657-101 100PCT Combined Specs_rev1 (1).pdf
PDF 26 MB Posted
- Solicitation number
- 36C77623R0194
About this file
This document provides details for a federal contract opportunity to construct an addition to an Urgent Care Clinic building for the Department of Veterans Affairs. The solicitation number is 36C77623R0194 and seeks to add to the Urgent Care Clinic located at VA facility VA-24-00003283. Vendors are to provide all materials, labor and equipment necessary to complete the construction of the building addition according to the specifications. The deadline for responses is not provided in this document. The Department of Veterans Affairs Technology Acquisition Center located in Austin, Texas is the contracting agency managing this project.
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05-01-21
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
DIVISION 01 - GENERAL REQUIREMENTS
01 00 00 General Requirements 05-21
01 32 16.15 Project Schedules (Small Projects – Design/Bid/Build) 03-20
01 33 23 Shop Drawings, Product Data, and Samples 05-17
01 35 26 Safety Requirements 07-20
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 03-19
01 57 19 Temporary Environmental Controls 01-21
01 58 16 Temporary Interior Signage 07-15
01 74 19 Construction Waste Management 01-21
01 81 13 Sustainable Construction Requirements 10-17
01 83 16.01 Blast Performance Requirements -
01 91 00 General Commissioning Requirements 10-15
01 91 00A Commissioning Plan Appendix -
DIVISION 02 – EXISTING CONDITIONS
02 41 00 Demolition 08-17
DIVISION 03 – CONCRETE
03 15 13 PVC Water Stops -
03 30 00 Cast-in-Place Concrete 01-21
DIVISION 04 – MASONRY
04 05 13 Masonry Mortaring 10-17
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
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05 40 00 Cold-Formed Metal Framing 01-21
05 50 00 Metal Fabrications 08-18
05 51 50 Roof Access Ladders -
DIVISION 06 – WOOD, PLASTICS AND COMPOSITES
06 10 00 Rough Carpentry 10-17
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 10 00 Geocomposite Drainage Mat -
07 11 13 Bituminous Dampproofing 01-21
07 21 13 Thermal Insulation 01-21
07 22 00 Roof and Deck Insulation 01-21
07 22 70 Fall Protection Devices -
07 27 26 Fluid-Applied Membrane Air Barrier, Vapor Permeable 01-21
07 54 23 Thermoplastic Polyolefin (TPO) Roofing 01-21
07 60 00 Flashing and Sheet Metal 01-21
07 71 00 Roof Specialties 01-21
07 72 00 Roof Accessories 01-21
07 72 33 Roof Hatches -
07 72 33.1 Roof Hatch Rail System -
07 81 00 Applied Fireproofing (UNDER DEVELOPMENT) 10-17
07 84 00 Firestopping 01-21
07 92 00 Joint Sealants 10-17
07 95 13 Expansion Joint Cover Assemblies (UNDER DEVELOPMENT) 01-21
DIVISION 08 - OPENINGS
08 11 13 Hollow Metal Doors and Frames 01-21
08 14 00 Interior Wood Doors 01-21
08 14 23 Impact Resistant Interior Doors 06-20
08 17 10 Integrated Door Assemblies 01-21
08 31 13 Access Doors and Frames 01-21
08 41 13 Aluminum-Framed Entrances and Storefronts 01-21
08 44 13 Glazed Aluminum Curtain Walls (UNDER DEVELOPMENT) 04-20
08 45 23 Insulated Translucent Fiberglass Sandwich Panel
Skylight System
02-15
08 71 00 Door Hardware 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 22 16 Non-Structural Metal Framing 06-18
09 29 00 Gypsum Board 04-20
09 30 13 Ceramic/Porcelain Tiling 01-21
09 51 00 Acoustical Ceilings 12-18
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09 65 13 Resilient Base and Accessories 01-21
09 65 16 Resilient Sheet Flooring 05-18
09 65 19 Resilient Tile Flooring 05-18
09 91 00 Painting 01-21
DIVISION 10 – SPECIALTIES
10 14 00 Signage 01-21
10 21 23 Cubicle Curtain Tracks 01-21
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
DIVISION 11 – EQUIPMENT
11 73 00 Ceiling Mounted Patient Lift System 08-20
DIVISION 12 – FURNISHINGS
12 32 00 Manufactured Wood Casework 09-15
12 36 00 Countertops 12-18
12 48 13 Entrance Floor Mats and Frames CUSTOM
DIVISION 13 - SPECIAL CONSTRUCTION
13 05 41 Seismic Restraint Requirements for Non-Structural
Components
01-14
13 49 00 Radiation Protection 02-16
DIVISION 14 – CONVEYING EQUIPEMENT (CUSTOM) (NOT USED)
DIVISION 21 - FIRE SUPPRESSION
21 13 13 Wet-Pipe Sprinkler Systems 06-15
DIVISION 22 – PLUMBING
22 05 11 Common Work Results for Plumbing 09-20
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
22 07 11 Plumbing Insulation 09-19
22 08 00 Commissioning of Plumbing Systems 11-16
22 11 00 Facility Water Distribution 11-19
22 11 23 Domestic Water Pumps 09-15
22 13 00 Facility Sanitary and Vent Piping 09-20
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22 14 00 Facility Storm Drainage 09-15
