08 56 59 Service and Teller Window Units 01-21

08 56 66 Detention Window Screens 01-21

08 63 00 Metal-Framed Skylights 01-21

08 71 00 Door Hardware 03-24

08 71 13 Automatic Door Operators 01-21

08 71 13.11 Low Energy Power Assist Door Operators 01-21

08 80 00 Glazing 01-21

08 90 00 Louvers and Vents 01-21

DIVISION 09 – FINISHES

09 05 16 Subsurface Preparation for Floor Finishes 01-21

09 06 00 Schedule for Finishes 01-21

09 22 16 Non-Structural Metal Framing 06-18

09 23 00 Gypsum Plastering 01-21

09 24 00 Portland Cement Plastering 01-21

09 26 00 Veneer Plastering 01-21

09 29 00 Gypsum Board 04-20

09 30 13 Ceramic/Porcelain Tiling 11-25

09 51 00 Acoustical Ceilings 12-18

09 54 23 Linear Metal Ceilings 01-21

09 63 13 Brick Flooring 01-21

09 63 40 Stone Flooring 01-21

09 65 13 Resilient Base and Accessories 01-21

09 65 16 Resilient Sheet Flooring 06-22

09 65 19 Resilient Tile Flooring 05-18

09 66 13 Portland Cement Terrazzo Flooring 01-21

09 66 16 Terrazzo Floor Tile 10-25

09 67 23.20 Resinous Epoxy Base With Vinyl Chip Broadcast (RES 2) 12-21

09 67 23.30 Resinous (Epoxy Resin Composition) Mortar Flooring

(RES-3)

05-24

09.67.23.40 Resinous Poured In Place Resilient Flooring (RES-4) 01-21

09 67 23.50 Resinous Terrazzo Flooring (RES-5) 01-21

09 67 23.60 Resinous Urethane and Epoxy Mortar Flooring (RES-6A and

RES 6B)

01-21

09 68 00 Carpeting 01-21

09 68 21 Athletic Carpeting 01-21

09 69 00 Access Flooring 01-21

09 72 16 Vinyl-Coated Fabric Wall Covering 01-21

09 72 31 Polypropylene Fabric Wall Covering 01-21

09 78 23 Phenolic Interior Wall Paneling 01-21

09 84 33 Sound-Absorbing Wall Units 01-21

09 91 00 Painting 01-21

09 94 19 Multicolor Interior Finishing 01-21

09 96 59 Resinous Specialty Glazed Coating Systems for Walls, Ceilings, Wallboard, and Block CMU (RES-W1, RES-W2)

