2024-10-18-BCCCH-ProjMan-Vol 1-Front End-IFB#24-24813.pdf

24131 / Botetourt County – Circuit Courthouse

00 0107 - 1 SEALS PAGE

SECTION 00 0107

SEALS PAGE

Architectural Partners, PC

Gary E. Harvey License #:11908

LEAD ARCHITECT

Master Engineers & Designers, Inc.

Jeremy Lucas, License #:44991

STRUCTURAL

M. Grant Beasley License #:05780

ELECTRIAL

Christopher Snyder, License #:046584

MECHANICAL & PLUMBING

Hurt & Proffitt, Inc Kimley - Horn

Patrick Proffitt License #: 034330

CIVIL

William Mechnick License #: 000844

LANDSCAPE

Pete Obarowski License #: 012257

ARCHITECT

D L R

24131 / Botetourt County- New Circuit Courthouse

00 0110-1 TABLE OF CONTENTS

SECTION 00 0110

TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0107 – Seals Page

00 0110 - Table of Contents

00 0115 – List of Drawing Sheets

00 1113 - Advertisement for Bids (Legal Ad)

00 1116 – Invitation for Bids

00 2113 – Instruction to Bidders

00 4100 – Bid Form

00 4200 – Bid Bond

00 5200 - Agreement Form

Project Forms

00 6015 - Notice of Intent to Award

00 6016 - Notice of Award

00 6020 - Post Bid Modification

00 6025 - Notice to Proceed

00 6110 - Performance Bond

00 6120 - Labor and Materials Payment Bond

00 6200 - Payment Application

00 6250 - Affidavit of Payment of Claims

00 6300 - Change Order Summary

00 6400 - Contractor’s Certificate of Partial or Substantial Completion

00 6450 - A-E Certificate of Partial or Substantial Completion

00 6500 - Contractor’s Certificate of Final Completion

00 6550 - A-E Certificate of Final Completion

00 7200 - General Conditions

00 7300 – Supplemental Terms & Conditions

00 7400 - Owner Direct Purchase

DIVISION 01 - GENERAL REQUIREMENTS

01 1000 - Summary

01 2000 - Price and Payment Procedures

01 2100 – Allowances

01 2200 – Unit Prices

01 3000 - Administrative Requirements

01 3216 – Construction Progress Schedule

01 3236 – Video Monitoring & Documentation

01 4000 - Quality Requirements

01 4533 – Code Required Special Inspections

01 5000 - Temporary Facilities and Controls

01 6000 - Product Requirements

01 7000 - Execution and Closeout Requirements

01 7800 - Closeout Submittals

DIVISION 02 - EXISTING CONDITIONS

00 0110-2 TABLE OF CONTENTS

02 1000 - Hazardous Materials Report - See Appendices

02 3000 - Geotechnical Report - See Appendices

02 4100 - Demolition

02 4116 - Structure Demolition

02 4213 - Reclamation of Acoustical Ceiling Panels

02 4300 – Structure Moving

DIVISION 03 – CONCRETE

03 0516 - Underslab Vapor Barrier – Stego

03 1000 - Concrete Forming and Accessories

03 2000 - Concrete Reinforcing

03 3000 - Cast-In-Place Concrete

03 4500 - Precast Architectural Concrete

DIVISION 04 - MASONRY

04 0100 – Maintenance of Masonry

04 0101 – NPS – Historic Preservation Brief

04 2200 - Concrete Unit Masonry

04 2613 - Masonry Veneer

04 4313 - Stone Masonry Veneer

04 4316 - Stone Fabrications

04 7200 - Architectural Precast

DIVISION 05 - METALS

05 1200 - Structural Steel Framing

05 1213 – Architecturally Exposed Structural Steel Framing

05 1310 - Prefabricated Cupola

05 3100 - Steel Decking

05 4000 - Cold-Formed Metal Framing

05 4400 - Cold-Formed Metal Trusses

05 5000 - Metal Fabrications

05 5113 - Metal Pan Stairs

05 5119 - Metal Grating Stairs

05 1213 – Architecturally Exposed Metal

05 5213 - Pipe and Tube Railings 05 5305 - Metal Gratings and Floor Plates

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 1000 - Rough Carpentry

06 2000 - Finish Carpentry

06 4023 - Interior Architectural Woodwork

06 4100 - Architectural Wood Casework

06 6101 - Centrifugal Spun Cast Fiberglass Reinforced Polymer (FRP)