22 40 00 Plumbing Fixtures 09-15
22 62 00 Vacuum Systems for Laboratory and Healthcare Facilities 09-15
22 63 00 Gas Systems for Laboratory and Healthcare Facilities 09-15
DIVISION 23 – HEATING, VENTILATING, AND AIR
CONDITIONING (HVAC)
23 05 11 Common Work Results for HVAC 02-20
23 05 12 General Motor Requirements for HVAC and Steam
Generation Equipment
02-20
23 05 41 Noise and Vibration Control for HVAC Piping and
Equipment
02-20
23 05 93 Testing, Adjusting, and Balancing for HVAC 02-20
23 07 11 HVAC and Boiler Plant Insulation 02-20
23 08 00 Commissioning of HVAC Systems 02-20
23 09 23 Direct-Digital Control System for HVAC 09-11
23 10 00 Facility Fuel Oil Systems 04-20
23 21 13 Hydronic Piping 02-20 23 21 23 Hydronic Pumps 02-20
23 22 13 Steam and Condensate Heating Piping 02-20
23 23 00 Refrigerant Piping 02-20
23 25 00 HVAC Water Treatment 02-20
23 31 00 HVAC Ducts and Casings 02-20
23 34 00 HVAC Fans 02-20
23 36 00 Air Terminal Units 02-20
23 37 00 Air Outlets and Inlets 02-20
23 40 00 HVAC Air Cleaning Devices 03-20
23 73 00 Indoor Central-Station Air-Handling Units 03-20
23 81 00 Decentralized Unitary HVAC Equipment 03-20
23 82 00 Convection Heating and Cooling Units 03-20
23 82 16 Air Coils 03-20
DIVISION 25 – INTEGRATED AUTOMATION (NOT USED)
DIVISION 26 – ELECTRICAL
26 05 11 Requirements for Electrical Installations 01-16
26 05 19 Low-Voltage Electrical Power Conductors and Cables 01-17
26 05 26 Grounding and Bonding for Electrical Systems 01-17
26 05 33 Raceway and Boxes for Electrical Systems 01-18
26 05 39 Underfloor Raceways for Electrical Systems 01-18
26 05 41 Underground Electrical Construction 01-17
26 05 73 Overcurrent Protective Device Coordination Study 01-18
26 08 00 Commissioning of Electrical Systems 11-16
26 09 23 Lighting Controls 01-18
26 22 00 Low-Voltage Transformers 01-18
26 24 16 Panelboards 01-18
26 24 19 Motor Control Centers 01-18
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26 27 26 Wiring Devices 01-18
26 29 11 Motor Controllers 01-18
26 29 21 Enclosed Switches and Circuit Breakers 01-17
26 41 00 Facility Lightning Protection 01-17
26 43 13 Surge Protective Devices 01-17
26 51 00 Interior Lighting 01-18
26 56 00 Exterior Lighting 01-18
DIVISION 27 – COMMUNICATIONS
27 05 11 Requirements for Communications Installations 09-19
27 05 26 Grounding and Bonding for Communications Systems 11-21
27 05 33 Conduits and Backboxes for Communications Systems 11-21
27 05 36 Cable Trays for Communications Systems 11-21
27 10 00 Structured Cabling 11-21
27 11 00 Communications Equipment Room Fittings 06-15
27 11 16 Communications Cabinets, Racks, Frames and Enclosures 11-21
27 11 19 Communications Termination Blocks and Patch Panels 11-21
27 11 26 Communications Rack Mounted Power Protection and Power
Strips
11-21
27 13 13 Communications Copper Backbone Cabling 11-21
27 13 13.13 Communications Copper Cable Splicing and Terminations 11-21
27 13 23 Communications Optical Fiber Backbone Cabling 11-21
27 15 13 Communications Copper Horizontal Cabling 11-21
27 15 13.13 Communications Optical Fiber Cable Splicing and
Terminations
11-21
27 41 31 Master Antenna Television Equipment and Systems 06-15
27 51 16 Public Address and Mass Notification Systems 10-18
27 52 23 Nurse Call and Code Blue Systems 12-20
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 13 00 Physical Access Control 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
DIVISION 31 – EARTHWORK
31 20 00 Earthwork 07-16
DIVISION 32 – EXTERIOR IMPROVEMENTS
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32 05 23 Cement and Concrete for Exterior Improvements 08-16
32 12 16 Asphalt Paving 09-15
32 13 16 Special Finish Concrete Paving custom
32 13 73 Concrete Paving Joint Sealants custom
32 14 13.19 Permeable Interlocking Concrete Unit Paving custom
32 14 40 Stone Unit Paving custom
32 17 23 Pavement Markings 08-16
32 17 26 Tactile Warning Surfacing custom
32 90 00 Planting 08-16
32 90 00 Bio-Retention -
DIVISION 33 – UTILITIES
33 08 00 Commissioning of Site Utility Systems 11-16
33 10 00 Water Utilities 03-17
33 30 00 Sanitary Sewer Utilities 06-13
33 40 00 Storm Sewer Utilities 12-17
33 44 19.13 In-line Utility Storm Water Filters custom
33 46 13 Foundation Drainage 10-11
33 51 00 Natural Gas Distribution 10-11
DIVISION 34 – TRANSPORTATION
34 71 13 Passive Vehicle Barriers 04-18
DIVISION 48 – Electrical Power Generation (NOT USED)
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SECTION 00 01 15
LIST OF DRAWING SHEETS
The drawings listed below accompanying this specification form a part of the contract.