01-21

00 01 10-5

DIVISION 10 – SPECIALTIES

10 11 13 Chalkboards and Markerboards 01-21

10 11 23 Tackboards 01-21

10 11 33 Glass-boards (Magnetic & Non-Magnetic) 01-21

10 13 00 Directories 01-21

10 14 00 Signage 01-21

10 21 13 Toilet Compartments 01-21

10 21 16 Shower and Dressing Compartments 01-21

10 21 23 Cubicle Curtain Tracks 01-21

10 22 13 Wire Mesh Partitions 01-21

10 22 19 Demountable Partitions 01-21

10 22 26.13 Accordion Folding Partitions 01-21

10 25 13 Patient Bed Service Walls 05-23

10 26 00 Wall and Door Protection 01-21

10 28 00 Toilet, Bath, and Laundry Accessories 01-21

10 44 13 Fire Extinguisher Cabinets 08-18

10 75 00 Flagpoles 01-21

DIVISION 11 – EQUIPMENT

11 05 12 General Motor Requirements for Equipment 01-21

11 12 00 Parking Control Equipment 01-21

11 17 36 Package Transfer Units 08-25

11 26 00 Unit Kitchens 01-21

11 40 11 Custom Fabricated Food Service Equipment 01-21

11 40 21 Food Service Equipment-Utility Distribution System 01-21

11 41 00 Food Storage Equipment 01-21

11 41 21 Walk-In Coolers and Freezers 01-21

11 44 00 Food Cooking Equipment 01-21

11 48 00 Cleaning and Disposal Equipment 01-21

11 53 13 Laboratory Fume Hoods 01-21

11 53 23 Laboratory Refrigerators 01-21

11 53 53 Biological Safety Cabinets Laminar Airflow Stations 01-21

11 53 61 Custom Fabricated Laboratory Equipment 01-21

11 53 71 Solution Warming Cabinets 01-21

11 71 01 Medical Washing and Sterilizing Equipment 01-21

11 71 02 Laboratory Washing and Sterilizing Equipment 01-21

11 73 00 Ceiling Mounted Patient Lift System 06-25

11 78 00 Mortuary Equipment 01-21

11 78 13 Mortuary Refrigerators 01-21

11 79 13 Hydrotherapy Equipment 01-21

11 82 19 Packaged Incinerators 01-21

DIVISION 12 – FURNISHINGS

12 22 16 Drapery Track and Accessories 01-21

12 24 00 Window Shades 08-17

12 24 21 Lightproof Shades 01-21

12 31 00 Manufactured Metal Casework 01-21

00 01 10-6

12 32 00 Manufactured Wood Casework 01-21

12 34 00 Manufactured Plastic Casework 01-21

12 35 70.21 Medication Cabinet 01-21

12 36 00 Countertops 12-23

12 56 70.11 Suspended Table 01-21

DIVISION 13 - SPECIAL CONSTRUCTION

13 05 41 Seismic Restraint Requirements for Non-Structural

Components

01-21

13 17 23 Therapeutic Pools 01-21

13 17 23.11 Therapeutic Pool Accessories 01-21

13 19 13 Kennel Enclosures and Gates 01-21

13 21 29 Constant Temperature Rooms 01-21

13 21 49 Audiology Booth 01-21

13 34 19 Metal Building Systems 01-21

13 49 00 Radiation Protection 01-21

DIVISION 14– CONVEYING EQUIPEMENT

14 12 11 Traction and Winding Drum Dumbwaiter 04-24

14 21 00 Traction Elevator – New 04-24

14 21 10 Traction Elevator – Modernization 04-24

14 21 11 Traction Cart-lift 04-24

14 24 00 Hydraulic Elevator – New 04-24

14 24 10 Hydraulic Elevator – Modernization 04-24

14 24 11 Hydraulic Cart-lift 04-24

14 91 33 Gravity Soiled Linen Chutes 09-23

14 91 82 Gravity Trash Chutes 09-23

14 92 00 Pneumatic Tube System 09-23

DIVISION 21- FIRE SUPPRESSION

21 08 00 Commissioning of Fire Suppression System 11-16

21 08 00.01 DVA/USACE Projects Commissioning of Fire Suppression

Systems

08-19

21 12 00 Manual Dry Standpipe Systems 06-15

21 13 13 Wet-Pipe Sprinkler Systems 06-15

21 13 16 Dry-Pipe Sprinkler Systems 01-15

21-22-00 Clean Agent Fire Suppression Systems 05-15

21-30-13 Electric-Driven, Fire Pumps 05-15

21-30-16 Diesel-Driven, Fire Pumps 05-15

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 01-23

22 05 12 General Motor Requirements for Plumbing Equipment 09-20

22 05 19 Meters and Gages for Plumbing Piping 09-20

22 05 23 General-Duty Valves for Plumbing Piping 09-20

22 05 33 Heat Tracing for Plumbing Piping 09-20

00 01 10-7

22 07 11 Plumbing Insulation 09-19

22 08 00 Commissioning of Plumbing Systems 11-16

22 08 00.01 DVA/USACE Projects Commissioning of Plumbing Systems 08-19

22 11 00 Facility Water Distribution 05-21

22 11 23 Domestic Water Pumps 09-15

22 12 16 Facility Elevated, Potable-Water Storage Tanks 09-15

22 13 00 Facility Sanitary and Vent Piping 09-20

22 13 23 Sanitary Waste Interceptors 09-20

22 13 29 Sanitary Sewerage Pumps 09-20

22 13 29.13 Wet-Pit Mounted, Vertical Sewerage Pumps 09-20

22 13 33 Packaged, Submersible Sewerage Pump Units 09-20

22 14 00 Facility Storm Drainage 09-15

22 14 29 Sump Pumps 09-15

22 14 33 Packaged, Pedestal Drainage Pump Units 09-15

22 14 36 Packaged, Submersible, Drainage Pump Units 09-15

22 15 00 General Service Compressed-Air Systems 09-20

22 31 11 Water Softeners 09-15

22 33 00 Electric Domestic Water Heaters 09-20

22 34 00 Fuel-Fired Domestic Water Heaters 09-20

22 35 00 Domestic Water Heat Exchangers 09-20

22 40 00 Plumbing Fixtures 05-24

22 42 26 Commercial Disposers 09-15

22 61 13.74 Dental Compressed-Air Piping 05-23

22 61 19.74 Dental Compressed-Air Equipment 09-20

22 62 00 Vacuum Systems for Laboratory and Healthcare Facilities 05-23

22 62 19.74 Dental Vacuum and Evacuation Equipment 09-15

22 63 00 Gas Systems for Laboratory and Healthcare Facilities 05-23

22 66 00 Chemical-Waste Systems for Laboratory and Healthcare

Facilities

09-20

22 67 19.16 Reverse-Osmosis Water Equipment 09-15

22 67 21 Water De-alkalizing System 09-15

DIVISION 23 – HEATING, VENTILATING, AND AIR

CONDITIONING (HVAC)

23 05 10 Common Work Results for Boiler Plant and Steam

Generation

06-24

23 05 11 Common Work Results for HVAC 03-23

23 05 12 General Motor Requirements for HVAC and Steam

Generation Equipment

03-23

23 05 41 Noise and Vibration Control for HVAC Piping and

Equipment

03-23

23 05 51 Noise and Vibration Control for Boiler Plant 03-22

23 05 93 Testing, Adjusting, and Balancing for HVAC 03-23

23 05 93.01 DVA/USACE Projects Testing, Adjusting, and Balancing for HVAC

11-21

23 07 11 HVAC and Boiler Plant Insulation 02-20

23 08 00 Commissioning of HVAC Systems 03-23

23 08 00.01 DVA/USACE Projects Commissioning of HVAC Systems 08-19

23 08 11 Demonstrations and Tests for Boiler Plant 04-20

00 01 10-8

23 09 11 Instrumentation and Control for Boiler Plant 04-24

23 09 23 Direct-Digital Control System for HVAC 03-23

23 10 00 Facility Fuel Systems 04-20

23 11 23 Facility Natural-Gas Piping 04-20

23 21 11 Boiler Plant Piping Systems 12-25

23 21 13 Hydronic Piping 06-25 23 21 23 Hydronic Pumps 03-23

23 22 13 Steam and Condensate Heating Piping 12-25

23 22 23 Steam Condensate Pumps 04-20 23 23 00 Refrigerant Piping 03-24

23 25 00 HVAC Water Treatment 03-23

23 31 00 HVAC Ducts and Casings 03-23

23 34 00 HVAC Fans 03-23

23 36 00 Air Terminal Units 03-23

23 37 00 Air Outlets and Inlets 03-23

23 38 13 Commercial-Kitchen Hoods 03-23

23 40 00 HVAC Air Cleaning Devices 03-23

23 50 11 Boiler Plant Mechanical Equipment 12-25

23 51 00 Breechings, Chimneys, and Stacks 04-20

23 52 25 Low-Pressure Water Heating Boilers 12-25 23 52 28 Low-Pressure Steam Boilers 12-25