06 6102 - Architectural Fiberglass Cornice

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

00 0110-3 TABLE OF CONTENTS

07 1700 – Bentonite Waterproofing

07 2100 - Thermal Insulation

07 2500 - Weather Barriers

07 4113 - Metal Roof Panels

07 4213 - Metal Wall Panels

07 5300 - Elastomeric Membrane Roofing

07 6200 - Sheet Metal Flashing and Trim

07 8400 - Firestopping

07 9200 - Joint Sealants

07 9200.53 - Security Joint Sealants

DIVISION 08 - OPENINGS

08 1113 - Hollow Metal Doors and Frames

08 1113.13 – Custom Hollow Metal Doors and Frames

08 1416 - Flush Wood Doors

08 3100 - Access Doors

08 3113.53 - Security Access Doors and Frames

08 3323 - Overhead Coiling Doors

08 3463 - Detention Doors and Frames

08 4126 - All-Glass Entrances and Storefronts

08 4313 – Aluminum Framed Storefronts

08 5200 - Wood Windows

08 5659 - Service and Teller Window Units

08 7100 - Door Hardware

08 8000 – Glazing

08 8813 – Fired-Rated Glazing

08 8853 - Security Glazing

08 9580 - Exterior Foundation Vents

DIVISION 09 - FINISHES

09 0561 - Common Work Results for Flooring Preparation

09 2116 - Gypsum Board Assemblies

09 2400 - Cement Plastering – Stucco

09 2550 – Drywall Suspension System

09 3000 - Tiling

09 5100 - Acoustical Ceilings

09 5426 - Suspended Wood Ceilings

09 6500 - Resilient Flooring

09 6700 - Fluid-Applied Flooring

09 6723 - Resinous Flooring

09 6813 - Tile Carpeting

09 9113 - Exterior Painting

09 9123 - Interior Painting

00 0110-4 TABLE OF CONTENTS

DIVISION 10 - SPECIALTIES

10 1400 - Signage

10 2113.19 – (Solid) Plastic Toilet Compartments

10 2641 - Bullet Resistant Panels

10 2800 - Toilet Accessories

10 2813.63 - Detention Toilet Accessories

10 4400 - Fire Protection Specialties

10 5113 - Metal Lockers

10 5617 – Wall Mounted Standards and Shelving

10 5626 - Mobile Storage Shelving

10 5723 - Closet and Utility Shelving

10 7316.13 – Metal Canopy

10 7413 - Exterior Clocks

10 7500 - Flagpoles

10 8113 - Bird Control

DIVISION 11 - EQUIPMENT

11 1916 - Detention Gun Lockers

11 2000 – Staff Service Equipment

11 3013 - Residential Appliances

11 9814 - Detention Door Hardware

11 9899 - Security Screening Equipment

DIVISION 12 - FURNISHINGS

12 2400 - Window Shades - Mechoshade Systems

12 3600 - Countertops

12 5000 - Systems Furniture

12 5500 - Detention Furniture

12 6100 - Fixed Audience Seating

12 6713 - Pews

12 9300 - Site Furnishings

DIVISION 14 - CONVEYING EQUIPMENT

14 2116 – Vertical Wheelchair Lifts

14 2400 - Hydraulic Elevators

DIVISION 21 – FIRE SUPPRESSION

21 1000 – Water-Based Fire Suppression

21 2200 - Clean Agent Fire Suppression System

DIVISION 22 – PLUMBING

22 0517 - Sleeves and Sleeve Seals for Plumbing Piping

22 0518 - Escutcheons for Plumbing Piping

22 0519 - Meters and Gages for Plumbing Piping

22 0523.14 - Check Valves for Plumbing

00 0110-5 TABLE OF CONTENTS

22 0529 - Hangers and Supports for Plumbing Piping and Equipment

22 0553 - Identification for Plumbing Piping and Equipment

22 0719 - Plumbing Piping Insulation

22 1113 - Facility Water Distribution Piping

22 1116 - Domestic Water Piping

22 1119 - Domestic Water Piping Specialties

22 1123 - Facility Natural-Gas Piping

22 1313 - Facility Sanitary Sewers

22 1316 - Sanitary Waste and Vent Piping

22 1414 - Storm Drainage Piping

22 1423 - Storm Drainage Piping Specialties

DIVISION 23 – HEATING, VENTING AND AIR CONDITIONING

23 0513 - Common Motor Requirements for HVAC Equipment

23 0517 - Sleeves and Sleeve Seals for HVAC Piping

23 0518 - Escutcheons for HVAC Piping

23 0519 - Meters and Gauges for HVAC Piping

23 0523.12 - Ball Valves for HVAC Piping

23 0523.13 - Butterfly Valves for HVAC Piping

23 0523.14 - Check Valves for HVAC Piping

23 0529 - Hangers and Supports for HVAC Piping and Equipment

23 0548.13 - Vibration Controls for HVAC

23 0553 - Identification for HVAC Piping and Equipment

23 0566 - Antimicrobial Ultraviolet Lamp Systems for HVAC

23 0593 - Testing, Adjusting, And Balancing for HVAC

23 0713 - Duct Insulation

23 0719 - HVAC Piping Insulation

23 0923 - Direct Digital Control (DDC) System for HVAC