SHEET
NUMBER SHEET NAME
GENERAL
GI001 COVER - VOLUME 1
GI003 GENERAL INFORMATION AND ABBREVIATIONS
GI004 ACCESSIBILITY STANDARDS
GI005 FIRST FLOOR DEPARTMENTAL PLAN
GI110 CODE DATA SHEET
GI111 FIRST FLOOR LIFE SAFETY PLAN
CIVIL
VF101 TOPOGRAPHIC AND IMPROVEMENT SURVEY
C100 CIVIL GENERAL NOTES AND LEGENDS
CD101 CIVIL - DEMOLITION PLAN
CG101 OVERLOT GRADING PLAN
CG102 EXISTING CONDITIONS MAJOR DRAINAGE BASINS
CG103 EXISTING CONDITION STORMWATER DRAINAGE PLAN
CG104 DEVELOPED STORMWATER DRAINAGE PLAN
CG105 EROSION CONTROL PLAN INITIAL BMPS
CG106 EROSION CONTROL PLAN INTERIM BMPS
CG107 EROSION CONTROL PLAN FINAL BMPS
CG401 DETAILED GRADING PLAN
CG402 DETAILED GRADING PLAN
CG501 EROSION CONTROL BMP DETAILS
CG502 EROSION CONTROL BMP DETAILS
CG601 COORDINATE POINT SCHEDULE
CG602 DEVELOPED STORMWATER RUNOFF CALCULATIONS
CS101 CIVIL - SITE PLAN
CS301 CIVIL SITE DETAILS CONCRETE RETAINING WALL
CS501 CIVIL SITE DETAILS CURB & SIDEWALK
CS502 CIVIL SITE DETAILS POST, POLE BASE, DOME PANEL
CS503 CIVIL SITE DETAILS - WATER QUALITY CONTROL DETAILS
CS504 CIVIL SITE DETAILS - CONCRETE RETAINING AND STONE WALLS
CU101 CIVIL - OVERALL UTILITY PLAN
CU301 SANITARY SEWER PLAN AND PROFILE
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CU302 STORM SEWER PLAN AND PROFILE - 1
CU303 STORM SEWER PLAN AND PROFILE - 2
CU304 STORM SEWER PLAN AND PROFILE - 3
CU305 STORM DRAINAGE SWALE PLAN AND PROFILE
CU306 CIVIL - HYDRANT/WATER SERVICE MODIFICATION PLAN & PROFILE
CU501 CIVIL UTILITY DETAILS WATER DISTRIBUTION SYSTEM
CU502 CIVIL UTILITY DETAILS WATER DISTRIBUTION SYSTEM
CU503 CIVIL UTILITY DETAILS - STORM AND SANITARY SEWER
CU504 CIVIL UTILITY DETAILS STORM DRAIN BASINS
CU505 CIVIL UTILITY DETAILS STORM SEWER INLET DETAILS
CU506 CIVIL UTILITY DETAILS DOWNSPOUTS AND UNDERDRAINS
CU507 CIVIL UTILITY DETAILS FUEL OIL SUPPLY LINE
CU508 CIVIL UTILITY DETAILS DETENTION STRUCTURE
CU509 CIVIL UTILITY DETAILS DETENTION STRUCTURE
LANDSCAPE
L-001 LANDSCAPE GENERAL NOTES AND ABBREVIATIONS
LD101 LANDSCAPE DEMOLITION PLAN
LS101 SITE PLAN
LS401 ENLARGED HARDSCAPE PLANS
LS501 SITE HARDSCAPE DETAILS
LP101 OVERALL PLANTING PLAN
LP401 ENLARGED PLANTING PLANS
LP402 ENLARGED PLANTING PLANS
LP403 ENLARGED PLANTING PLANS
LP501 PLANTING DETAILS
STRUCTURAL
S-001 STRUCTURAL NOTES
S-002 STRUCTURAL ABBREVATIONS, NOTES, AND SYMBOLS
S-003 SPECIAL INSPECTIONS
S-004 LOAD KEY PLAN
SB109 CAISSON PLAN
SB110 GRADE BEAM PLAN
SB111 SLAB PLAN - FIRST FLOOR
SB511 FOUNDATION DETAILS
SB512 FOUNDATION DETAILS
SB513 FOUNDATION DETAILS
SB514 FOUNDATION DETAILS
SF110 FRAMING PLAN - OVERALL
SF111 FRAMING PLAN - ENTRANCE ROOF & CORRIDOR ROOF
SF112 FRAMING PLAN - MAIN ROOF
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SF113 FRAMING PLAN - IMAGING ROOF & HIGH ROOF AND ENTRANCE SAIL
SF211 FRAMING ELEVATIONS
SF212 FRAMING ELEVATIONS
SF311 FRAMING SECTIONS
SF312 FRAMING SECTIONS
SF313 FRAMING SECTIONS
SF314 FRAMING SECTIONS
SF315 FRAMING SECTIONS
SF320 WALL SECTIONS
SF321 WALL SECTIONS
SF411 ENLARGED FRAMING PLANS
SF511 STEEL FRAMING DETAILS
SF512 STEEL FRAMING DETAILS
SF513 COLD FORM STEEL FRAMING DETAILS
SF514 STEEL FRAMING DETAILS
SF515 STEEL FRAMING DETAILS
SF516 STEEL FRAMING DETAILS
SF521 BRACED FRAME DETAILS
SF531 ROOF AND ENVELOPE DETAILS
SK901 ISOMETRIC VIEWS
GENERAL
GI002 COVER - VOLUME 2
ARCHITECTURAL
AD111 FIRST FLOOR DEMOLITION PLAN
A-110 FIRST FLOOR DIMENSION PLAN
A-111 FIRST FLOOR ANNOTATION PLAN
A-121 FIRST FLOOR REFLECTED CEILING PLAN
A-131 ROOF PLAN
A-141 FIRST FLOOR FINISH PLAN
A-151 EQUIPMENT FLOOR PLAN
A-210 EXTERIOR ELEVATIONS
A-220 INTERIOR ELEVATIONS
A-221 INTERIOR ELEVATIONS
A-222 INTERIOR ELEVATIONS
A-310 BUILDING SECTIONS
A-311 BUILDING SECTIONS
A-320 WALL SECTIONS
A-321 WALL SECTIONS
A-322 WALL SECTIONS
A-323 WALL SECTIONS
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A-324 WALL SECTIONS
A-325 WALL SECTIONS
A-410 ENLARGED PLANS
A-412 ENLARGED REFLECTED CEILING PLAN
A-420 ENLARGED ELEVATIONS
A-430 CASEWORK SECTIONS
A-431 CASEWORK SECTIONS
A-510 PLAN DETAILS
A-511 PLAN DETAILS
A-520 CEILING DETAILS
A-530 SECTION DETAILS
A-531 SECTION DETAILS
A-532 SECTION DETAILS
A-533 SECTION DETAILS
A-540 PROFILE DETAILS