23 52 33 Water Tube Boilers 06-25

23 52 39 Fire Tube Boilers 12-25

23 56 00 Solar Energy Heating System 03-23

23 57 33 Geothermal Energy – Direct Use 03-23

23 64 00 Packaged Water Chillers 03-24

23 65 00 Cooling Towers 03-23

23 72 00 Air-to-Air Energy Recovery Equipment 03-24

23 73 00 Indoor Central-Station Air-Handling Units 03-23

23 74 13 Packaged, Outdoor, Central-Station Air-Handling Units 03-23

23 81 00 Decentralized Unitary HVAC Equipment 03-24

23 81 23 Computer-Room Air-Conditioners 03-24

23 81 43 Air-Source Unitary Heat Pumps 03-23

23 81 46 Water-Source Unitary Heat Pumps 03-23

23 81 49 Ground-Source Heat Pump 03-23

23 82 00 Convection Heating and Cooling Units 03-23

23 82 16 Air Coils 03-24

23 84 00 Humidity Control Equipment 03-24

DIVISION 25 – INTEGRATED AUTOMATION

25 10 10 Advanced Utility Metering System 02-10

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 11-22

26 05 13 Medium-Voltage Cables 06-25

26 05 19 Low-Voltage Electrical Power Conductors and Cables 11-22

26 05 26 Grounding and Bonding for Electrical Systems 11-22

26 05 33 Raceway and Boxes for Electrical Systems 11-22

00 01 10-9

26 05 36 Wireways for Radiology Equipment 11-22

26 05 39 Underfloor Raceways for Electrical Systems 11-22

26 05 41 Underground Electrical Construction 06-25

26 05 73 Overcurrent Protective Device Coordination Study 11-22

26 08 00 Commissioning of Electrical Systems 11-22

26 08 00.01 DVA/USACE Projects Commissioning of Electrical Systems 08-19

26 09 23 Lighting Controls 11-22

26 11 16 Secondary Unit Substations 11-22

26 12 19 Pad-Mounted, Liquid-Filled, Medium-Voltage Transformers 11-25

26 13 13 Medium-Voltage Circuit Breaker Switchgear 06-25

26 13 16 Medium-Voltage Fusible Interrupter Switches 11-22

26 20 11 Isolated Power Systems 11-22

26 22 00 Low-Voltage Transformers 11-22

26 23 00 Low-Voltage Switchgear 11-22

26 23 13 Generator Paralleling Controls 11-22

26 24 13 Distribution Switchboards 11-22

26 24 16 Panelboards 11-22

26 24 19 Motor Control Centers 11-22

26 25 11 Busways 11-22

26 26 00 Power Distribution Units for Static Uninterruptible

Power Systems

11-22

26 27 26 Wiring Devices 11-22

26 29 11 Motor Controllers 11-22

26 29 21 Enclosed Switches and Circuit Breakers 11-22

26 32 13 Engine Generators 11-22

26 33 53 Static Uninterruptible Power Supply 11-22

26 33 53.10 Static UPS for Telecommunications Spaces 08-25

26 35 26 Harmonic Filters 11-22

26 36 23 Automatic Transfer Switches 11-22

26 41 00 Facility Lightning Protection 11-22

26 42 00 Cathodic Protection 11-22

26 43 13 Surge Protective Devices 11-22

26 51 00 Interior Lighting 03-24

26 55 71 Medical and Surgical Lighting Fixtures 11-22

26 56 00 Exterior Lighting 11-22

DIVISION 27 – COMMUNICATIONS

27 05 11 Requirements for Communications Installations 09-19

27 05 26 Grounding and Bonding for Communications Systems 06-15

27 05 33 Raceways and Boxes for Communications Systems 10-18

27 05 61 Leased Space, Communication Equipment and Systems 06-15

27 08 00 Commissioning of Communications Systems 11-16

27 08 00.01 DVA/USACE Projects Commissioning of Communications

Systems

08-19

27 10 00 Control, Communication and Signal Wiring 06-15

27 11 00 Telecommunications Room Fittings 06-15

27 15 00 Communications Structured Cabling 01-16

27 31 00 Voice Communications Switching and Routing Equipment 06-15

00 01 10-10

27 31 31 Voice Communications Switching and Routing Equipment -

Extension

06-15

27 32 41 Two-Way Radio Equipment and Systems 10-18

27 41 31 Master Antenna Television Equipment and Systems 06-15

27 51 16 Public Address and Mass Notification Systems 11-22

27 51 23 Intercommunications and Program Systems 06-15

27 52 23 Nurse Call and Code Blue Systems 10-18

27 52 41 Miscellaneous Medical Systems 06-15

27 53 19 Distributed Radio Antenna (Within Building) Equipment and System

10-18

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 00 Common Work Results for Electronic Safety and Security 04-18

28 05 13 Conductors and Cables for Electronic Safety and

Security

10-18

28 05 26 Grounding and Bonding for Electronic Safety and

Security

09-11

28 05 28.33 Conduits and Backboxes for Electronic Safety and

Security

09-11

28 08 00 Commissioning of Electronic Safety and Security Systems 11-16

28 08 00.01 DVA/USACE Projects Commissioning of Electronic Safety and Security Systems