23 0923.11 - Control Valves

23 0923.12 - Control Dampers

23 0923.16 - Gas Instruments

23 2113 - Hydronic Piping

23 2116 - Hydronic Piping Specialties

23 2123 - Hydronic Pumps

23 2300 - Refrigerant Piping

23 2513 - Water Treatment for Closed-Loop Hydronic Systems

23 3113 - Metal Ducts

23 3300 - Air Duct Accessories

23 3346 - Flexible Ducts

23 3423 - HVAC Power Ventilators

23 3600 - Air Terminal Units

23 3713.13 - Air Diffusers

23 3713.23 - Registers and Grilles

23 3713.43 - Security Registers and Grilles

23 5216 - Condensing Boilers

23 6313 - Air-Cooled Refrigerant Condensers

23 6423.13 - Air-Cooled, Scroll Water Chillers

23 7313.16 - Indoor, Semi-Custom Air-Handling Units

00 0110-6 TABLE OF CONTENTS

23 7343.16 - Outdoor, Semi-Custom Air-Handling Units

23 8126 - Split-System Air-Conditioners

23 8239.16 - Propeller Unit Heaters

23 8239.19 - Wall and Ceiling Unit Heaters

23 9116 – Operable Wall Louvers

DIVISION 26 – ELECTRICAL

26 0519 - Low-Voltage Electrical Power Conductors and Cables

26 0526 - Grounding and Bonding for Electrical Systems

26 0529 - Hangers and Supports for Electrical Systems

26 0533 - Raceway and Boxes for Electrical Systems

26 0553 - Identification for Electrical Systems

26 0573.13 - Short-Circuit Studies

26 0573.16 - Coordination Studies

26 0573.19 - Arc-Flash Hazard Analysis

23 0943.13 – Digital-Networking Lighting Controls

26 2213 - Low-Voltage Distribution Transformers

26 2413 - Switchboards

26 2416 - Panelboards

26 2726 - Wiring Devices

26 2733 - Power Distribution Units

26 2813 - Fuses

26 2816 - Enclosed Switches and Circuit Breakers

26 2923 – Variable-Frequency Motor Controllers

26 3213.16 - Gas-Engine-Driven Generator Sets

26 3353 - Static Uninterruptible Power Supply

26 3600 - Transfer Switches

26 4113 - Lightning Protection for Structures

26 4313 - Surge Protection for Low-Voltage Electrical Power Circuits

26 5119 - Led Interior Lighting

26 5213 - Emergency and Exit Lighting

26 5613 - Lighting Poles and Standards

26 5619 - Led Exterior Lighting

DIVISION 27 – COMMUNICATIONS

27 0526 - Grounding and Bonding for Communication Systems

27 0528 - Pathways for Communications Systems

27 1100 - Communication Equipment Room Fittings

27 1300 - Communication Backbone Cabling

27 1500 - Communications Horizontal Cabling

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 0699 - Integrated Security System

28 2300 - Video Surveillance

28 4621.11 – Addressable Fire-Alarm Systems

28 4700 – Mass Notification

00 0110-7 TABLE OF CONTENTS

DIVISION 31 – EARTHWORK

31 1000 - Site Clearing

31 2000 - Earth Moving

31 2319 – Dewatering

31 5000 – Excavation Support and Protection

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 1216 - Asphalt Paving

32 1313 - Concrete Paving

32 1373 - Concrete Paving Joint Sealants

32 1400 - Unit Paving

32 1713 - Parking Bumpers

32 1723 - Pavement Markings

32 1726 - Tactile Warning Surfacing

32 3100 – Telescoping Security Gate

32 3119 – Decorative Metal Fences and Gates

32 3300 - Detention Benches

32 9110 - Soil Preparation

32 9200 - Turf and Grasses

32 9300 - Plants

DIVISION 33 – UTILITIES

33 4100 - Storm Utility Drainage Piping

33 4600 – Subdrainage

APPENDICES

Appendix A.1 - Community Center Bld Hazmat Survey Report Appendix

Appendix A.2 - Courthouse Building Hazmat Survey Report Appendix

Appendix A.3 - Law Office Museum Bld Hazmat Survey Report

Appendix A.4 - Old Public Works Dodd Bld Hazmat Survey Report

Appendix B.1 - Botetourt County Community Building and Old Public Works/Dodd Building - Asbestos Abatement Design Plan

Appendix B.2 - Botetourt County Courthouse - Asbestos Abatement Design Plan

Appendix C.1 - Community Center Building-Lead and OHM Management and Remediation Specification

Appendix C.2 - Courthouse-Lead and OHM Management and Remediation Specification

Appendix C.3 - Law Office Museum Building-Lead and OHM Management and Remediation Specification

Appendix C.4 - Old Public Works Dodd Building-Lead and OHM Management and Remediation Specification Appendix D: Geotechnical Investigative Report.

