Attachment 6 - 544-329 Eye Clinic CD Specs 8.19.24.pdf

VAMC Project #544-329

WJB Dorn VAMC Eye Clinic Center

6439 Garners Ferry Road

Columbia, SC 29209

SPECIFICATIONS

Eye Clinic Center – Final Construction Documents WJBD Veterans Affairs Medical Center – Columbia, SC

Charlotte Engineers, LLP 08-18-22

SEALS PAGE

HDR Architecture, INC., J. Richard Alsop III

ARCHITECT

HDR Architecture, INC., David T. Baker

CIVIL ENGINEER

The Landplan Group South, Inc., Charles W. Howell

LANDSCAPE ARCHITECT

Fitzpatrick Engineering Group, Douglas G. Fitzpatri ck Structural Engineer

Charlotte Engineers, Gregory A. Turner

MECHANICAL ENGINEER, PLUMBING ENGINEER

Charlotte Engineers, John C. Edwards, Jr

ELECTRICAL ENGINEER

Charlotte Engineers, John R. Callahan

FIRE PROTECTION ENGINEER

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

VHA MASTER SPECIFICATIONS

TABLE OF CONTENTS

Section 00 01 10

DIVISION 00- SPECIAL SECTIONS

00 01 15 List of Drawing Sheets

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Requirements

01 32 16.15 Project Schedules (Small Projects – Design/Bid/Build)

01 33 23 Shop Drawings, Product Data, and Samples

01 35 26 Safety Requirements

01 42 19 Reference Standards

01 45 00 Quality Control

01 45 29 Testing Laboratory Services

01 45 35 Special Inspections

01 57 19 Temporary Environmental Controls

01 58 16 Temporary Interior Signage

01 71 21 Specialty Engineering Requirements

01 74 19 Construction Waste Management

01 81 13 Sustainable Construction Requirements

01 91 00 General Commissioning Requirements

DIVISION 02 – EXISTING CONDITIONS

02 21 13 Site Surveys

02 82 11 Traditional Asbestos Abatement

02 83 33.13 Lead-Based Paint Removal and Disposal

DIVISION 03 – CONCRETE

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

03 45 00 Glass Fiber Reinforced Concrete

DIVISION 04 – MASONRY

04 01 00 Maintenance of Masonry

04 05 13 Masonry Mortaring

04 05 16 Masonry Grouting

04 20 00 Unit Masonry

04 72 00 Cast Stone Masonry

DIVISION 05 – METALS

05 12 00 Structural Steel Framing

05 21 00 Steel Joist Framing

05 31 00 Steel Decking

05 40 00 Cold-Formed Metal Framing

05 50 00 Metal Fabrications

DIVISION 06 – WOOD,PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry

06 16 63 Cementitious Sheathing

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 08 00 Facility Exterior Closure Commissioning

07 13 00 Sheet Waterproofing

07 19 16 Silane Water Repellents

00 01 10-2

07 21 13 Thermal Insulation

07 22 00 Roof and Deck Insulation

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

07 54 23 Thermoplastic Polyolefin (TPO) Roofing

07 60 00 Flashing and Sheet Metal

07 71 00 Roof Specialties

07 72 00 Roof Accessories

07 84 00 Firestopping

07 92 00 Joint Sealants

DIVISION 08 -OPENINGS

08 11 13 Hollow Metal Doors and Frames

08 14 00 Interior Wood Doors

08 31 13 Access Doors and Frames

08 41 13 Aluminum-Framed Entrances and Storefronts

08 44 13 Glazed Aluminum Curtain Walls

08 71 00 Door Hardware

08 71 13 Automatic Door Operators

08 80 00 Glazing

DIVISION 09 – FINISHES

09 05 16 Subsurface Preparation for Floor Finishes

09 22 16 Non-Structural Metal Framing

09 29 00 Gypsum Board

09 30 13 Ceramic/Porcelain Tiling

09 51 00 Acoustical Ceilings

09 65 13 Resilient Base and Accessories

09 65 16 Resilient Sheet Flooring

09 65 19 Resilient Tile Flooring

09 67 23.20 Resinous Epoxy Base with Vinyl Chip Broadcast (RES 2)

09 68 00 Carpeting

09 91 00 Painting

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

DIVISION 10 – SPECIALTIES

10 11 13 Chalkboards and Markerboards

10 14 00 Signage

10 21 23 Cubicle Curtain Tracks

10 26 00 Wall and Door Protection

10 28 00 Toilet, Bath, and Laundry Accessories

10 44 13 Fire Extinguisher Cabinets

10 73 15 Prefabricated Architectural Canopies

DIVISION 12 – FURNISHINGS

12 24 00 Window Shades

12 24 21 Lightproof Shades

12 34 00 Manufactured Plastic Casework

12 36 00 Countertops

DIVISION 13 – SPECIAL CONSTRUCTION

13 05 41 Seismic Restraint Requirements for Non-Structural Components

DIVISION 21- FIRE SUPPRESSION

21 07 11 Fire Suppression Insulation

21 08 00 Commissioning of Fire Suppression System

21 13 13 Wet-Pipe Sprinkler Systems

21 13 16 Dry-Pipe Sprinkler Systems

00 01 10-3

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing

22 05 12 General Motor Requirements for Plumbing Equipment

22 05 19 Meters and Gages for Plumbing Piping

22 05 23 General-Duty Valves for Plumbing Piping

22 05 33 Heat Tracing for Plumbing Piping

22 07 11 Plumbing Insulation

22 08 00 Commissioning of Plumbing Systems

22 11 00 Facility Water Distribution

22 11 23 Domestic Water Pumps

22 13 00 Facility Sanitary and Vent Piping

22 33 00 Electric Domestic Water Heaters

22 40 00 Plumbing Fixtures

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING

(HVAC)