08-19

28 13 00 Physical Access Control System 10-11

28 13 16 Physical Access Control System and Database Management 09-11

28 13 53 Security Access Detection 09-11

28 16 00 Intrusion Detection System 10-11

28 23 00 Video Surveillance 09-11

28 26 00 Electronic Personal Protection System 09-11

28 31 00 Fire Detection and Alarm 10-11

28 52 31 Emergency Call System 06-15

DIVISION 31 – EARTHWORK

31 20 00 Earthwork 08-23

31 20 11 Earthwork (Short Form) 10-12

31 23 19 Dewatering 10-12

31 23 23.33 Flowable Fill 10-12

31 32 23 Pressure Grouting Soil Stabilization 10-12

31 62 00 Driven Piles 10-12

31 63 16 Auger Cast Grout Piles 10-12

31 63 26 Drilled Caissons 10-12

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 23 Cement and Concrete for Exterior Improvements 08-16

32 12 16 Asphalt Paving 09-15

32 14 16 Brick Unit Paving 08-16

32 17 23 Pavement Markings 08-16

32 31 13 Chain Link Fences and Gates 06-18

00 01 10-11

32 31 40 High Security Fences and Gates 08-16

32 84 00 Planting Irrigation 08-16

32 90 00 Planting 08-16

DIVISION 33 – UTILITIES

33 08 00 Commissioning of Site Utility Systems 11-16

33 08 00.01 DVA/USACE Projects Commissioning of Site Utility

Systems

08-19

33 10 00 Water Utilities 03-17

33 30 00 Sanitary Sewer Utilities 06-13

33 40 00 Storm Sewer Utilities 12-17

33 46 13 Foundation Drainage 10-11

33 51 00 Natural-Gas Distribution 10-11

33 63 00 Steam Energy Distribution 02-24

DIVISION 34 – TRANSPORTATION

34 71 13 Passive Vehicle Barriers 04-18

34 75 13.13 Active Vehicle Barriers 08-16

DIVISION 48 – Electrical Power Generation

48 14 00 Solar Energy Electrical Power Generation System 07-23

48 15 00 Wind Energy Electrical Power Generation System 07-23

Milwaukee VAMC 11-01-21

Milwaukee, WI 53295 November 20, 2025

01 00 00 - 1

SECTION 01 00 00

GENERAL REQUIREMENTS

1.1 SAFETY REQUIREMENTS

Refer to Specification 01 35 26 for Safety and Infection Control requirements.

1.2 GENERAL INTENTION

A. See Design-Build (D-B) SOW Studies Drawings and Specifications.

B. Visits to the site by Bidders may be made only as described in the solicitation in accordance with FAR 52.236-27 Site Visit

(Construction).

C. Contractor shall completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor and materials and perform construction related work for Clement

J. Zablocki VA Medical Center (Milw)– Construct Chiller Plant as required by the D-B SOW Studies Drawings and Specifications.

D. The VA will retain a 3rd Party Commissioning Agent (Cx), which will provide certain technical services during Design, Construction, CPS, Cx, Testing and Startup. Such services shall be considered as advisory to the Government and shall not be interpreted as expressing or implying a contractual act of the Government without affirmation by

Contracting Officer (CO) or the CO’s duly authorized Contracting

Officer Representative (COR).

E. All employees of Contractor and subcontractors shall comply with VA security management program and obtain permission of the VA police, be identified by project and employer, and restricted from unauthorized access. Refer to Specification 01 01 10-SN for fingerprint, badging, construction door access and parking requirements.

1.3 STATEMENT OF BID ITEM(S) D-B SOW Studies Drawings and SPECIFICATIONS

A.

0001 Design Services: This project is the design-build of a new Chiller Plant Bldg153 to serve the cooling needs of the Main Hospital, Bldg111. To accommodate the construction of the new Chiller Plant it is expected that Bldg109 will be demo'd and Bldg113 will be modified.

0002 Construction Services: This project is the design-build of a new Chiller Plant Bldg153 to serve the cooling needs of the Main

Hospital, Bldg111. To accommodate the construction of the new Chiller Plant it is expected that Bldg109 will be demo'd and Bldg113 will be modified.

B. SOW Drawings and specifications (contract documents) may be obtained from the SAM.gov website where the solicitation is posted. Hard copies will be the responsibility and expense of the Contractor(s).

Milwaukee, WI 53295 November 20, 2025

01 00 00 - 2

C. Project building locations for work include but are not limited to the following: Buildings 109 Womans Health, 110 Womans Health Garage, 113

Graphics Center, 115 Electrical Substation. The physical Chiller Plant

Construction Site is bound by Lincoln Drive (north & east) and Graphics

Center Alley (south & west). Reference general map of Campus.

1. Scheduled work may be conducted Monday through Friday 6:00am through

6:00pm, or with written permission of the COR.

2. VA patient care and staff locations shall not be scheduled for work and accessed only with written permission of the COR.

3. VA to review and approve in advance the erection of the site construction/security fence. The fence must grant unimpeded access along and through Lincoln drive and Graphics Center Alley. Written permission of the COR is required to close these roads for any purpose, such as loading or loading. Flagmen are required when this occurs.

D. The scope of this project includes but is not limited to the following work:

1. Design, Construction Period Services, Construction, Testing, Start-up, and Commissioning Coordination of Milwaukee Chiller Plant.

Sizing and design of Chiller Plant shall be done based on current and future needs of Main Hospital, Bldg 111,chilled water requirements.