END OF SECTION

24131 / Botetourt County -

00 0115 - 1 List of Drawing Sheets

SECTION 00 0115

LIST OF DRAWING SHEETS

CS1.1 COVER SHEET

CS1.2 DRAWING LIST

GENERAL & SITE DRAWINGS

CIVIL

C-001 GENERAL NOTES

C-002 GENERAL NOTES

C-101 TOPOGRAPHIC SURVEY

C-102 DEMOLTION AND STAGE 1 E&S PLAN

C-103 BUILDING RELOCATION PLAN

C-104 SITE LAYOUT

C-105 UTILITY PLAN

C-105.1

UTILITY STRUCTURE AND PIPE

SCHEDULES

C-106 GRADING AND STAGE 2 E&S PLAN

C-107 FINE GRADING

C-108 STORM SEWER & WATER LINE PROFILES

C-108.1 STORM SEWER PROFILES

C-109 STORM SEWER PROFILES

C-110

PROPOSED ENTRANCE TURNING

MOVEMENTS

C-111 PROPOSED ENTRANCE PROFILES

C-112 PROPOSED ENTRANCE SIGHT DISTANCE

C-501 SITE DETAILS

C-502 SITE DETAILS

C-503 UTILITY DETAILS

C-504 UTILITY DETAILS

C-505 EROSION & SEDIMENT CONTROL DETAILS

C-506 UNDERGROUND DETENTION DETAILS

C-601 DRAINAGE AREA MAPS

LANDSCAPE

L100 LANDSCAPE IMPROVEMENTS & LAYOUT

L400

SITE IMPROVEMENTS & LAYOUT - FRONT

COURTHOUSE

L401

SITE IMPROVEMENTS & LAYOUT - NORTH

SECURE PARKING AREA

L402

SITE IMPROVEMENTS & LAYOUT - TOWN

GREEN

L403

SITE IMPROVEMENTS & LAYOUT - LOWER

PARKING AREA

L404

SITE IMPROVEMENTS & LAYOUT - LAW

OFFICE GROUNDS

L500 DETAILS

L501 DETAILS

00 0115 - 2 List of Drawing Sheets

L502 WALL DETAILS

L503 WALL DETAILS- LOWER PARKING AREA

L504 WALL DETAILS- ELEVATIONS & SECTIONS

L505 WALL DETAILS- ELEVATIONS

LP100 PLANTING PLAN

LP400 PLANTING PLAN - FRONT COURTHOUSE

LP401

PLANTING PLAN - NORTH SECURE

PARKING AREA

LP402 PLANTING PLAN - TOWN GREEN

LP403 PLANTING PLAN - LOWER PARKING AREA

LP404 PLANTING PLAN - LAW OFFICE GROUNDS

LP500 PLANTING DETAILS

ARCHITECTURAL

AS1.1

ARCH. SUGGESTED WORK SEQUENCE -

PHASE 1

AS1.2

ARCH. SUGGESTED WORK SEQUENCE -

PHASE 2

AS1.3

ARCH. SUGGESTED PHASING DIAGRAM -

PHASE 1

AS1.4

ARCH. SUGGESTED PHASING DIAGRAM -

PHASE 2

ELECTRICAL

E1.0 SITE LIGHTING PLAN

LOM - LAW OFFICE HOTEL & MONUMENT

DRAWINGS

LOM-CS LAW OFFICE/HOTEL & MONUMENT MOVE

ARCHITECTURAL

ALS1 LIFE SAFETY PLAN & CODE INFO

A1 FLOOR PLANS

A2 ELEVATIONS

A3 SECTIONS & DETAILS

A4 PORCH DETAILS

A5 OPENING DETAILS

A6

TEMPORARY COURTHOUSE BELL

STRUCTURE

STRUCTURAL

S1 GENERAL NOTES AND TYPICAL DETAILS

S2 REPAIR PLANS

S3 FOUNDATION PLAN AND DETAILS

S4

FIRST FLOOR FRAMING PLAN AND

DETAILS

S5 MONUMENT GARDEN FOUNDATION PLAN,

00 0115 - 3 List of Drawing Sheets

NOTES AND DETAILS

MECHANICAL

M1 MECHANICAL PLANS AND NOTES

ELECTRICAL

E1 ELECTRICAL PLANS AND NOTES

CCH - CIRCUIT COURTHOUSE DRAWINGS

CCH-CS NEW CIRCUIT COURTHOUSE

ARCHITECTURAL

ALS0.1 BUILDING CODE SUMMARY

ALS1.0 BASEMENT LIFE SAFETY PLAN

ALS1.1

FIRST & SECOND FLOOR LIFE SAFETY

PLANS

A0.1 GENERAL INFORMATION

A0.2 MASTER NOTE LIST

A0.3 MASTER NOTE LIST

A1.01

BASEMENT & FIRST FLOOR REFERENCE

PLAN

A1.02

SECOND FLOOR & ROOF REFERENCE

PLANS

A1.03 ATTIC REFERENCE PLAN

A1.04.A BASEMENT FLOOR ENLARGED- PART A

A1.04.B BASEMENT FLOOR ENLARGED- PART B

A1.05.A FIRST FLOOR ENLARGED- PART A

A1.05.B FIRST FLOOR ENLARGED- PART B

A1.06.A SECOND FLOOR ENLARGED- PART A

A1.06.B SECOND FLOOR ENLARGED- PART B

A1.07 ATTIC ENLARGED PLAN

A1.08.A ROOF PLAN ENLARGED- PART A

A1.08.B ROOF PLAN ENLARGED- PART B

A1.09A ROOF DETAILS

A1.09B

CUPOLA PLANS, ELEVATIONS, &

SECTIONS

A1.10 BASEMENT REFLECTED CEILING PLAN

A1.11

FIRST & SECOND FLOOR REFLECTED

CEILING PLANS

A1.12 ENLARGED REFLECTED CEILING PLAN

A1.13 CEILING DETAILS

A1.14 SHADE POCKET

A1.20 FINISH SCHEDULE

A1.21 BASEMENT - FLOOR FINISH PLAN

A1.22 FIRST & SECOND- FLOOR FINISH PLANS

A1.23 RESTROOM FINISH PLANS

A1.24 FINISH DETAILS AND TRIM PROFILES

00 0115 - 4 List of Drawing Sheets

A1.40A BASEMENT FLOOR COLUMN DETAILS

A1.40B BASEMENT FLOOR COLUMN DETAILS

A1.41A FIRST FLOOR COLUMN DETAILS

A1.41B FIRST FLOOR COLUMN DETAILS

A1.42 SECOND FLOOR COLUMN DETAILS

A1.43 PLAN DETAILS AT FRP PILASTERS

A1.44 CAST STONE DETAILS

A2.01 EXTERIOR ELEVATIONS

A2.02 EXTERIOR ELEVATIONS

A2.03 EXTERIOR ELEVATIONS MISC

A2.04 WINDOW ELEVATIONS

A2.05 WINDOW ELEVATIONS

A2.10 FRP PROFILES

A2.11 FRP PROFILES & DETAILS

A2.12 FRP CORNICE JOINT LOCATIONS

A2.20 MISC SITE PLANS & ELEVATIONS