23 05 11 Common Work Results for HVAC

23 05 12 General Motor Requirements for HVAC and Steam Generation

Equipment

23 05 41 Noise and Vibration Control for HVAC Piping and Equipment

23 05 93 Testing, Adjusting, and Balancing for HVAC

23 07 11 HVAC and Boiler Plant Insulation

23 08 00 Commissioning of HVAC Systems

23 09 23 Direct-Digital Control System for HVAC

23 21 11-1 Duplex Pumping Module with Air Control

23 21 13 Hydronic Piping

23 21 23 Hydronic Pumps

23 23 00 Refrigerant Piping

23 25 00 HVAC Water Treatment

23 31 00 HVAC Ducts and Casings

23 34 00 HVAC Fans

23 36 00 Air Terminal Units

23 37 00 Air Outlets and Inlets

23 40 00 HVAC Air Cleaning Devices

23 64 00 Packaged Water Chillers

23 72 00 Air-to-Air Energy Recovery Equipment

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

23 81 00 Decentralized Unitary HVAC Equipment

DIVISION 25 – INTEGRATED AUTOMATION

25 10 10 Advanced Utility Metering System

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations

26 05 19 Low-Voltage Electrical Power Conductors and Cables

26 05 26 Grounding and Bonding for Electrical Systems

26 05 33 Raceway and Boxes for Electrical Systems

26 05 41 Underground Electrical Construction

26 05 73 Overcurrent Protective Device Coordination Study

26 08 00 Commissioning of Electrical Systems

26 09 23 Lighting Controls

26 22 00 Low-Voltage Transformers

26 24 16 Panelboards

26 27 26 Wiring Devices

26 29 11 Motor Controllers

00 01 10-4

26 29 21 Enclosed Switches and Circuit Breakers

26 41 00 Facility Lightning Protection

26 43 13 Surge Protective Devices

26 51 00 Interior Lighting

26 56 00 Exterior Lighting

DIVISION 27 – COMMUNICATIONS

27 05 11 Requirements for Communications Installations

27 05 26 Grounding and Bonding for Communications Systems

27 05 33 Raceways and Boxes for Communications Systems

27 08 00 Commissioning of Communications Systems

27 10 00 Control, Communication and Signal Wiring

27 11 00 Communications Equipment Room Fittings

27 15 00 Communications Structured Cabling

27 31 00 Voice Communications Switching and Routing Equipment

27 51 16 Public Address and Mass Notification Systems

27 51 23 Intercommunications and Program Systems

27 52 23 Nurse Call and Coe Blue Systems

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 00 Common Work Results for Electronic Safety and Security

28 05 13 Conductors and Cables for Electronic Safety and Security

28 05 26 Grounding and Bonding for Electronic Safety and Security

28 05 28.33 Conduits and Backboxes for Electronic Safety and Security

28 08 00 Commissioning of Electronic Safety and Security Systems

28 13 00 Physical Access Control System

28 23 00 Video Surveillance

28 31 00 Fire Detection and Alarm

DIVISION 31 – EARTHWORK

31 20 00 Earthwork

31 23 19 Dewatering

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 23 Cement and Concrete for Exterior Improvements

32 12 16 Asphalt Paving

32 14 16 Brick Unit Paving

32 17 23 Pavement Markings

32 84 00 Planting Irrigation

32 90 00 Planting

32 90 00.01 Grassing

DIVISION 33 – UTILITIES

33 08 00 Commissioning of Site Utility Systems

33 10 00 Water Utilities

33 30 00 Sanitary Sewer Utilities

33 40 00 Storm Sewer Utilities

33 46 13 Foundation Drainage

DIVISION 34 – TRANSPORTATION

34 71 13 Passive Vehicle Barriers

00 01 15 - 1

SECTION 00 01 15

LIST OF DRAWING SHEETS

The drawings listed below accompanying this specification form a part of the contract.