A-610 WALL TYPE SCHEDULE AND DETAILS
A-620 DOOR SCHEDULE AND TYPICAL DOOR/WINDOW DETAILS
A-640 FINISH SCHEDULE, LEGEND AND TYPICAL FINISH DETAILS
A-641 FINISH MATERIALS PALETTE
A-910 INTERIOR PERSPECTIVES
A-911 EXTERIOR PERSPECTIVES
FIRE ALARM
FA001 FIRE ALARM GENERAL NOTES, SYMBOLS AND LEGENDS
FA111 FIRE ALARM PLAN - FIRST FLOOR
FIRE PROTECTION
FX001 FIRE SUPPRESSION GENERAL NOTES, SYMBOLS AND LEGENDS
FX111 FIRE SUPPRESSION HAZARD PLAN - FIRST FLOOR
FX121 FIRE SUPPRESSION RCP - FIRST FLOOR
PLUMBING
P-001 PLUMBING ABBREVIATIONS, SYMBOLS, AND LEGENDS
P-601 PLUMBING SCHEDULES AND DETAILS
PP111 PLUMBING PIPING PLAN - FIRST FLOOR
PW110 PLUMBING SANITARY PLAN - BELOW GRADE
PW111 PLUMBING SANITARY PLAN - FIRST FLOOR
PW112 PLUMBING SANITARY PLAN - ROOF
PG111 PLUMBING MEDICAL GAS PLAN - FIRST FLOOR
PP501 PLUMBING DOMESTIC WATER DIAGRAM
PP901 PLUMBING DOMESTIC WATER ISOMETRIC
PW901 PLUMBING SANITARY AND STORM ISOMETRIC
PG901 PLUMBING MEDICAL GAS ISOMETRIC
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MECHANICAL
M-001 MECHANICAL ABBREVIATIONS AND GENERAL NOTES
M-002 MECHANICAL SYMBOLS AND LEGENDS
M-601 MECHANICAL EQUIPMENT SCHEDULES
MH111 MECHANICAL HVAC PLAN - FIRST FLOOR
MH112 MECHANICAL HVAC PLAN - ROOF
MH901 MECHANICAL DUCTWORK ISOMETRIC DIAGRAM
MP111 MECHANICAL PIPING PLAN - FIRST FLOOR
MP901 MECHANICAL PIPING ISOMETRIC DIAGRAM
M-301 MECHANICAL SECTIONS
M-401 MECHANICAL ENLARGED PLAN
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-504 MECHANICAL DETAILS
M-505 MECHANICAL DETAILS
M-506 MECHANICAL DETAILS
M-507 MECHANICAL DETAILS
M-701 MECHANICAL CONTROLS
M-702 MECHANICAL CONTROLS
ELECTRICAL
E-001 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES
E-002 ELECTRICAL SYMBOLS
ED101 ELECTRICAL LIGHTING SITE DEMOLITION PLAN
EL111 ELECTRICAL LIGHTING SITE PLAN
EL121 FIRST FLOOR ELECTRICAL LIGHTING PLAN
EL122 FIRST FLOOR ELECTRICAL LIGHTING CONTROL PLAN
EL123 UPPER CEILING ELEC. LIGHTING AND LIGHTING CONTROL PLAN
EP111 FIRST FLOOR ELECTRICAL POWER PLAN
EP112 ROOF ELECTRICAL POWER PLAN
EP121 LIGHTNING PROTECTION ROOF PLAN
EP131 POWER MAIN FEEDER ROUTING PLAN
EP411 FIRST FLOOR ELECTRICAL ENLARGED PLANS
ET111 FIRST FLOOR ELECTRICAL TELECOM PLAN
ET411 FIRST FLOOR ELECTRICAL TELECOM ENLARGED PLANS
ET412 FIRST FLOOR TELECOM ELEVATIONS
ET413 FIRST FLOOR TELECOM ENLARGED PLANS
E-501 ELECTRICAL DETAILS
E-502 ELECTRICAL DETAILS
E-503 ELECTRICAL DETAILS
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E-504 ELECTRICAL DETAILS
E-601 ELECTRICAL EQUIPMENT SCHEDULE
E-602 ELECTRICAL ONE-LINE DIAGRAM
E-603 ELECTRICAL TELCOM BACKBONE RISER
E-604 ELECTRICAL PANEL SCHEDULES
E-605 ELECTRICAL PANEL SCHEDULES
E-606 ELECTRICAL PANEL SCHEDULES
E-609 ELECTRICAL LUMINAIRE SCHEDULE
E-610 LIGHTING CONTROL SCHEDULES
E-611 LIGHTING CONTROL WIRING DIAGRAMS
E-612 LIGHTING CONTROL WIRING DIAGRAMS
- - - END - - -
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SECTION 01 42 19
REFERENCE STANDARDS
PART 1 - GENERAL
1.1 DESCRIPTION
A. This section specifies the availability and source of references and standards specified in the project manual under paragraphs APPLICABLE
PUBLICATIONS and/or shown on the drawings.
1.2 AVAILABILITY OF SPECIFICATIONS LISTED IN THE GSA INDEX OF FEDERAL
SPECIFICATIONS, STANDARDS AND COMMERCIAL ITEM DESCRIPTIONS FPMR PART 101-
29 (FAR 52.211-1) (AUG 1998)
A. The GSA Index of Federal Specifications, Standards and Commercial Item
Descriptions, FPMR Part 101-29 and copies of specifications, standards, and commercial item descriptions cited in the solicitation may be obtained for a fee by submitting a request to – GSA Federal Supply
Service, Specifications Section, Suite 8100, 470 East L’Enfant Plaza, SW, Washington, DC 20407, Telephone (202) 619-8925, Facsimile (202)
619-8978.
B. If the General Services Administration, Department of Agriculture, or
Department of Veterans Affairs issued this solicitation, a single copy of specifications, standards, and commercial item descriptions cited in this solicitation may be obtained free of charge by submitting a request to the addressee in paragraph (a) of this provision. Additional copies will be issued for a fee.