2. Demolition and removal of Bldg 109/110 including removal of abandoned utilities. The buildings are presumed to include ACM. All soils on campus are deemed contaminated unless tested and proven otherwise. Remaining onsite utilities shall be protected during construction.

3. Construction of building and/or structures located within defined construction site sized and/or configured to house chillers, support equipment, cooling towers/tank, glycol tank, electrical, generator(s), etc., and required staff offices. For site security reasons the Study is provided to qualified vetted offerors only and may be used as reference for this project but shall be verified or revised as needed to meet all requirements, the results approved and stamped by a qualified professional engineer in the respective field(s), the offer assuming full responsibility for the Project.

The design to be reviewed and approved by VA. Early release of defined Construction Packages will be allowed as approved by VA.

E. Expected period of performance for the design-build construction contract is 730 days from date of contract award.

Milwaukee, WI 53295 November 20, 2025

01 00 00 - 3

1.4 PROJECT MANAGEMENT TEAM

A. Submit Project Management Team delegation memorandum of the individuals’ detailed below meeting requirements and in accordance with Section 01 33 23 SUBMITTALS within 30 calendar days of the

Notice to Proceed. Please refer to 01 35 26 Section 1.7 for additional requirements. The Offeror shall provide resumes that describe the design build team’s qualifications, to include education and/or certification(s), of the following personnel

(page limitation, two (2) pages per requested resume):

• Design-Build Project Manager

• Construction Project Manager/Site Superintendent

• Onsite Quality Control Specialist

• Lead Architect

• Lead Civil Engineer

• Lead Structural Engineer

• Lead MEP Engineer

• Lead Electrical Engineer

• Lead Controls Engineer

• Lead Startup Testing & Startup Engineer

• Fire Protection Engineer

*Dual hatting will not be allowed.

B. Construction Project Manager (PM)

1. The PM shall have a minimum of 10 years of construction project management experience with at least five years’ experience managing projects similar in size, complexity, and scope.

2. The PM shall be dedicated to this project alone.

3. The PM shall be an employee of the General Contractor and shall be a separate and qualified individual from the General Contractor’s

Superintendent, Quality Control Manager, and Safety Professional.

C. Superintendent & Alternate Superintendents

1. Superintendent(s) shall have a minimum of 10 years of construction superintendence experience with at least five years’ experience as superintendent on projects similar in size, complexity, and scope.

2. Superintendent(s) shall be familiar with OSHA requirements and have experience in the areas of hazard identification and safety compliance in addition to safety training requirements as indicated elsewhere in these specifications. The individual(s) shall be capable of interpreting a critical path schedule and construction

Milwaukee, WI 53295 November 20, 2025

01 00 00 - 4 drawings. Superintendents and Alternate Superintendents shall be

OSHA 30 certified.

3. The General Contractor shall provide adequate supervision wherever work is being performed on the contract. This project will potentially have work in multiple locations concurrently. Adequate, competent supervision is mandatory; therefore, an Alternate

Superintendent or Alternate Superintendents may be necessary. The qualification requirements for the Alternate Superintendent(s) are the same as for the Superintendent.

4. Superintendent(s) shall be dedicated to this project alone.

5. Superintendent(s) shall be an employee of the General Contractor and shall be a separate and qualified individual from the General

Contractor’s Project Manager, Quality Control Manager, and Safety

Professional.

D. Quality Control Manager (QCM) & Communications Project Manager (CPM)

1. The QCM/CPM shall be responsible for the overall management of the

Contractor’s quality control system and has the authority to act in all QC matters for the Contractor. Refer to Specification 01 45 00.

2. The QCM/CPM shall have an RCDD certification and shall have a minimum of 10 years of construction QCM experience with at least five years’ experience on projects similar in size, complexity, and scope.

3. The QCM/CPM may be an employee of the General Contractor and shall be a separate and qualified individual from the General Contractor’s

Superintendent or Safety Professional. The General Contractor’s

Project Manager may be designated the QCM if the necessary qualifications are proven.

4. The QCM/CPM shall be onsite when work is being performed.

E. Safety Professional (SSHO)

1. The SSHO shall administer the General Contractor's Safety Program and government-accepted Accident Prevention Plan (APP).

2. The SSHO shall be dedicated to this project alone.

3. The SSHO is separate from and not the same individual as the contracted third-party CSP or CHST.

Milwaukee, WI 53295 November 20, 2025

01 00 00 - 5

4. The SSHO shall be an employee of the General Contractor and shall be a separate and qualified individual from the General Contractor’s

Project Manager, Superintendent, and Quality Control Manager.

1.5 CONSTRUCTION SECURITY REQUIREMENTS

A. Submit Site Security Plan meeting requirements as listed below and in accordance with Section 01 33 23 SUBMITTALS within 30 calendar days of the Notice to Proceed.

B. Security Plan:

1. The Security Plan defines both physical and administrative security procedures that will remain effective for the entire duration of the contract.

2. The General Contractor is responsible for assuring that all sub-contractors working on the contract and their employees also comply with these regulations.

C. Security Procedures:

1. Contractor’s employees shall not enter the project site without appropriate badge. They may also be subject to inspection of their personal effects when entering or leaving the project site.

2. A Special Agreement SAC form is required for every contract employee. See the SPECIAL NOTES specification for an example of this SAC form and the badging process. This needs to be supplied to the COR for every contract employee on the jobsite. Even if the

Contractor has an active badge, a SAC form is needed for the COR’s records.

3. Before starting work the Contractor shall give one week’s notice to the Contracting Officer so that security escort arrangements can be provided for the employees. This notice is separate from any notices required for utility shutdown described later in this section.