Drawing No. Title

GENERAL

GI-001 COVER SHEET

GI-002 ABBREVIATIONS, SYMBOLS & NOTES

GI-003 SYMBOLS, NOTES, SHEET INDEX, AND ALTERNATES

GI-004 BUILDING CODE SUMMARY

GC-100 FIRST FLOOR FUNCTIONAL AREA PLAN

GC-101 LIFE SAFETY PLAN

CIVIL

CD-101 SITE DEMOLITION PLAN

CS-101 SITE LAYOUT PLAN

CS-501 SITE LAYOUT DETAILS

CS-502 SITE LAYOUT DETAILS

CG-101 SITE GRADING AND DRAINAGE PLAN

CG-102 STORM DRAINAGE OUTFALL PLAN AND PROFILE

CG-103 SITE STORM DRAINAGE PROFILES

CG-501 SITE GRADING AND DRAINAGE DETAILS

CG-502 SITE GRADING AND DRAINAGE DETAILS

CG-503 SITE GRADING AND DRAINAGE DETAILS

CG-504 SITE GRADING AND DRAINAGE DETAILS

CG-505 SITE GRADING AND DRAINAGE DETAILS

CG-506 SITE GRADING AND DRAINAGE DETAILS

CG-507 SITE GRADING AND DRAINAGE DETAILS

CG-508 SITE STORMWATER MANAGEMENT DETAILS

CG-509 SITE STORMWATER MANAGEMENT DETAILS

CE-101 SITE EROSION & SEDIMENT CONTROL PHASE 1 PLAN

CE-102 SITE EROSION & SEDIMENT CONTROL PHASE 2 PLAN

CE-103 SITE EROSION & SEDIMENT CONTROL PHASE 2 PLAN

CE-501 SITE EROSION & SEDIMENT CONTROL DETAILS

CE-502 SITE EROSION & SEDIMENT CONTROL DETAILS

00 01 15 - 2

CE-503 SITE EROSION & SEDIMENT CONTROL DETAILS

CE-504 SITE EROSION & SEDIMENT CONTROL DETAILS

CU-101 SITE UTILITY PLAN

CU-102 WATER MAIN EXTENSION PLAN AND PROFILE

CU-103 WATER MAIN EXTENSION PLAN AND PROFILE

CU-104 SANITARY SEWER MAIN EXTENSION PLAN AND PROFILE

CU-501 SITE UTILITY DETAILS

CU-502 SITE UTLIITY DETAILS

CU-503 SITE UTILITY DETAILS

CU-504 SITE UTILITY DETAILS

LANDSCAPE

L-101 LANDSCAPE PLAN

L-102 IRRIGATION PLAN

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES

S-100 FOUNDATION PLAN

S-200 ROOF FRAMING PLAN

S-201 HIGH ROOF FRAMING PLAN

S-400 TYPICAL FOUNDATION DETAILS

S-401 FOUNDATION SCHEDULE AND DETAILS

S-500 TYPICAL FRAMING DETAILS

S-501 FRAMING SECTIONS AND DETAILS

S-600 BRACED FRAMED ELEVATIONS AND DETAILS

S-610 FRAMING ELEVATIONS

ARCHITECTURAL

AE-101 FIRST FLOOR PLAN

AE-102 ROOF PLAN

AC-101 FIRST FLOOR REFLECTED CEILING PLAN

AE-201 EXTERIOR ELEVATIONS

AE-301 BUILDING SECTIONS

AE-351 EXTERIOR WALL ELEVATIONS

AE-352 SECTIONS/DETAILS

AE-353 SECTIONS/DETAILS

00 01 15 - 3

AE-354 VA STANDARD DETAILS

AE-355 VA STANDARD PLAQUE DETAILS

AE-400 TYPICAL MOUNTING HEIGHTS

AE-401 ENLARGED VIEWS – TOILETS

AE-402 ENLARGED VIEWS – VISUAL FIELDS & EXAM/TREATMENT

AE-403 ENLARGED VIEWS – VISUAL FIELDS & PHOTOGRAPHY

AE-404 ENLARGED VIEWS – YAG LASER & PROCEDURE

AE-405 NURSE WKRM, STAFF LOUNGE, & LOCKER

AE-406 ENLARGED VIEWS – SHARED OFFICE & OPHTHALMOLOGY

CHIEF

AE-407 ENLARGED VIEWS – SOILED UTILITY, CLEAN SUPPLY,

& HAC

AE-408 ENLARGED VIEWS – SHARED OFFICE, VIST, MED PREP,

& BROS

AE-409 ENLARGED VIEWS – OCT, SHARED OFFICE, &

RECEPTION

AE-410 ENLARGED VIEWS – LOW VISION & CONFERENCE ROOM

AE – 411 ENLARGED VIEWS – RECEPTION AND WAITING

AE-601 DOOR SCHEDULE, FRAME ELEVATIONS, & DETAILS

AE-602 ALUMINUM FRAMING ELEVATIONS AND DETAILS

AE-710 TYPICAL CEILING DETAIL

AE-720 STANDARD PARTITION TYPES & DETAILS

AE-722 PARTITION FRAMING DETAILS

AE-731 INTERIOR CASEWORK STANDARDS

AE-732 CASEWORK AND MILLWORK SECTIONS AND DETAILS

INTERIORS

AI-001 FINISH SCHEDULE AND FINISH LEGEND

AI-101 FIRST FLOOR WALL & FLOOR INTERIOR FINISH PLAN

AI-401 INTERIOR DETAILS

AI-901 INTERIOR 3D CONCEPT IMAGES

EQUIPMENT

Q-101A FIRST FLOOR EQUIPMENT PLAN – AREA A

Q-101B FIRST FLOOR EQUIPMENT PLAN – AREA B

SIGNAGE

00 01 15 - 4

AJ-100 LEVEL 1 SIGN LOCATION PLAN

AJ-101 INTERIOR SIGNAGE STANDARDS

AJ-102 INTERIOR SIGN TYPES

AJ-103 INTERIOR SIGN TYPES

AJ-104 INTERIOR SIGN TYPES

AJ-105 INTERIOR SIGN TYPES

AJ-106 INTERIOR SIGN TYPES

AJ-107 INTERIOR SIGN TYPES

AJ-108 INTERIOR SIGNAGE MESSAGE SCHEDULE

AJ-200 EXTERIOR SIGNAGE DESIGN STANDARDS

AJ-201 EXTERIOR SIGN LOCATION PLAN & MESSAGE SCHEDULE

PLUMBING

P-001 PLUMBING – LEGENDS, NOTES AND DRAWING INDEX

P-002 PLUMBING - DETAILS

P-100 PLUMBING – SANITARY – OVERALL

P-100A PLUMBING – SANITARY – AREA A

P-100B PLUMBING – SANITARY – AREA B

P-101 PLUMBING – DOMESTIC – OVERALL