1.3 AVAILABILITY FOR EXAMINATION OF SPECIFICATIONS NOT LISTED IN THE GSA
INDEX OF FEDERAL SPECIFICATIONS, STANDARDS AND COMMERCIAL ITEM
DESCRIPTIONS (FAR 52.211-4) (JUN 1988)
A. The specifications and standards cited in this solicitation can be examined at the following location:
B. DEPARMENT OF VETERANS AFFAIRS
Office of Construction & Facilities Management
Facilities Quality Service (00CFM1A)
425 Eye Street N.W, (sixth floor)
Washington, DC 20001
Telephone Numbers: (202) 632-5249 or (202) 632-5178
Between 9:00 AM - 3:00 PM
1.4 AVAILABILITY OF SPECIFICATIONS NOT LISTED IN THE GSA INDEX OF FEDERAL
SPECIFICATIONS, STANDARDS AND COMMERCIAL ITEM DESCRIPTIONS (FAR 52.211-3)
(JUN 1988)
A. The specifications cited in this solicitation may be obtained from the associations or organizations listed below.
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AA......................Aluminum Association Inc.
http://www.aluminum.org
AABC....................Associated Air Balance Council https://www.aabc.com
AAMA....................American Architectural Manufacturer's
Association http://www.aamanet.org
AASHTO..................American Association of State Highway and
Transportation Officials http://www.aashto.org
AATCC...................American Association of Textile Chemists and
Colorists http://www.aatcc.org
ACGIH...................American Conference of Governmental Industrial
Hygienists http://www.acgih.org
ACI.....................American Concrete Institute http://www.aci-int.net
ACPA....................American Concrete Pipe Association http://www.concrete-pipe.org
ACPPA...................American Concrete Pressure Pipe Association http://www.acppa.org
ADC.....................Air Diffusion Council http://flexibleduct.org
AGA.....................American Gas Association http://www.aga.org
AGC.....................Associated General Contractors of America http://www.agc.org
AGMA....................American Gear Manufacturers Association, Inc.
http://www.agma.org
AH .....................American Hort
........................https://www.americanhort.org
AHAM....................Association of Home Appliance Manufacturers http://www.aham.org
AIA.....................American Institute of Architects
........................http://www.aia.org
AISC....................American Institute of Steel Construction http://www.aisc.org
Jefferson Barracks VA Medical Center Construct Urgent Care St. Louis, MO
December 1, 2022 100% Bid Documents
657-101JB
http://www.agma.org/ https://www.americanhort.org/ http://www.aham.org/ http://www.aia.org/
01 42 19 - 3
AISI....................American Iron and Steel Institute http://www.steel.org
AITC....................American Institute of Timber Construction https://aitc-glulam.org
AMCA....................Air Movement and Control Association, Inc.
http://www.amca.org
ANSI....................American National Standards Institute, Inc.
http://www.ansi.org
APA.....................The Engineered Wood Association http://www.apawood.org
ARI.....................Air-Conditioning and Refrigeration Institute http://www.ari.org
ARPM....................Association for Rubber Product Manufacturers
........................https://arpm.com
ASABE...................American Society of Agricultural and Biological
Engineers https://www.asabe.org
ASCE....................American Society of Civil Engineers http://www.asce.org
ASHRAE..................American Society of Heating, Refrigerating, and
Air-Conditioning Engineers http://www.ashrae.org
ASME....................American Society of Mechanical Engineers http://www.asme.org
ASSE....................American Society of Sanitary Engineering
International http://www.asse-plumbing.org
ASTM....................American Society for Testing and Materials
International http://www.astm.org
AWI.....................Architectural Woodwork Institute https://www.awinet.org
AWS.....................American Welding Society https://www.aws.org
AWWA....................American Water Works Association https://www.awwa.org
BHMA....................Builders Hardware Manufacturers Association https://www.buildershardware.com
Jefferson Barracks VA Medical Center Construct Urgent Care St. Louis, MO
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http://www.ari.org/ https://arpm.com/
01 42 19 - 4
BIA.....................The Brick Industry Association http://www.gobrick.com
CAGI....................Compressed Air and Gas Institute https://www.cagi.org
CGA.....................Compressed Gas Association, Inc.
https://www.cganet.com
CI......................The Chlorine Institute, Inc.
https://www.chlorineinstitute.org
CISCA...................Ceilings and Interior Systems Construction
Association https://www.cisca.org
CISPI...................Cast Iron Soil Pipe Institute https://www.cispi.org
CLFMI...................Chain Link Fence Manufacturers Institute https://www.chainlinkinfo.org
CPA.....................Composite Panel Association
........................https://www.compositepanel.org
CPMB....................Concrete Plant Manufacturers Bureau https://www.cpmb.org
CRA.....................California Redwood Association http://www.calredwood.org
CRSI....................Concrete Reinforcing Steel Institute https://www.crsi.org
CTI.....................Cooling Technology Institute https://www.cti.org
DHA.....................Decorative Hardwoods Association
........................https://www.decorativehardwoods.org
DHI.....................Door and Hardware Institute https://www.dhi.org
EGSA....................Electrical Generating Systems Association http://www.egsa.org
EEI.....................Edison Electric Institute https://www.eei.org
EPA.....................United States Environmental Protection Agency https://www.epa.gov
ETL.....................ETL Testing Services http://www.intertek.com
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FAA.....................Federal Aviation Administration https://www.faa.gov
FCC.....................Federal Communications Commission https://www.fcc.gov
FPS.....................Forest Products Society http://www.forestprod.org
GANA....................Glass Association of North America http://www.glasswebsite.com
FM......................Factory Mutual Global Insurance https://www.fmglobal.com
GA......................Gypsum Association https://gypsum.org
GSA.....................General Services Administration https://www.gsa.gov
HI......................Hydraulic Institute http://www.pumps.org
ICC.....................International Code Council https://shop.iccsafe.org
ICEA....................Insulated Cable Engineers Association https://www.icea.net
ICAC....................Institute of Clean Air Companies http://www.icac.com
IEEE....................Institute of Electrical and Electronics
Engineers https://www.ieee.org\
IGMA....................Insulating Glass Manufacturers Alliance
........................https://www.igmaonline.org
IMSA....................International Municipal Signal Association http://www.imsasafety.org
MBMA....................Metal Building Manufacturers Association https://www.mbma.com
MSS.....................Manufacturers Standardization Society of the
Valve and Fittings Industry http://msshq.org
NAAMM...................National Association of Architectural Metal
Manufacturers https://www.naamm.org
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PHCC....................Plumbing-Heating-Cooling Contractors
Association https://www.phccweb.org
NBS.....................National Bureau of Standards
See - NIST
NBBI....................The National Board of Boiler and Pressure
Vessel Inspectors https://www.nationalboard.org
NEC.....................National Electric Code
See - NFPA National Fire Protection Association
NEMA....................National Electrical Manufacturers Association https://www.nema.org
NFPA....................National Fire Protection Association https://www.nfpa.org
NHLA....................National Hardwood Lumber Association https://www.nhla.com
NIH.....................National Institute of Health https://www.nih.gov
NIST....................National Institute of Standards and Technology https://www.nist.gov
NELMA...................Northeastern Lumber Manufacturers Association, Inc.