4. No photography of VA premises is allowed without written permission of the Contracting Officer.

5. VA reserves the right to shut down the project site and order

Contractor’s employees off the premises in the event of a national emergency. The Contractor may return to the site only with the written approval of the Contracting Officer.

D. Document Control:

1. Before starting any work, and as required by the Contracting

Officer, the General Contractor and sub-contractors shall provide an electronic security memorandum describing their approach to maintaining confidentiality of VA “sensitive information”.

Milwaukee, WI 53295 November 20, 2025

01 00 00 - 6

2. The Contractor is responsible for safekeeping of all drawings, project manual and other project information. This information shall be shared only with those with a specific need to accomplish the project.

3. These security documents shall not be removed or transmitted from the project site without the written approval of Contracting

Officer.

4. All paper waste or electronic media shall be shredded and destroyed in a manner acceptable to the VA.

5. Notify Contracting Officer and Site Security Officer immediately when there is a loss or compromise of “sensitive information”.

E. Motor Vehicle Restrictions

1. Permits shall be issued for Contractor and its employees for parking in designated areas only. See the SPECIAL NOTES Specification.

1.6 OPERATIONS AND STORAGE AREAS

A. Submit Logistics Plan meeting requirements as listed below and in accordance with Section 01 33 23 SUBMITTALS within 30 calendar days of the Notice to Proceed. At a minimum, the Logistics Plan shall include proposed laydown/storage areas, delivery routes, container & equipment staging, temporary toilets, dumpsters, ingress & egress routes, construction fencing, and job trailers.

B. Containers/deliveries/pallets shall be marked with the construction contract number (TDB) and Project Number 695-24-101. Dumpsters remaining on VA property longer than five days shall also be so marked.

C. The Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. The Contractor shall hold and save the

Government, its officers, and agents, free and harmless from liability of any nature occasioned by the Contractor's performance.

D. Temporary storage facilities and utilities may be requested, built, or implemented by the Contractor, but only with the approval of the COR.

They shall be provided with labor and materials furnished by the

Contractor without expense to the Government. Any temporary storage or utilities shall be removed by the Contractor at its expense upon completion of the work. Ultimately, working space and space available for storing materials shall be determined by the COR.

1. Do not store materials and equipment in other than assigned areas.

2. Schedule delivery of materials and equipment shall be made only to the immediate construction site. Provide unobstructed access to roadways and sidewalks – complying with the traffic control plan –

Milwaukee, WI 53295 November 20, 2025

01 00 00 - 7 or other areas as required by COR. Flagmen required when effecting traffic or pedestrian movement.

3. Storage of Contractor's materials and equipment will be permitted subject to fire and safety requirements.

E. The Contractor shall, under regulations prescribed by the Contracting

Officer, use only established roads and assigned laydown areas as authorized by the COR. When materials are transported or delivered in prosecuting the work, vehicles shall not be loaded beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by any Federal, State, or local law or regulation. Deliveries at the

Loading Dock shall be coordinated with the COR. The Contractor shall not cross curbs, lawns, or sidewalks, and shall protect existing conditions from damage. The Contractor shall repair or pay for the repair of any damaged curbs, sidewalks, or roads.

F. The Contractor and all subcontractor employees are subject to rules of

Medical Center applicable to their conduct.

G. Execute work to interfere as little as possible with normal functioning of Medical Center as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others. Use of equipment and tools that transmit vibrations and noises through building structures is not permitted in buildings that are occupied, during construction, jointly by patients or medical personnel, and Contractor's personnel, except as permitted by COR where required by limited working space. Refer to the SPECIAL NOTES

Specification for more details.

H. Utilities Services: Maintain existing utility services in the Medical

Center and on the VA campus. Provide temporary facilities, labor, materials, equipment, connections, and utilities to ensure uninterrupted services when needed. Where necessary to cut existing pipes (sanitary drain, roof drain, condensate drain), electrical wires, conduits, cables, etc., of utility services, or of fire protection systems or communications systems (except telephone), they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by COR. All such actions shall be coordinated with the COR and Utility.

1. No utility service such as water, natural gas, steam, medical gases, sewers, electricity, or fire protection systems and communications systems may be interrupted without prior approval of COR.

Electrical work shall be accomplished with all affected circuits or equipment de-energized. Refer to Specifications 21 13 13, 22 05 11, 26 05 11, 27 05 11 and 28 05 00 for additional requirements.

Utility interruptions shall be off shift (after 5pm, with re-establishment of utility prior to 6am next day and as approved by the COR using the VA Outage Review/Approval Process.

Milwaukee, WI 53295 November 20, 2025

01 00 00 - 8

2. Contractor shall submit a request to interrupt any such services to

COR, in writing, 21 days in advance of proposed interruption.

Request shall state reason, date, exact time of, and approximate duration of such interruption.

3. Contractor will be advised (in writing) of approval of request, or of which other date and/or time such interruption will cause least inconvenience to operations of Medical Center Campus. Interruption time approved by Medical Center Campus may occur at other than

Contractor's normal working hours.

4. In case of a contract construction emergency, service will be interrupted on approval of COR. Such approval will be confirmed in writing as soon as practical.

5. Whenever required for a connection fee be paid to a public utility provider for new permanent service to the construction project, for such items as water, sewer, electricity, gas or steam, payment of such fee shall be the responsibility of the Government and not the

Contractor.

I. Phasing:

1. Submit overall Phasing Plan (there may be multiple specific and individual phasing plans) meeting requirements as listed below and in accordance with Section 01 33 23 SUBMITTALS within 30 calendar days of the Notice to Proceed meeting.