P-101A PLUMBING – DOMESTIC – AREA A

P-101B PLUMBING – DOMESTIC – AREA B

P-200 PLUMBING – ROOF PLAN

P-300 PLUMBING – SANITARY SCHEMATIC

P-301 PLUMBING – DOMESTIC SCHEMATIC

HEATING, VENTILATING, AIR

M-001 MECHANICAL – NOTES, SYMBOLS, AND DRAWING INDEX

M-002 MECHANICAL – DETAILS

M-002A MECHANICAL - DETAILS

M-003 MECHANICAL – SCHEDULES

M-003A MECHANICAL – SCHEDULES

M-004 MECHANICAL – WATER FLOW DIAGRAMS

M-005 MECHANICAL SEQUENCE OF OPERATIONS

MH-100 MECHANICAL - FIRST FLOOR PLAN – DUCTWORK –

OVERALL

MH-100.1 MECHANICAL – FIRST FLOOR PLAN – VAV ZONE PLAN –

OVERALL

00 01 15 - 5

MH-100A MECHANICAL – FLOOR PLAN – DUCTWORK – AREA A

MH-100B MECHANICAL – FLOOR PLAN – DUCTWORK – AREA B

MH-200 MECHANICAL – ROOF PLAN – OVERALL

FIRE SUPRESSION AND DETECTION

FA-001 FIRE ALARM – SYMBOLS, NOTES & DRAWING INDEX

FA-002 FIRE ALARM – DETAILS

FA-003 FIRE ALARM – UL & PIPE SLEEVE DETAILS

FA-004 FIRE ALARM – RISER DIAG. AND INPUT/OUTPUT

MATRIX

FA-005 TEMPORARY FIRE ALARM, EXTINGUISHER AND

SUSSPRESSION

FA-100 FIRE ALARM – PLOT PLAN

FA-101 FIRE ALARM SECTIONS

FA-102 FIRE ALARM SITE PLAN

FX-001 FIRE SUPPRESSION – SYMBOLS, NOTES & DRAWING

INDEX

FX-002 FIRE SUPPRESSION – DETAILS

FX-003 FIRE SUPPRESSION – DETAILS

FX-004 FIRE SUPPRESSION – UL & PIPE SLEEVE DETAILS

FX-005 NITROGEN GENERATOR AND DOUBLE CHECK VALVE

ASSEMBLY SCHEDULES

FX-006 NITROGEN GENERATOR CONFIGURATION

FX-007 FIRE SUPPRESSION – IMPAIRMENT AND TEMPORARY

SUPPRESSION REQMTS

FX-100 FIRE SUPPRESSION – DESIGN CRITERIA REQUIREMENTS

FX-101 FIRE SUPPRESSION – WET PIPE & DRY PIPE PLAN

FX-102 FIRE SUPPRESSION – ENLARGED PLAN AND SECTIONS

FX-103 FIRE SUPPRESSION – SECTIONS

FX-104 FIRE SUPPRESSION – SITE PLAN

ELECTRICAL

E-001 ELECTRICAL – SYMBOLS, NOTES, & DRAWING INDEX

E-002 ELECTRICAL – DETAILS

E-003 ELECTRICAL – LIGHTNING DETAILS

E-004 ELECTRICAL – RISER DIAGRAM AND LUMINAIRE

SCHEDULE

E-005 ELECTRICAL – PANEL SCHEDULES

00 01 15 - 6

E-006 ELECTRICAL – PANEL SCHEDULES

E-007 ELECTRICAL – GROUNDING RISER DIAGRAM AND

DETAILS

EL-100 ELECTRICAL – NEW WORK – LIGHTING

EP-100 ELECTRICAL – NEW WORK – POWER

EP-101 ELECTRICAL – NEW WORK – MECHANICAL CONNECTIONS

EP-102 ELECTRICAL – ROOF PLAN – MECHANICAL EQUIPMENT

ES-001 ELECTRICAL – SITE PLAN

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS – NOTES & DRAWING INDEX

T-002 TELECOMMUNICATIONS – DETAILS

T-003 TELECOMMUNICATIONS – DETAILS

T-004 TELECOMMUNICATIONS – DETAILS

T-101 TELECOMMUNICATIONS – NEW WORK PLAN

T-102 BUILDING 100 TECHNOLOGY ROUTING PLAN

TS-001 PARTIAL TELECOMMUNICATIONS SITE PLAN

TS-002 OVERALL TECHNOLOGY ROUTING SITE PLAN

--- END ---

WJBD Veterans Affairs Medical Center Columbia, SC

HDR Architecture Inc.

05-12-2022

01 00 00 -1

SECTION 01 00 00

GENERAL REQUIREMENTS

GENERAL

1.1 SAFETY REQUIREMENTS

A. Refer to section 01 35 26, SAFETY REQUIREMENTS for safety and infection control requirements.

1.2 GENERAL INTENTION

A. Contractor shall completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor and materials and perform work for Construct Eye

Clinic Center as required by drawings and specifications.

B. Visits to the site by Bidders may be made only by appointment with the Medical Center Engineering Officer.

C. Offices of CHARLOTTE ENGINEERS LLP, as Architect-Engineers, will render certain technical services during construction. Such services shall be considered as advisory to the Government and shall not be construed as expressing or implying a contractual act of the Government without affirmations by Contracting Officer or his duly authorized representative.

D. Before placement and installation of work subject to tests by testing laboratory retained by Department of Veterans Affairs, the Contractor shall notify the COR in sufficient time to enable testing laboratory personnel to be present at the site in time for proper taking and testing of specimens and field inspection.

Such prior notice shall be not less than three workdays unless otherwise designated by the COR.

HDR Architecture Inc.