A2.21 DUMPSTER ENCLOSURE

A3.01 BUILDING SECTIONS

A3.02 BUILDING SECTIONS

A3.10 STAIR PLANS & SECTIONS

A3.11A TYPICAL STAIR DETAILS

A3.11B

LOBBY STAIR 3D VIEWS, ELEVATIONS &

SECTION

A3.11C LOBBY STAIR DETAILS

A3.12

EXTERIOR METAL STAIR SECTION &

DETAILS

A3.13 ELEVATOR PLANS & SECTIONS

A3.14 ELEVATOR SECTIONS

A4.01 WALL SECTIONS

A4.02 WALL SECTIONS

A4.03 WALL SECTIONS

A4.04 WALL SECTIONS

A5.10 WALL DETAILS

A5.11 WALL DETAILS

A5.12 WALL DETAILS

A5.13 WALL DETAILS

A5.14 WALL DETAILS

A5.15 SUBGRADE WATER PROOFING DETAILS

A6.01 WINDOW & DOOR SCHEDULES

A6.02A WINDOW & DOOR TYPES

A6.02B CASING AND OPENING DETAILS

A6.03 DOOR DETAILS

A6.04 DOOR DETAILS

A6.05 DOOR DETAILS

A6.06 OPENING DETAILS

A6.07 WINDOW DETAILS

A6.08 DETENTION DOOR AND WINDOW DETAILS

00 0115 - 5 List of Drawing Sheets

A6.10 MAIN ENTRY DETAILS

A6.20 EXT. CARD READER DETAILS

A7.01

JURY TRIAL & HEARING COURTROOM

SECTIONS & PLANS

A7.02 COURT ROOM SECTION ELEVATIONS

A7.03A JUDGE'S STAIR & PLATFORM DETAILS

A7.03B JUDGE'S STAIR & PLATFORM DETAILS

A7.04 COURT ROOM WALL MILLWORK DETAILS

A7.05

COURTROOM MILLWORK ENLARGED

PLANS & ELEVATIONS

A7.06

COURTROOM MILLWORK ENLARGED

PLANS & ELEVATIONS

A7.07

COURTROOM MILLWORK ENLARGED

PLANS & ELEVATIONS

A7.08 COURTROOM MILLWORK DETAILS

A7.09 COURTROOM MILLWORK DETAILS

A7.10 LOBBY INTERIOR ELEVATIONS

A7.11 LOBBY VESTIBULE DETAILS

A7.12 LOBBY 3D NORTH VIEWS

A7.13 LOBBY 3D SOUTH VIEWS

A7.14 PUBLIC CIRCULATION 3D VIEWS

A7.15 COURTROOM 3D VIEWS

A7.16 EXTERIOR 3D VIEWS

A7.20 INTERIOR ELEVATIONS

A7.22 RESTROOM PLANS & ELEVATIONS

A7.23 ENLARGED PLANS & ELEVATIONS

A7.30 ENLARGED CASEWORK PLANS

A7.31 ENLARGED CASEWORK ELEVATIONS

A7.32 ENLARGED CASEWORK ELEVATIONS

A7.33 CASEWORK SECTIONS AND DETAILS

A7.34 CASEWORK SECTIONS

A7.35 CASEWORK SECTIONS

A8.0 SIGNAGE PLANS

A13.1 LEVEL 01 - FF&E PLAN

A13.2 LEVEL 02 - FF&E PLAN

A13.10 OWNER EQUIPMENT LIST

A13.11 OWNER EQUIPMENT LIST

A16.1

LEVEL 01 - FURNITURE COORDINATION

PLAN

A16.2

LEVEL 02 - FURNITURE COORDINATION

PLAN

STRUCTURAL

S0.1

GENERAL NOTES, TYPICAL DETAILS, AND

PROXIMITY PLAN

S0.2 TYPICAL DETAILS

S0.3 SCHEDULES

00 0115 - 6 List of Drawing Sheets

S1.0 FOUNDATION & BASEMENT SLAB PLAN

S1.1 FOUNDATION PLAN AREA A

S1.2 FOUNDATION PLAN AREA B

S1.3 FOUNDATION PLAN AREA C

S1.4 FOUNDATION PLAN AREA D

S1.5 FOUNDATON PLAN AREA E

S1.6 FOUNDATION SECTIONS & DETAILS

S1.7 FOUNDATION SECTIONS & DETAILS

S1.8 FOUNDATION SECTIONS & DETAILS

S2.0 FIRST & SECOND FLOOR FRAMING PLANS

S2.1 FIRST FLOOR FRAMING PLAN AREA B

S2.2 FIRST FLOOR FRAMING PLAN AREA C

S2.3 SECOND FLOOR FRAMING PLAN AREA B

S2.4 SECOND FLOOR FRAMING PLAN AREA C

S3.0 MAIN ROOF OVERALL FRAMING PLAN

S3.1 MAIN ROOF FRAMING PLAN AREA B

S3.2 MAIN ROOF FRAMING PLAN AREA C

S3.3 UPPER ROOF FRAMING PLAN

S4.0 ELEVATIONS

S5.0 FRAMING SECTIONS & DETAILS

S5.1 FRAMING SECTIONS & DETAILS

S5.2 FRAMING SECTIONS & DETAILS

S5.3 FRAMING SECTIONS & DETAILS

FIRE PROTECTION

FP1.01

FIRE PROTECTION BASEMENT FLOOR

PLAN

FP1.02 FIRE PROTECTION FIRST FLOOR PLAN

FP1.03 FIRE PROTECTION SECOND FLOOR PLAN

FP1.04 FIRE PROTECTION ATTIC PLAN

MECHANICAL

M0.01

LEGEND, ABBREVIATIONS, AND GENERAL

NOTES

M0.02 HVAC SCHEDULES

M0.03 HVAC SCHEDULES AND DETAILS

M0.04 HVAC DETAILS SHEET 2

M1.01.A HVAC BASEMENT FLOOR PLAN PART A

M1.01.B HVAC BASEMENT FLOOR PLAN PART B

M1.02.A HVAC FIRST FLOOR PLAN PART A

M1.02.B HVAC FIRST FLOOR PLAN PART B

M1.03.A HVAC SECOND FLOOR PLAN PART A

M1.03.B HVAC SECOND FLOOR PLAN PART B

M1.04 HVAC ROOF PLAN

M2.01.A

HVAC PIPING BASEMENT FLOOR PLAN

PART A

M2.01.B HVAC PIPING BASEMENT FLOOR PLAN

00 0115 - 7 List of Drawing Sheets

PART B

M2.02.A HVAC PIPING FIRST FLOOR PLAN PART A

M2.02.B HVAC PIPING FIRST FLOOR PLAN PART B

M2.03.A

HVAC PIPING SECOND FLOOR PLAN PART

A

M2.03.B

HVAC PIPING SECOND FLOOR PLAN PART

B

M2.04 HVAC PIPING ROOF PLAN

M3.01 HVAC CONTROLS SHEET 1 AND LEGEND

M3.02 HVAC CONTROLS SHEET 2

M3.03 HVAC CONTROLS SHEET 3

M3.04 HVAC CONTROLS SHEET 4

M3.05 HVAC CONTROLS SHEET 5

PLUMBING

P0.01

LEGEND, ABBREVIATIONS AND GENERAL

NOTES

P0.02 SCHEDULES AND DETAILS

P1.01.A