http://www.nelma.org
NPA.....................National Particleboard Association
(See CPA, Composite Panel Association)
NSF.....................National Sanitation Foundation http://www.nsf.org
OSHA....................Occupational Safety and Health Administration
Department of Labor https://www.osha.gov
PCA.....................Portland Cement Association https://www.cement.org
PCI.....................Precast Prestressed Concrete Institute https://www.pci.org
PPI.....................Plastics Pipe Institute https://www.plasticpipe.org
PEI.....................Porcelain Enamel Institute http://www.porcelainenamel.com
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PTI.....................Post-Tensioning Institute http://www.post-tensioning.org
RFCI....................Resilient Floor Covering Institute https://www.rfci.com
RIS.....................Redwood Inspection Service
(See Western Wood Products Association)
........................https://www.wwpa.org
SCMA....................Southern Cypress Manufacturers Association http://www.cypressinfo.org
SDI.....................Steel Door Institute http://www.steeldoor.org
SJI.....................Steel Joist Institute https://www.steeljoist.org
SMACNA..................Sheet Metal & Air-Conditioning Contractors’
National Association https://www.smacna.org
SSPC....................The Society for Protective Coatings https://www.sspc.org
STI.....................Steel Tank Institute https://www.steeltank.com
SWI.....................Steel Window Institute https://www.steelwindows.com
TCNA....................Tile Council of North America
........................https://www.tcnatile.com
TEMA....................Tubular Exchanger Manufacturers Association http://www.tema.org
TPI.....................Truss Plate Institute https://www.tpinst.org
UBC.....................The Uniform Building Code
(See ICC)
UL......................Underwriters' Laboratories Incorporated https://www.ul.com
ULC.....................Underwriters' Laboratories of Canada https://www.ulc.ca
WCLB....................West Coast Lumber Inspection Bureau http://www.wclib.org
WDMA....................Window and Door Manufacturers Association
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........................https://www.wdma.com
WRCLA...................Western Red Cedar Lumber Association https://www.realcedar.com
WWPA....................Western Wood Products Association http://www.wwpa.org
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02-01-21
01 45 00 - 1
SECTION 01 45 00
QUALITY CONTROL
PART 1 - GENERAL
1.1 DESCRIPTION
A. This section specifies requirements for Contractor Quality Control
(CQC) for Design-Bid-Build (DBB) or Design-Build (DB) construction projects. This section can be used for both project types.
1.2 APPLICABLE PUBLICATIONS
A. The publication 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.
B. ASTM International (ASTM)
1. D3740 - (2012a) Minimum Requirements for Agencies Engaged in the
Testing and/or Inspection of Soil and Rock as Used in Engineering
Design and Construction
2. E329 - (2014a) Standard Specification for Agencies Engaged in the
Testing and/or Inspection of Materials Used in Construction
1.3 SUBMITTALS
A. Government approval is required for all submittals. CQC inspection reports shall be submitted under this Specification section and follow the Applicable CQC Control Phase (Preparatory, Initial, or Follow-Up):
naming convention.
1. Preconstruction Submittals
a. Interim CQC Plan
b. CQC Plan
c. Additional Requirements for Design Quality Control (DQC) Plan
2. Design Data
a. Discipline-Specific Checklists
b. Design Quality Control
3. Test Reports
a. Verification Statement
PART 2 - PRODUCTS – NOT USED
PART 3 - EXECUTION
3.1 GENERAL REQUIREMENTS
A. Establish and maintain an effective quality control (QC) system. that complies with the FAR Clause 52.246.12 titled “Inspection of
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Construction”. QC consists of plans, procedures, and organization necessary to produce an end product which complies with the Contract requirements. The QC system covers all design and construction operations, both onsite and offsite, and be keyed to the proposed design and construction sequence. The project superintendent will be held responsible for the quality of work and is subject to removal by the Contracting Office or Authorized designee for non-compliance with the quality requirements specified in the Contract. In this context the highest level manager responsible for the overall construction activities at the site, including quality and production is the project superintendent. The project superintendent maintains a physical presence at the site at all times and is responsible for all construction and related activities at the site, except as otherwise acceptable to the Contracting Officer.
3.2 CQC PLAN:
A. Submit the CQC Plan no later than CO or Designee to determine during
Constructability review – 15/30/60 days after receipt of Notice to
Proceed (NTP) proposed to implement the requirements of the FAR Clause
52.246.12 titled “Inspection of Construction”. The Government will consider an Interim CQC Plan for the first days of operation, which must be accepted within 10 business days of NTP. Design and/or construction will be permitted to begin only after acceptance of the
CQC Plan or acceptance of an Interim plan applicable to the particular feature of work to be started. Work outside of the accepted Interim CQC
Plan will not be permitted to begin until acceptance of a CQC Plan or another Interim CQC Plan containing the additional work scope is accepted.
B. Content of the CQC Plan: Include, as a minimum, the following to cover all design and construction operations, both onsite and offsite, including work by subcontractors, designers of record consultants, architects/engineers (A/E), fabricators, suppliers, and purchasing agents:
1. A description of the QC organization, including a chart showing lines of authority and acknowledgement that the CQC staff will implement the three phase control system for all aspects of the work
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01 45 00 - 3 specified. Include a CQC System Manager that reports to the project superintendent.
2. The name, qualifications (in resume format) duties, responsibilities, and authorities of each person assigned a CQC function.