05-12-2022

01 00 00 -2

E. All employees of general 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.

1.3 STATEMENT OF BID ITEM(S)

A. ITEM I, GENERAL CONSTRUCTION: BASE BID: Work includes general construction, alterations, roads, walks, grading, drainage, necessary removal of existing structures and construction and certain other items.

B. Base Bid:

C. ALTERNATE NO.1: Deduct new underground telecommunications duct bank, manholes, and handholes from new HH-1 to MH-2. The contractor shall utilize the existing installed duct bank in the

EHRM Infrastructure upgrade to pull homerun cabling from the Eye

Clinic to B100 basement.

D. ALTERNATE NO.2: Deduct Eyebrow Canopies above east, west, and north entry doors.

E. ALTERNATE NO.3: Reduce window width to 4’-0”

F. ALTERNATE NO.4: Deduct clear story windows above waiting room exterior windows area depicted on north elevation.

G. ALTERNATE NO.5: Deduct face brick corbel pattern (BR-1) soldier course to exterior elevations.

H. ALTERNATE NO.6: Deduct retaining wall south of Eye Clinic

I. ALTERNATE NO.7: Deduct vertical window fins each side of entry vestibule.

HDR Architecture Inc.

05-12-2022

01 00 00 -3

J. ALTERNATE NO.8: Deduct Brick Pavers at vehicular drop off

K. ALTERNATE NO.9: Deduct vehicle charging stations

L. ALTERNATE NO.10: Deduct security cameras

M. SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

N. Drawings and contract documents may be obtained from the website where the solicitation is posted. Additional copies will be at

Contractor's expense.

1.4 CONSTRUCTION SECURITY REQUIREMENTS

A. Security Plan:

1. The security plan defines both physical and administrative security procedures that will remain effective for the entire duration of the project.

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

B. Security Procedures:

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

HDR Architecture Inc.

05-12-2022

01 00 00 -4

3. No photography of VA premises is allowed without written permission of the Contracting Officer. Patients and staff are not to be photographed at any time.

4. VA reserves the right to close down or shut down the project site and order General Contractor’s employees off the premises in the event of a national emergency. The General Contractor may return to the site only with the written approval of the

Contracting Officer.

C. Guards:

1. The General Contractor shall provide unarmed guards at the project site after construction hours.

2. The Contractor shall provide the guards and VA police with communication devices as directed.

3. The general Contractor shall install equipment for recording guard rounds to ensure systematic checking of the premises.

D. Key Control:

1. The General Contractor shall provide duplicate keys and lock combinations to the Contracting officers representative (COR) for the purpose of security inspections of every area of project including tool boxes and parked machines and take any emergency action.

2. The General Contractor shall turn over all permanent lock cylinders to the VA locksmith for permanent installation. See

Section 08 71 00, DOOR HARDWARE and coordinate.

E. Document Control:

1. Before starting any work, the General Contractor/Sub

Contractors shall submit an electronic security memorandum

HDR Architecture Inc.

05-12-2022

01 00 00 -5 describing the approach to following goals and maintaining confidentiality of “sensitive information”.

2. The General 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. Certain documents, sketches, videos or photographs and drawings may be marked “Law Enforcement Sensitive” or

“Sensitive Unclassified”. Secure such information in separate containers and limit the access to only those who will need it for the project. Return the information to the Contracting

Officer upon request.

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

Contracting Officer.

5. All paper waste or electronic media such as CD’s and diskettes shall be shredded and destroyed in a manner acceptable to the

VA.

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

7. All electronic information shall be stored in specified location following VA standards and procedures using an

Engineering Document Management Software (EDMS).

Security, access and maintenance of all project drawings, both scanned and electronic shall be performed and tracked through the EDMS system.

HDR Architecture Inc.

05-12-2022

01 00 00 -6

“Sensitive information” including drawings and other documents may be attached to e-mail provided all VA encryption procedures are followed.

F. Motor Vehicle Restrictions

1. Vehicle authorization request shall be required for any vehicle entering the site and such request shall be submitted

24 hours before the date and time of access. Access shall be restricted to picking up and dropping off materials and supplies.

2. An unlimited number of permits shall be issued for General

Contractor and its employees for parking in designated areas only. Contractor to coordinate with VA Medical Center Facility

Manager.

1.5 OPERATIONS AND STORAGE AREAS (FAR CLAUSE)

A. 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.

B. Temporary buildings (e.g., storage sheds, shops, offices) and utilities may be erected by the Contractor only with the approval of the Contracting Officer and shall be built with labor and materials furnished by the Contractor without expense to the

Government. The temporary buildings and utilities shall remain the property of the Contractor and shall be removed by the

Contractor at its expense upon completion of the work. With the written consent of the Contracting Officer, the buildings and utilities may be abandoned and need not be removed.

HDR Architecture Inc.

05-12-2022

01 00 00 -7

C. The Contractor shall, under regulations prescribed by the

Contracting Officer, use only established roadways, or use temporary roadways constructed by the Contractor when and as authorized by the Contracting Officer. When materials are transported 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. When it is necessary to cross curbs or sidewalks, the

Contractor shall protect them from damage. The Contractor shall repair or pay for the repair of any damaged curbs, sidewalks, or roads.

D. Working space and space available for storing materials shall be as shown on the drawings. COR.

E. Workers are subject to rules of Medical Center applicable to their conduct.

F. Execute work in such a manner as to interfere as little as possible with work being done by others. Keep roads clear of construction materials, debris, standing construction equipment and vehicles at all times.