HOT AND COLD WATER BASEMENT FLOOR

PLAN PART A

P1.01.B

HOT AND COLD WATER BASEMENT FLOOR

PLAN PART B

P1.02.A

HOT AND COLD WATER FIRST FLOOR

PLAN PART A

P1.02.B

HOT AND COLD WATER FIRST FLOOR

PLAN PART B

P1.03.A

HOT AND COLD WATER SECOND FLOOR

PLAN PART A

P1.03.B

HOT AND COLD WATER SECOND FLOOR

PLAN PART B

P2.01.A

SANITARY, VENT AND STORM BASEMENT

FLOOR PLAN PART A

P2.01.B

SANITARY, VENT AND STORM BASEMENT

FLOOR PLAN PART B

P2.02.A

SANITARY, VENT AND STORM FIRST

FLOOR PLAN PART A

P2.02.B

SANITARY, VENT AND STORM FIRST

FLOOR PLAN PART B

P2.03.A

SANITARY, VENT AND STORM SECOND

FLOOR PLAN PART A

P2.03.B

SANITARY, VENT AND STORM SECOND

FLOOR PLAN PART B

P2.04 PLUMBING ROOF PLAN

P3.01 GAS BASEMENT FLOOR PLAN

P4.01 HOT & COLD WATER RISER DIAGRAM

P4.02 SANITARY AND VENT RISER DIAGRAM

P4.03 STORM RISER DIAGRAM

00 0115 - 8 List of Drawing Sheets

ELECTRICAL

E00.1 LEGENDS, NOTES & ABBREVIATIONS

E00.2 LEGENDS, NOTES & ABBREVIATIONS

E1.01.A BASEMENT FLOOR LIGHTING PLAN PART A

E1.01.B BASEMENT FLOOR LIGHTING PLAN PART B

E1.02.A FIRST FLOOR LIGHTING PLAN PART A

E1.02.B FIRST FLOOR LIGHTING PLAN PART B

E1.03.A SECOND FLOOR LIGHTING PLAN PART A

E1.03.B SECOND FLOOR LIGHTING PLAN PART B

E1.04 ATTIC, CUPOLA & ROOF LIGHTING PLAN

E1.05 SITE LIGHTING PLAN

E1.06 LIGHTING FIXTURE SCHEDULE AND NOTES

E2.01 GROUNDING PLAN

E2.02.A BASEMENT FLOOR POWER PLAN PART A

E2.02.B BASEMENT FLOOR POWER PLAN PART B

E2.03.A FIRST FLOOR POWER PLAN PART A

E2.03.B FIRST FLOOR POWER PLAN PART B

E2.04.A SECOND FLOOR POWER PLAN PART A

E2.04.B SECOND FLOOR POWER PLAN PART B

E2.05 ROOF POWER PLAN

E2.06 LIGHTNING PROTECTION PLAN

E3.01 ONE LINE DIAGRAM

E3.02 ELECTRICAL PANEL SCHEUDLES

E3.03 ELECTRICAL PANEL SCHEDULES

E3.04 ELECTRICAL PANEL SCHEDULES

E3.05 ELECTRICAL PANEL SCHEDULES

E3.06 ELECTRICAL PANEL SCHEDULES

E4.01.A

BASEMENT FLOOR SPECIAL SYSTEMS

PLAN PART A

E4.01.B

BASEMENT FLOOR SPECIAL SYSTEMS

PLAN PART B

E4.02.A

FIRST FLOOR SPECIAL SYSTEMS PLAN

PART A

E4.02.B

FIRST FLOOR SPECIAL SYSTEMS PLAN

PART B

E4.03.A

SECOND FLOOR SPECIAL SYSTEMS PLAN

PART A

E4.03.B

SECOND FLOOR SPECIAL SYSTEMS PLAN

PART B

E4.04 TELECOM ONE-LINE

E4.05 TELECOM DETAILS

E4.06 TELECOM DETAILS

E4.07 TELECOM ENLARGED PLANS

TELECOMMUNICATIONS

TE0.1

TELECOM GENERAL NOTES, SYMBOLS &

ABBREVIATIONS

00 0115 - 9 List of Drawing Sheets

TE1.1 BASEMENT LEVEL TELECOM PLAN

TE1.2 FIRST FLOOR TELECOM PLAN

TE1.3 SECOND FLOOR TELECOM PLAN

TE3.1 TELECOM ENLARGED PLANS

TE5.1 TELECOM ONE-LINE

TE6.1 TELECOM DETAILS

TE6.2 TELECOM DETAILS

TELECOM - SECURITY

TS0.1

SECURITY GENERAL NOTES, SYMBOLS &

ABREVIATIONS

TS1.1 BASEMENT LEVEL - SECURITY PLAN

TS1.2 LEVEL 01 - SECURITY PLAN

TS1.3 LEVEL 02 - SECURITY PLAN

TS1.4 ROOF LEVEL - SECURITY PLAN

TS4.1 ENLARGED SECURITY PLANS

TS6.1 SECURITY DETAILS

TS6.2 SECURITY DETAILS

TS6.3 SECURITY SCHEDULES

TS7.1 SECURITY VIEWS LOBBY

TS7.2 SECURITY VIEWS DETENTION

END OF SECTION 00 0115

Circuit Courthouse:

00 1113 – 1 ADVERTISEMENT FOR BID

Legal Ad

BOTETOURT COUNTY, VIRGINIA

SECTION 00 1113 - ADVERTISEMENT FOR BIDS

#24-24813

BOTETOURT COUNTY CIRCUIT COURTHOUSE

Botetourt County is soliciting sealed bids from pre-qualified General Contractors. The project consists of the following:

1. Demolition of the current courthouse building, the community building, and the

"old" public works building.

2. On the Courthouse Square, existing utilities including power, fiber, gas, water, and sewer will be relocated/rerouted. Grading/rock removal and portion of a concrete retaining wall will be installed to create a location for a new parking lot and a relocated historic law office/hotel building (the “LOH”).

3. Prior to relocation of the historic building, the proposed foundation will need to be dug in accordance with requirements of the building relocation subcontractor prequalified by the County. In addition, a temporary road must be constructed in accordance with requirements of the building relocation subcontractor.

4. The two story LOH will be prepared and relocated on the existing Courthouse