3. A copy of the letter to the CQC System Manager signed by an authorized official of the firm which describes the responsibilities and delegates sufficient authorities to adequately perform the functions of the CQC System Manager, including authority to stop work which is not in compliance with the Contract. Letters of direction to all other various quality control representatives outlining duties, authorities, and responsibilities will to the
Contracting Officer or Authorized designee. be issued by the CQC
System Manager. Furnish copies of these letters
4. Procedures for scheduling, reviewing, certifying, and managing submittals including those of subcontractors, designers of record, consultants, A/E’s offsite fabricators, suppliers and purchasing agents. These procedures must be in accordance with Section 01 33 23
Shop Drawings, Product Data, and Samples.
5. Control, verification, and acceptance of testing procedures for each specific test to include the test name, specification paragraph requiring test, feature of work to be tested, test frequency, and person responsible for each test. (Laboratory facilities approved by the Contracting Officer or Authorized designee are required to be used)
6. Procedures for tracking Preparatory, Initial, and Follow-Up control phases and control, verification, and acceptance tests including documentation.
7. Procedures for tracking design and construction deficiencies from identification through acceptable corrective action. Establish verification procedures that identified deficiencies have been corrected.
8. Reporting procedures, including proposed reporting formats.
9. A list of the definable features of work. A definable feature of work is a task which is separate and distinct from other tasks has separate control requirements, and is identified by different trades
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01 45 00 - 4 or disciplines, or it is work by the same trade in a different environment. Although each section of specifications can generally be considered as a definable feature of work, there are frequently more than one definable feature under a particular section. This list will be agreed upon during the Coordination meeting.
10. Coordinate schedule work with Special Inspections required by
Section 01 45 35 Special Inspections, the Statement of Special
Inspections and Schedule of Special Inspections. Where the applicable Code issue by the International Code Council (ICC) calls for inspections by the Building Official, the Contractor must include the inspections in the CQC Plan and must perform the inspections required by the applicable ICC. The Contractor must perform these inspections using independent qualified inspectors.
Include the Special Inspection Plan requirements in the CQC Plan.
C. Additional Requirements for Design Quality Control (DQC) Plan: The following additional requirements apply to the DQC Plan for DB projects only and not DBB projects:
1. Submit and maintain a DQC Plan as an effective QC program which assures that all services required by this contract are performed and provided in a manner that meets professional architectural and engineering quality standards. As a minimum, all documents must be technically reviewed by competent, independent reviewers identified in the DQC Plan. The same element that produced the product may not perform the independent technical review (ITR). Correct errors and deficiencies in the design documents prior to submitting them to the
Government.
2. Include the design schedule in the master project schedule, showing the sequence of events involved in carrying out the project design tasks within the specific Contract period. This should be at a detailed level of scheduling sufficient to identify all major design tasks, including those that control the flow of work. Include review and correction periods associated with each item. This should be a forward planning as well as a project monitoring tool. The schedule reflects calendar days and not dates for each activity. If the schedule is changed, submit a revised schedule reflecting the change within 7 calendar days. Include in the DQC Plan the discipline-
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01 45 00 - 5 specific checklists to be used during the design and quality control of each submittal. Submit at each design phase as part of the project documentation these completed discipline-specific checklists.
3. Implement the DQC Plan by a DQC Manager who has the responsibility of being cognizant of and assuring that all documents on the project have been coordinated. This individual must be a person who has verifiable engineering or architectural design experience and is a
Professional Engineer or Registered Architect within the state of
Construction location. Notify the Contracting Officer or Authorized designee, in writing, of the name of the individual, and the name of an alternate person assigned to the position.
D. Acceptance of Plan: Acceptance of the Contractor’s plan is required prior to the start of design and construction. Acceptance is conditional and will be predicated on satisfactory performance during the design and construction. The Government reserves the right to require the Contractor to make changes in the CQC Plan and operations including removal of personnel as necessary, to obtain the quality specified.
E. Notification of Changes: After acceptance of the CQC Plan, notify the
Contracting Officer or Authorized designee in writing of any proposed change. Proposed changes are subject to acceptance by the Government prior to implementation by the Contractor.
3.3 COORDINATION MEETING:
A. After the Preconstruction Conference Post-award Conference before start of design or construction, and prior to acceptance by the Government of the CQC Plan, meet with the Contracting Officer or Authorized designee to discuss the Contractor’s quality control system. Submit the CQC Plan a minimum of 2 or 5 business days prior to the Coordination Meeting.
During the meeting, a mutual understanding of the system details must be developed, including the forms for recording the CC operations, design activities (if applicable), control activities, testing, administration of the system for both onsite and offsite work, and the interrelationship of Contractor’s Management and control with the
Government’s Quality Assurance. Minutes of the meeting will be prepared by the Government, signed by both the Contractor and
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Contracting Officer or Authorized designee and will become a part of the contract file. There can be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings or address deficiencies in the CQC system or procedures which can require corrective action by the Contractor.
3.4 QUALITY CONTROL ORGANIZATION:
A. Personnel Requirements: The requirements for the CQC organization are a
Safety and Health Manager, CQC System Manager, a Design Quality Manager
(if applicable), and sufficient number of additional qualified personnel to ensure safety and Contract compliance. The Safety and
Health Manager shall satisfy the requirements of Specification 01 35 26
Safety Requirements and reports directly to a senior project (or corporate) official independent from the CQC System Manager. The Safety and Health Manager will also serve as a member of the CQC Staff.
Personnel identified in the technical provisions as requiring specialized skills to assure the required work is being performed properly will also be included as part of the CQC organization. The
Contractor’s CQC staff maintains a presence at the site at all times during progress of the work and have complete authority and responsibility to take any action necessary to ensure Contract compliance. The CQC staff will be subject to acceptance by the
Contracting Officer or Authorized designee. Provide adequate office space, filing systems, and other resources as necessary to maintain an effective and fully functional CQC organization. Promptly complete and furnish all letters, material submittals, shop drawings submittals, schedules and all other project documentation to the CQC organization.
The CQC organization is responsible to maintain these documents and records at the site at all times, except as otherwise acceptable to the
Government.