G. Execute work so as 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.

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

2. Provide unobstructed access to Medical Center areas required to remain in operation.

3. Where access by Medical Center personnel to vacated portions of buildings is not required, storage of Contractor's

HDR Architecture Inc.

05-12-2022

01 00 00 -8 materials and equipment will be permitted subject to fire and safety requirements.

H. Utilities Services: Where necessary to cut existing pipes, 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 or Utility

Company involved:

1. Whenever it is required that 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. The Medical Center 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, the interim life safety measure to be used during the work, and a schedule defining the duration of the work with milestone subtasks. The work to be outlined shall include, but not be limited to:

2. To ensure such executions, Contractor shall furnish the COR with a schedule of approximate dates on which the Contractor intends to accomplish work in each specific area of site, building or portion thereof. In addition, Contractor shall notify the COR two weeks in advance of the proposed date of

HDR Architecture Inc.

05-12-2022

01 00 00 -9 starting work in each specific area of site, building or portion thereof. Arrange such dates to ensure accomplishment of this work in successive phases mutually agreeable to COR and Contractor, as follows:

3. Contractor shall take all measures and provide all material necessary for protecting existing equipment and property in affected areas of construction against dust and debris, so that equipment and affected areas to be used in the Medical

Centers operations will not be hindered. Contractor shall permit access to Department of Veterans Affairs personnel and patients through other construction areas which serve as routes of access to such affected areas and equipment. These routes whether access or egress shall be isolated from the construction area by temporary partitions and have walking surfaces, lighting etc. to facilitate patient and staff access. Coordinate alteration work in areas occupied by

Department of Veterans Affairs so that Medical Center operations will continue during the construction period.

J. Construction Fence: Before construction operations begin, Contractor shall provide a chain link construction fence, 2.1m

(seven feet) minimum height, around the construction area indicated on the drawings. Provide gates as required for access with necessary hardware, including hasps and padlocks. Fasten fence fabric to terminal posts with tension bands and to line posts and top and bottom rails with tie wires spaced at maximum

375mm (15 inches). Bottom of fences shall extend to 25mm (one inch) above grade. Remove the fence when directed by COR.

HDR Architecture Inc.

05-12-2022

01 00 00 -10

K. When a building and/or construction site is turned over to

Contractor, Contractor shall accept entire responsibility including upkeep and maintenance therefore:

1. Contractor shall maintain a minimum temperature of 4 degrees C

(40 degrees F) at all times, except as otherwise specified.

2. Contractor shall maintain in operating condition existing fire protection and alarm equipment. In connection with fire alarm equipment, Contractor shall make arrangements for pre-inspection of site with Fire Department or Company

(Department of Veterans Affairs or municipal) whichever will be required to respond to an alarm from Contractor's employee or watchman.

L. Utilities Services: Maintain existing utility services for

Medical Center at all times. Provide temporary facilities, labor, materials, equipment, connections, and utilities to assure uninterrupted services. Where necessary to cut existing water, steam, gases, sewer or air pipes, or conduits, wires, cables, etc. of utility services or of fire protection systems and communications systems (including telephone), they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by COR.

1. No utility service such as water, gas, steam, sewers or 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. When an electrical outage cannot be accomplished, work on any energized circuits or equipment shall not commence without a detailed work plan, the

Medical Center Director’s prior knowledge and written approval. Refer to specification Sections 26 05 11, HDR Architecture Inc.

05-12-2022

01 00 00 -11

REQUIREMENTS FOR ELECTRICAL INSTALLATIONS, 27 05 11

REQUIREMENTS FOR COMMUNICATIONS INSTALLATIONS and 28 05 00, COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY for additional requirements.

2. Contractor shall submit a request to interrupt any such services to COR, in writing, 7 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. Interruption time approved by Medical Center may occur at other than Contractor's normal working hours.

4. Major interruptions of any system must be requested, in writing, at least 15 calendar days prior to the desired time and shall be performed as directed by the COR.

5. 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.

6. Whenever it is required that 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.

M. Abandoned Lines: All service lines such as wires, cables, conduits, ducts, pipes and the like, and their hangers or supports, shall be removed back to their source. Those which are indicated 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. The lines shall not be capped in

HDR Architecture Inc.

05-12-2022

01 00 00 -12 finished areas, but shall be removed and sealed, capped or plugged-in ceilings, within furred spaces, in unfinished areas, or within walls or partitions; so that they are completely behind the finished surfaces.

N. To minimize interference of construction activities with flow of

Medical Center traffic, comply with the following:

1. Keep roads, walks and entrances to grounds, to parking and to 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 be open to traffic at all times with approval.

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

O. 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.

1.6 ALTERATIONS

A. Survey: Before any work is started, the Contractor shall make a thorough survey with the COR and a representative of VA Supply

Service, of buildings in which alterations occur and areas which are anticipated routes of access, and furnish a report, signed by both, to the Contracting Officer. This report shall list by rooms and spaces:

1. Shall note any discrepancies between drawings and existing conditions at site.

HDR Architecture Inc.

05-12-2022

01 00 00 -13

2. Shall designate areas for working space, materials storage and routes of access to areas where work is to occur and which have been agreed upon by Contractor and COR.

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 and/or Supply Representative, 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 CLAUSE) and "CHANGES" (FAR CLAUSE).

C. Re-Survey: Thirty days before expected partial or final inspection date, the Contractor and COR together shall make a thorough re-survey of the areas of buildings involved. They shall furnish a report on conditions then existing, of resilient flooring, doors, windows, walls and other surfaces as compared with conditions of same as noted in first condition survey report:

1. Re-survey report shall also list any damage caused by

Contractor to such flooring 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 roof surfaces are disturbed they shall be protected against water infiltration. In case of leaks, they shall be repaired immediately upon discovery.