2. The Medical Center Campus must maintain its operation 24 hours a day

7 days a week. Therefore, any interruption in service must be scheduled and coordinated with the COR to ensure that no lapses in operation occur. It is the Contractor’s responsibility to develop a work plan and schedule detailing, at a minimum, the procedures to be employed, the equipment and materials to be used, and the infection control/interim life safety methods employed during the work defining the duration of the work with milestone subtasks. Refer to

Specification 01 32 16.17 for schedule requirements.

3. To ensure such executions, Contractor shall furnish the COR with a schedule of approximate phasing dates on which the Contractor intends to accomplish work in each specific area of site. In addition, Contractor shall notify the COR three (3) weeks in advance of the proposed date of starting work in each specific area of site.

Arrange such phasing dates to ensure accomplishment of this work in successive phases mutually agreeable to COR.

4. The first phase(s) of this Project shall be administrative. The

General Contractor shall prepare pre-construction submittals for VA review and approval (see paragraph 1.6.O this specification);

specifically, submittals for “long lead time equipment”. Only if it is logical and feasible after determining with certainty long lead

Milwaukee, WI 53295 November 20, 2025

01 00 00 - 9 equipment deliveries cannot meet a reasonably revised schedule the

Contracting Officer may evaluate and implement a temporary contract suspension to avoid excess GC General Conditions expenses. This will be a bilateral discussion with the Contractor, the VA having authority to make the final determination.

5. The project site is on Milwaukee Campus, the location now generally occupied by Bldg 109 and its support garage, the specific construction site bound by Lincoln Drive (north, east) and Chiller

Plant Alley (south, west). See Campus site plan.

6. The project site will be available to the Contractor immediately after issuance of the Notice to Proceed (to coordinate the pre-construction survey and for the preparation of other pre-construction submittals). Only upon approval of long lead time equipment submittals and required pre-construction submittals will the project site and any approved laydown areas be formally turned over to Contractor for mobilization and work (Phase II). Any other access must occur only with written approval of the COR.

7. Contractor shall take all measures and provide all material necessary for protecting existing equipment utilities and property in affected areas of construction against unnecessary/unplanned destruction or damage, so that Medical Center Campus operations will not be hindered or physical loss incurred. Coordinate protection means in areas so that Medical Center Campus operations will continue without impact on staff, patients, visitors and other contractors during the construction period.

J. Construction Fence (exterior civil work): Construction fence location, including privacy screen details, shall be included in the submitted

Logistics Plan. Before construction operations begin, Contractor shall provide a chain link construction fence and privacy screen, seven (7) feet minimum height, around the construction area indicated on the drawings. The civil work construction fence shall be phased, and the fence may have to be occasionally move or opened as the Contractor completes work. Provide secure/lockable gates as required for access with necessary hardware, including hasps and padlocks. VA padlock shall be daisy-chained with Contractor padlock for our access at any time. Ensure the Fire Department always has access to the Fire

Department Connection at each building. Fasten fence fabric to terminal posts with tension bands and to line posts and top and bottom rails with tie wires spaced at maximum 15 inches. Bottom of fences shall extend to no more than 1-inch above grade. Remove the fence when directed by COR. Provide the entire construction fence with an approved fabric privacy screening full height with wind cut-outs.

Opacity/shade percentage 85% lock-stitch strength 50 LPF consisting of a kitted high density polyethylene filament. Color/design to be COR approved. The fence made secure and shall not blow over in any wind.

Milwaukee, WI 53295 November 20, 2025

01 00 00 - 10

K. When the construction site is turned over to Contractor, Contractor shall accept entire responsibility including upkeep and maintenance, specifically:

1. Grass and weeds shall be mowed/cut regularly inside and along the exterior of the construction fence, terminating as curbs or blacktop.

2. Storage of materials and equipment shall be kept orderly.

3. Contractor portable toilets shall be serviced and cleaned by an outside service contractor.

L. Abandoned Lines: As necessary, all service lines such as wires, cables, conduits, ducts, pipes and the like, and their hangers or supports, which are to be abandoned but are not required to be entirely removed, shall be sealed, capped, or plugged at the main, branch or panel they originate from.

1. Those which are indicated to be abandoned but cannot be entirely removed shall be sealed, capped, or plugged at the main, branch, or panel they originate from in an approved method.

2. Abandoned raceways that cannot be fully removed shall have the cables removed in all of those abandoned pipes, raceways, conduits, and duck banks. Where removal of conduit and duct banks is not feasible and if approved by COR, cut abandoned raceway at horizontal level (before turn-up) and cap (do not use tape – use an approved existing style conduit type cap) and paint cap red. Indicate location on record documents.

3. The intent is that those systems listed above that are so embedded in existing concrete walls or floors that they cannot be fully removed without compromising the structure can be capped. These shall be fully investigated by the Contractor and reviewed and accepted by the COR.

4. The lines shall not be capped in any finished or unfinished areas, but shall be removed and sealed, capped, or plugged only in masonry, CMU, concrete where they penetrate those materials or if accepted by the COR within walls or partitions; so that they are completed behind finished surfaces.

M. Existing Conditions: Upon completion of demolition activities, there may be other existing MEP infrastructure to remain (conduit or piping).

The Contractor shall be responsible for supporting and anchoring this infrastructure (that will remain) to meet current code requirements.

N. To minimize interference of construction activities with flow of

Medical Center Campus traffic, comply with the following:

1. Keep roads, walks and entrances to grounds, parking and occupied areas of buildings clear of construction materials, debris and standing construction equipment and vehicles. Wherever excavation for new utility lines cross existing roads, at least one lane must

Milwaukee, WI 53295 November 20, 2025

01 00 00 - 11 always be open to traffic. Follow traffic control plan as noted in the drawings.