B. CQC System Manager: Identify as CQC System Manager an individual within the onsite work organization that is responsible for overall management of CQC and has the authority to act in all CQC matters for the
Contractor. The CQC system Manager is required to be a graduate engineer, graduate architect, or a graduate of construction management, with a minimum of 3 years construction experience on construction similar to the scope of this Contract. PM or SRE to determine
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01 45 00 - 7 qualifications based on project complexity at construction review .
This CQC System manager is on the site at all times during construction and is employed by the General Contractor. The CQC System Manger is assigned as CQC System Manager but has duties as project superintendent in addition to quality control. Identify in the plan an alternate to serve in the event of the CDQC System Manager’s absence. The requirements for the alternate are the same as the CQC System Manager.
C. CQC Personnel: In addition to CQC personnel specified elsewhere in the contract, provide as part of the CQC organization specialized personnel to assist in the CQC System Manager for the following areas, as applicable: electrical, mechanical, civil, structural, environmental, architectural, materials technician submittals clerk, Commissioning
Agent/LEED specialist, and low voltage systems. These individuals or specified technical companies are directly employed by the General
Contractor and cannot be employed by a supplier or subcontractor on this project ; be responsible to the CQC System Manager; be physically present at the construction site during work on the specialized personnel’s areas of responsibility; have the necessary education or experience in accordance with the Experience Matrix listed herein.
These individuals can perform other duties but need to be allowed sufficient time to perform the specialized personnel’s assigned quality controls duties as described in the CQC Plan. A single person can cover more than one area provided that the single person is qualified to perform QC activities in each designated and that workload allows.
EXPERIENCE MATRIX
Area Qualifications
Civil
Graduate Civil Engineer or Construction
Manager with 2 years experience in the type of work being performed on this project or technician with 5 years related experience.
Mechanical
Graduate Mechanical Engineer with 2 years experience or construction professional with 5 years of experience supervising mechanical features of work in the field with a construction company.
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Area Qualifications
Electrical
Graduate Electrical Engineer with 2 years related experience or construction professional with 5 years of experience supervising electrical features of work in the field with a construction company.
Structural
Graduate Civil Engineer (with Structural
Track or Focus), Structural Engineer, or
Construction Manager with 2 years experience or construction professional with 5 years experience supervising structural features of work in the field with a construction company.
Architectural
Graduate Architect with 2 years experience or construction professional with 5 years of related experience.
Environmental Graduate Environmental Engineer with 3 years experience.
Submittals Submittal Clerk with 1 year experience.
Concrete, Pavement, and Soils Materials Technician with 2 years experience for the appropriate area.
Testing, Adjusting, and
Balancing (TAB)
Specialist must be a member of AABC or an experienced technicaion of the firm certified by the NEBB.
Design Quality Control Manager Registered Architect or Professional
Engineer
D. Additional Requirements: In addition to the above experience and education requirements, the CQC System Manager and Alternate CQC System
Manager are required to have completed the Construction Quality
Management (CQM) for Construction course. If the CQC System Manager does not have a current specification, obtain the CQM for Contractors course identification within 90 days of award. This course is periodically offered by the Naval Facilities Engineering Command and the Army Corps of Engineers. Contact the Contracting Officer or
Authorized designee for information on the next scheduled class.
E. Organizational Changes: Maintain the CQC staff at full strength at all times. When it is necessary to make changes to the CQC staff, revise the CQC Plan to reflect the changes and submit the changes to the
Contracting Officer or Authorized designee for acceptance.
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3.5 SUBMITTALS AND DELIVERABLES
A. Submittals have to comply with the requirements in Section 01 33 23
Shop Drawings, Product Data, and Samples. The CQC organization is responsible for certifying that all submittals and deliverables are in compliance with the contract requirements. When Section 01 91 00
General Commissioning Requirements is included in the contract, the submittals required by the section have to be coordinated with the
Section 01 33 23 Shop Drawings, Product Data, and Samples to ensure adequate time is allowed for each type of submittal required.
3.6 CONTROL:
A. CQC is the means by which the Contractor ensures that the construction, to include that of subcontractors and suppliers, complies with the requirements of the contract. At least three phases of control are required to be conducted by the CQC System Manager for each definable feature of the construction work as follows:
1. Preparatory Phase: This phase is performed prior to beginning work on each definable feature of work after all required plans/documents/materials are approved/accepted, and after copies are at the work site. This phase includes:
a. A review of each paragraph of applicable specifications, references codes, and standards. Make available during the preparatory inspection a copy of those sections of referenced codes and standards applicable to that portion of the work to be accomplished in the field. Maintain and make available in the field for use by Government personnel until final acceptance of the work.
b. Review of the Contract drawings.
c. Check to assure that all materials and equipment have been tested, submitted, and approved.
d. Review of provisions that have been made to provide required control inspection and testing.
e. Review Special Inspections required by Section 01 45 35 Special
Inspections, that Statement of Special Inspections and the
Schedule of Specials Inspections.
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f. Examination of the work area to assure that all required preliminary work has been completed and is in compliance with the
Contract.
g. Examination of required materials, equipment, and sample work to assure that they are on hand conform to approved shop drawings or submitted data, and are properly stored.
h. Review of the appropriate Activity Hazard Analysis (AHA) to assure safety requirements are met.
i. Discussion of procedures for controlling quality of the work including repetitive deficiencies. Document construction tolerances and workmanship standards – contract defined or industry standard if not contract defined - for that feature of work.
j. Check to ensure that the portion of the plan for the work to be performed has been accepted by the Contracting Officer.
k. Discussion of the initial control phase.
l. The Government needs to be notified at least 48 hours or 2 business days in advance of beginning the Preparatory control phase. Include a meeting conducted by the CQC System Manager and attended by the superintendent, other CQC personnel (as applicable), and the foreman responsible for the definable feature. Document the results of the Preparatory phase actions by separate minutes prepared by the CQC System Manager and attach to the daily CQC report. Instruct applicable workers as to the acceptable level of workmanship required in order to meet contract specifications.
B. Initial Phase: This phase is accomplished at the beginning of a definable feature of work. Accomplish the following:
1. Check work to ensure that it is in full compliance…
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