HDR Architecture Inc.

05-12-2022

01 00 00 -14

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 at all times, from damage, dust and weather inclemency. 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.

1.7 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,

UTILITIES, AND IMPROVEMENTS (FAR CLAUSE)

A. The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized to do so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workers, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the Contracting Officer.

B. The Contractor shall protect from damage all existing improvements and utilities at or near the work site and on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor. The

Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or

HDR Architecture Inc.

05-12-2022

01 00 00 -15 failure to exercise reasonable care in performing the work. If the Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

C. Refer to Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS, for additional requirements on protecting vegetation, soils and the environment. Refer to Articles, "Alterations", "Restoration", and

"Operations and Storage Areas" for additional instructions concerning repair of damage to structures and site improvements.

D. Refer to FAR clause, "Permits and Responsibilities," which is included in General Conditions. A National Pollutant Discharge

Elimination System (NPDES) permit is required for this project.

The Contractor is considered an "operator" under the permit and has extensive responsibility for compliance with permit requirements. VA will make the permit application available at the (appropriate medical center) office. The apparent low bidder, contractor and affected subcontractors shall furnish all information and certifications that are required to comply with the permit process and permit requirements. Many of the permit requirements will be satisfied by completing construction as shown and specified. Some requirements involve the Contractor's method of operations and operations planning and the Contractor is responsible for employing best management practices. The affected activities often include, but are not limited to the following:

1. Designating areas for equipment maintenance and repair;

2. Providing waste receptacles at convenient locations and provide regular collection of wastes;

HDR Architecture Inc.

05-12-2022

01 00 00 -16

3. Locating equipment wash down areas on site, and provide appropriate control of wash-waters;

4. Providing protected storage areas for chemicals, paints, solvents, fertilizers, and other potentially toxic materials;

and

5. Providing adequately maintained sanitary facilities.

1.10 RESTORATION

A. Remove, cut, alter, replace, patch and repair existing work as necessary to install new work. Except as otherwise shown or specified, do not cut, alter or remove any structural work, and do not disturb any ducts, plumbing, steam, gas, or electric work without approval of the COR. Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the COR before it is disturbed. Materials and workmanship used in restoring work, shall conform in type and quality to that of original existing construction, except as otherwise shown or specified.

B. Upon completion of contract, deliver work complete and undamaged.

Existing work (walls, ceilings, partitions, floors, mechanical and electrical work, lawns, paving, roads, walks, etc.) disturbed or removed as a result of performing required new work, shall be patched, repaired, reinstalled, or replaced with new work, and refinished and left in as good condition as existed before commencing work.

C. At Contractor's own expense, Contractor shall immediately restore to service and repair any damage caused by Contractor's workers to existing piping and conduits, wires, cables, etc., of utility services or of fire protection systems and communications systems

(including telephone) which are not scheduled for discontinuance or abandonment.

HDR Architecture Inc.

05-12-2022

01 00 00 -17

D. Expense of repairs to such utilities and systems not shown on drawings or locations of which are unknown will be covered by adjustment to contract time and price in accordance with clause entitled "CHANGES" (FAR CLAUSE) and "DIFFERING SITE CONDITIONS"

(FAR CLAUSE).

1.11 PHYSICAL DATA – SOIL CONDITIONS

A. Data and information furnished or referred to below is for the

Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

1. The indications of physical conditions on the drawings and in the specifications are the result of site investigations by

Froehling & Robertson, Inc.

(FAR CLAUSE “PHYSICAL DATA”)

B. Subsurface conditions have been developed by core borings and test pits. Logs of subsurface exploration are shown diagrammatically on drawings.

C. A copy of the soil report will be made available for inspection by bidders upon request to the Engineering Officer at the VA

Medical Center and shall be considered part of the contract documents.

D. Government does not guarantee that other materials will not be encountered nor that proportions, conditions or character of several materials will not vary from those indicated by explorations. Bidders are expected to examine site of work and logs of borings; and, after investigation, decide for themselves character of materials and make their bids accordingly. Upon proper application to Department of Veterans Affairs, bidders

HDR Architecture Inc.

05-12-2022

01 00 00 -18 will be permitted to make subsurface explorations of their own at site.

1.12 PROFESSIONAL SURVEYING SERVICES

A. A registered professional land surveyor or registered civil engineer whose services are retained and paid for by the

Contractor shall perform services specified herein and in other specification sections. The Contractor shall certify that the land surveyor or civil engineer is not one who is a regular employee of the Contractor, and that the land surveyor or civil engineer has no financial interest in this contract.

1.13 LAYOUT OF WORK

A. The Contractor shall verify if a permanent, physical geographic marker in the State Plane Coordinate system/USGS is available on the project campus or site. If not, the Civil Engineer, or licensed surveyor, will establish the Survey Marker to be used for accurately locating buildings, site work, utilities, and infrastructure. The Civil Engineer must provide the coordinate points to the AE for reference.

B. Prior to excavation and/or soil borings, the contractor shall conduct nondestructive location and marking of underground utilities and critical embedments in concrete utilizing ground penetrating radar (GPR) and provide the COR with a utility survey of the area of work. Contractor shall be responsible to scan the construction site with Ground Penetrating Radar (GPR) and mark the surface of the ground or paved surface where existing underground utilities are discovered. Contractor shall verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be

HDR Architecture Inc.