2. Method and scheduling of required cutting, altering and removal of existing roads, walks and entrances must be approved by the COR.

3. Coordinate the work for this contract with other construction operations as directed by COR. This includes the scheduling of traffic and the use of roadways, as specified in Article, USE OF

ROADWAYS.

O. Pre-Construction Submittal Requirements (required to be complete and VA approved prior to mobilization):

Preconstruction Submittal Reference Due

Surety Bonds & Certificates of

Insurance To CO; Prior to NTP

SF 1413s (Subcontractor List) Pursuant to FAR

52.222-11

Schedule Consultant

Qualification Proposal 01 32 16.15 Within 15d of award

Project Management Team Memo

(PM, Supt, QCM/CPM, SSHO, Etc.)

01 00 00/

01 35 26 Within 30 of NTP

Construction Site Security Plan 01 00 00 Within 30 of NTP

Non-Disclosure Agreements 01 00 00 As Required

Logistics Plan 01 00 00 Within 30 of NTP

Construction Phasing Plans 01 00 00 Within 30 of NTP *

Existing Conditions Survey 01 00 00 Within 30 of NTP

Construction Schedule (Interim) 01 32 16.15 Within 30 of NTP

Schedule of Values 01 32 16.15 Within 30 of NTP

Submittal Register 01 33 23 Within 30 of NTP

Accident Prevention Plan 01 35 26 Within 30 of NTP

Activity Hazard Analyses 01 35 26 Within 30 of NTP, or

7 prior to Activity

OSHA Certificates and Applicable

Training Documents 01 35 26 Within 30 of NTP

Infection Control Plan(s) 01 35 26 Within 30 of NTP *

Fire Safety Plan 01 35 26 Within 30 of NTP

Contractor Quality Control (CQC)

Plan 01 45 00 Within 30 of NTP

Milwaukee, WI 53295 November 20, 2025

01 00 00 - 12

Environmental Protection Plan 01 57 19 Within 30 of NTP

Construction Waste Management

Plan 01 74 19 Within 30 of NTP

Construction Schedule (Final) 01 32 16.15

After Initial

Schedule and Schedule of Values have been approved

Sustainable Construction

Spreadsheet 01 81 13 Within 15 of Kickoff

* NOTE: EVERY NEW PHASE / WORKSITE / CONSTRUCTION PACKAGE SHALL

REQUIRE A PHASING PLAN FOR VA REVIEW AND APPROVAL.

* REFRENCE VA DESIGN-BUILD SPECIFICATION 01 2 16.17, NETWORK ANLAYSIS

SCHEDULE – MAJOR DESIGN/BUILD PROJECTS.

1.7 ALTERATIONS

A. Site Survey: Before any work is started, the Contractor shall make a thorough survey of the project site with the COR and furnish a written report. The report shall list:

1. For exterior work, existing conditions of roads, curbs, grassy areas, existing above-ground infrastructure (signage, lighting, structures, hydrants) and other items not required to be altered during the contract work. The report should demarcate the items that are affected by the work from those that are not impacted by the work.

2. Existence and conditions of items such as plumbing fixtures and accessories, electrical fixtures, equipment, shades, etc., required by the drawings to be either reused or relocated, or both.

3. Note any discrepancies between drawings and existing conditions at site.

4. Shall designate areas for working space, materials storage, and routes of access to areas within buildings where alterations occur, and which have been agreed upon by Contractor and COR. Coordinate with the Contractor’s Logistics Plan.

B. Any items required by drawings to be either reused or relocated or both, found during this survey to be nonexistent, or in opinion of COR, to be in such condition that their use is impossible or impractical, shall be furnished and/or replaced by Contractor with new items in accordance with specifications which will be furnished by Government.

Provided the contract work is changed by reason of this subparagraph B, the contract will be modified accordingly, under provisions of clause entitled "DIFFERING SITE CONDITIONS" (FAR 52.236-2) and "CHANGES" (FAR

52.243-4 and VAAR 852.243-70/71).

Milwaukee, WI 53295 November 20, 2025

01 00 00 - 13

C. Re-Survey: Prior to final inspection date and as requested by the

Contractor, the Contractor and COR together shall make a thorough re-survey of the areas or areas involved in the Existing Conditions

Survey.

1. Re-survey report shall also list any damage caused by Contractor to floors, walls, ceilings, or above-grade infrastructure (roads, curbs, signage, hydrants, landscaping) and other surfaces, despite protection measures; and will form basis for determining extent of repair work required of Contractor to restore damage caused by

Contractor's workers in executing work of this contract.

D. Protection: Provide the following protective measures:

1. Wherever existing building envelope surfaces or grounds are disturbed they shall be protected against construction activity.

Utilities serving areas other than the construction site shall be repaired immediately upon discovery.

2. Temporary protection against damage for portions of existing structures and grounds where work is to be done, materials handled, and equipment moved and/or relocated.

3. Protection of interior of existing structures always, from damage, dust, and weather infiltration. Wherever work is performed, floor surfaces that are to remain in place shall be adequately protected prior to starting work, and this protection shall be maintained intact until all work in the area is completed.

1.8 DISPOSAL AND RETENTION

A. Refer to Specification 01 74 19 for more information. Materials and equipment accruing from work removed and from demolition activities shall be disposed of as follows:

1. Reserved items (existing to remain or existing to relocate) which are to remain property of the Government are identified in the drawings. Items that remain property of the Government shall be removed or dislodged from present locations in such a manner as to prevent damage which would be detrimental to re-installation and reuse.