Square. Botetourt County has already prequalified a building relocation contractor who will be utilized within the selected general contractor’s team. Once the building is relocated, a new masonry foundation will be installed.

5. In addition to relocating the LOH, a historic monument and related artifacts will also be relocated by the same prequalified building relocation subcontractor.

6. Limited area sitework, landscaping (including hardscaping), fencing, parking lighting, and other site preparation for construction is part of this work.

7. A new courthouse building will be built on the demolished courthouse site where the new front facade and front wing will match that of old demolished courthouse.

The new building will consist of two stories and a basement level with a total floor area of approximately 40,420 s.f. The basement level will be separated where the judge’s secured parking entrance will be located on the rear (north) side along with the sally port and secured detainee holding area. The remaining basement area will be for mechanical equipment. The first floor will serve as the public entry where half of the building will serve as the Clerk's Office and the other half will serve as the office for the Commonwealth Attorney. The second floor will contain the Hearing Courtroom and the Jury Trial Courtroom with public waiting area in the front of the building and the judge’s chambers to the rear of the court rooms.

Circuit Courthouse:

00 1113 – 2 ADVERTISEMENT FOR BID

The three levels will have two CMU enclosed stairs and three CMU enclosed elevators. Two elevators will serve all three levels, while one will only stop at the basement and second floor to be used for detainee transfer. The sub-structure and super-structure will be a combination of concrete, CMU, and steel frame construction. The building envelope will be finished with stone, brick veneer, aluminum clad windows, hollow metal framed doors, fiberglass reinforce polymer columns and trim, metal railings, pitched metal roofing, and low sloped EPDM rubber roofing. The basement level interior will consist of concrete slab on grade, CMU wall partitions, and metal stud walls w/ GWB finish, hollow metal framed openings, and acoustic ceiling tile ceilings (secured in detainee area). Specific secure areas will be protected with ballistic panels. The first level interior will be finished with elevated concrete slabs with terrazzo, porcelain tile, luxury vinyl tile, and carpet tile floors; metal stud walls finished with GWB, wood trim or paneling, and ceramic tile; ceilings will be finished with GWB and acoustic ceiling tile. The building will be equipped with a automatic fire sprinkler and security system. The

Contractor shall provide all necessary superintendence, materials,* labor, and components required for the project construction and competition is accordance with the Invitation for Bids, the Project Manual (including Instructions to Bidders), and the Drawings, as designed by Architectural Partners, are available digitally upon request.

* The County reserves the right to use an optional owner direct purchase program, as laid out in the bid package, for some or all materials. However, bidders must submit bids on all materials.

In the event of any discrepancy between the above description and the detailed specifications set forth in the detailed Project Manual, the Project Manual controls.

A mandatory pre-bid meeting will be held at the Botetourt County Circuit Courthouse, located at 1 W. Main Street, Fincastle, VA 24090 at 10:00 a.m. in the courtroom, on Thursday, October 24, 2024. Interested pre-qualified contractors are to attend. Sealed Bids will be received at the County Purchasing Office, located at 57 S. Center Drive, Daleville, VA 24083, until 2:00 p.m. on Wednesday, November 20, 2024, at which time the bids will be opened and publicly read aloud. The Invitation for Bids Package is available by making a request to the Purchasing Office purchasing@botetourtva.gov on or after Monday, October 21, 2024. Botetourt County reserves the right to accept or reject any or all bids, to waive any informalities or irregularities, and to accept a bid which is deemed to be in its best interest.