05-12-2022

01 00 00 -19 conducted or installed. Underground utilities are to include but are not limited to storm sewer, sanitary sewer, water, gas, communication, fiber optic, electrical, fuel, irrigation, and chilled water and steam lines. The depth of all the utilities shall be noted by listing invert elevations at all structures.

The size and materials of utility lines shall be noted.

Contractor shall verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made. Utilities located within and under concrete slabs or pier structures, bridges, parking areas, and the like, are extremely difficult to identify. Whenever contract work involves chipping, saw cutting, or core drilling through concrete, bituminous asphalt or other impervious surfaces, the existing utility location must be coordinated with

COR in addition to location and depth verification by a third party, independent, private locating company. The third party, independent, private locating company must locate utility depth by use of Ground Penetrating Radar (GPR) prior to the start of demolition and construction. Outages to isolate utility systems must be used in circumstances where utilities are unable to be positively identified. The use of historical drawings does not alleviate the Contractor from meeting this requirement.

C. The Contractor shall lay out the work from physical geographic markers in the State Plane Coordinate system/USGS, as indicated on the drawings and shall be responsible for all measurements in connection with the layout. If any discrepancies exist, contractor shall contact AE to determine marker for use prior to layout. The Contractor shall furnish, at Contractor's own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work.

The Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the

HDR Architecture Inc.

05-12-2022

01 00 00 -20

Contracting Officer. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the Contracting Officer until authorized to remove them. If such marks are destroyed by the Contractor or through

Contractor's negligence before their removal is authorized, the

Contracting Officer may replace them and deduct the expense of the replacement from any amounts due or to become due to the

Contractor.

(FAR CLAUSE “LAYOUT OF WORK”)

D. Establish and plainly mark center lines for each building and corner of column lines and/or addition to each existing building, and such other lines and grades that are reasonably necessary to properly assure that location, orientation, and elevations established for each such structure and/or addition, roads, parking lots, are in accordance with lines and elevations shown on contract drawings.

E. Following completion of general mass excavation and before any other permanent work is performed, establish and plainly mark

(through use of appropriate batter boards or other means) sufficient additional survey control points or system of points as may be necessary to assure proper alignment, orientation, and grade of all major features of work. Survey shall include, but not be limited to, location of lines and grades of footings, exterior walls, center lines of columns in both directions, major utilities and elevations of floor slabs:

1. Such additional survey control points or system of points thus established shall be checked and certified by a registered land surveyor or registered civil engineer. Furnish such certification to the COR before any work (such as footings, HDR Architecture Inc.

05-12-2022

01 00 00 -21 floor slabs, columns, walls, utilities and other major controlling features) is placed.

F. During progress of work, and particularly as work progresses from floor to floor, Contractor shall have line grades and plumbness of all major form work checked and certified by a registered land surveyor or registered civil engineer as meeting requirements of contract drawings. Furnish such certification to the COR before any major items of concrete work are placed. In addition, Contractor shall furnish to the COR certificates from a registered land surveyor or registered civil engineer that the following work is complete in every respect as required by contract drawings.

1. Lines of each building and/or addition.

2. Elevations of bottoms of footings and tops of floors of each building and/or addition.

3. Lines and elevations of sewers and of all outside distribution systems.

G. Whenever changes from contract drawings are made in line or grading requiring certificates, record such changes on a reproducible drawing bearing the registered land surveyor or registered civil engineer seal, and forward these drawings upon completion of work to COR.

H. Upon completion of the work, the Contractor shall furnish the COR one electronic copy and reproducible drawings at the scale of the contract drawings, showing the finished grade on the grid developed for constructing the work. These drawings shall bear the seal of the registered land surveyor or registered civil engineer.

HDR Architecture Inc.

05-12-2022

01 00 00 -22

I. The Contractor shall perform the surveying and layout work of this and other articles and specifications in accordance with the provisions of Article "Professional Surveying Services".

1.14 AS-BUILT DRAWINGS

A. The contractor shall maintain two full size sets of as-built drawings which will be kept current during construction of the project, to include all contract changes, modifications and clarifications.

B. All variations shall be shown in the same general detail as used in the contract drawings. To ensure compliance, as-built drawings shall be made available for the COR review, as often as requested.

C. Contractor shall deliver two approved completed sets of as-built drawings in the electronic version (scanned PDF) to the COR within 15 calendar days after each completed phase and after the acceptance of the project by the COR.

D. Paragraphs A, B, & C shall also apply to all shop drawings.

1.15 WARRANTY MANAGEMENT

A. Warranty Management Plan: Develop a warranty management plan which contains information relevant to FAR CLAUSE “Warranty of

Construction” in at least 30 days before the planned pre-warranty conference, submit one set of the warranty management plan.

Include within the warranty management plan all required actions and documents to assure that the Government receives all warranties to which it is entitled. The plan must be in narrative form and contain sufficient detail to render it suitable for use by future maintenance and repair personnel, whether tradesman, or of engineering background, not necessarily familiar with this contract. The term “status” as indicated below must include due

HDR Architecture Inc.

05-12-2022

01 00 00 -23 date and whether item has been submitted or was approved.

Warranty information made available during the construction phase must be submitted to the Contracting Officer for approval prior to each monthly invoice for payment. Assemble approved information in a binder and turn over to the Government upon acceptance of the work. The construction warranty period will begin on the date of the project acceptance and continue for the product warranty period. A joint 4 month and 9-month warranty inspection will be conducted, measured from time of acceptance, by the Contactor and the Contracting Officer. Include in the warranty management plan, but not limited to, the following:

1. Roles and responsibilities of all personnel…