EOE

Kimberly Hartman, Purchasing Manager mailto:purchasing@botetourtva.gov

00 1116 – 1 INVITATION FOR BIDS

SECTION 00 1116 - INVITATION FOR BIDS

IFB #24-24813

BOTETOURT COUNTY CIRCUIT COURTHOUSE

Released: October 21, 2024

Botetourt County is soliciting sealed bids from pre-qualified General Contractors. The project consists of the following:

1. Demolition of the current courthouse building, the community building, and the

"old" public works building.

2. On the Courthouse Square, existing utilities including power, fiber, gas, water, and sewer will be relocated/rerouted. Grading/rock removal and portion of a concrete retaining wall will be installed to create a location for a new parking lot and a relocated historic law office/hotel building (the “LOH”).

3. Prior to relocation of the historic building, the proposed foundation will need to be dug in accordance with the requirements of the building relocation subcontractor prequalified by the County. In addition, a temporary road must be constructed in accordance with the requirements of the building relocation subcontractor.

4. The two-story LOH will be prepared and relocated on the existing Courthouse

Square. Botetourt County has already prequalified a building relocation contractor who will be utilized within the selected general contractor’s team. Once the building is relocated, a new masonry foundation will be installed.

5. In addition to relocating the LOH, a historic monument and related artifacts will also be relocated by the same prequalified building relocation subcontractor.

6. Limited area site work, landscaping (including hardscaping), fencing, parking lighting, and other site preparation for construction are part of this work.

7. A new courthouse building will be built on the demolished courthouse site where the new front facade and front wing will match that of the old, demolished courthouse.

The new building will consist of two stories and a basement level with a total floor area of approximately 40,420 s.f. The basement level will be separated where the judge’s secured parking entrance will be located on the rear (north) side along with the sally port and secured detainee holding area. The remaining basement area will be for mechanical equipment. The first floor will serve as the public entry where half of the building will serve as the Clerk's Office and the other half will serve as the office for

00 1116 – 2 INVITATION FOR BIDS

the Commonwealth Attorney. The second floor will contain the Hearing Courtroom and the Jury Trial Courtroom with a public waiting area in the front of the building and the judge’s chambers to the rear of the courtrooms. The three levels will have two CMU-enclosed stairs and three CMU-enclosed elevators. Two elevators will serve all three levels, while one will only stop at the basement and second floor to be used for detainee transfer. The sub-structure and super-structure will be a combination of concrete, CMU, and steel frame construction. The building envelope will be finished with stone, brick veneer, aluminum-clad windows, hollow metal framed doors, fiberglass reinforced polymer columns and trim, metal railings, pitched metal roofing, and low-sloped EPDM rubber roofing. The basement level interior will consist of concrete slab on grade, CMU wall partitions, metal stud walls w/ GWB finish, hollow metal framed openings, and acoustic ceiling tile ceilings (secured in the detainee area). Specific secure areas will be protected with ballistic panels. The first level interior will be finished with elevated concrete slabs with terrazzo, porcelain tile, luxury vinyl tile, and carpet tile floors;

metal stud walls finished with GWB, wood trim or paneling, and ceramic tile; ceilings will be finished with GWB and acoustic ceiling tile. The building will be equipped with an automatic fire sprinkler and security system. The Contractor shall provide all necessary superintendence, materials,* labor, and components required for the project construction and competition in accordance with the Invitation for Bids, the Project

Manual (including Instructions to Bidders), and the Drawings, as designed by

Architectural Partners, are available digitally upon request.

* The County reserves the right to use an optional owner-direct purchase program, as laid out in the bid package, for some or all materials. However, bidders must submit bids on all materials.

In the event of any discrepancy between the above description and the detailed specifications set forth in the detailed Project Manual, the Project Manual controls.

MANDATORY PRE-BID MEETING

Interested Pre-qualified General Contractors Must Attend.

Bids will not be accepted from subcontractors.

10 a.m., local time, Thursday, October 24, 2024

At the Botetourt County Circuit Courthouse, 1 W. Main Street, Fincastle, VA 24090

The deadline for questions is 5 p.m., local time, Friday, November 8, 2024. Questions must be submitted to: purchasing@botetourtva.gov

Submit one (1) original, one (1) copy, and one (1) version with redacted proprietary information, if applicable, of all required bid documents to:

Botetourt County Purchasing Office

57 S. Center Drive, Daleville, VA 24083

IFB #24-24813 Botetourt County Circuit Courthouse mailto:purchasing@botetourtva.gov

00 1116 – 3 INVITATION FOR BIDS

DEADLINE

2 p.m., local time, Wednesday, November 20, 2024 at which time bids will be opened and read aloud.

Botetourt County reserves the right to accept or reject any or all bids, to waive informalities, and to accept any bid that is deemed in the best interest of the

County.

24131/Botetourt County –

00 2113-1 Instructions to Bidders

SECTION 00 2113

INSTRUCTIONS TO BIDDERS

The Invitation For Bids (IFB) consists the Invitation for Bids document, this Instructions to Bidders, the Bid Form, the Pre-Bid Question Form, the General Conditions of the Construction Contract, the Supplemental General Conditions (if any), the Special Conditions (if any), the Forms to be used, and the Scope of Work as described by the Plans and Specifications, other documents listed in the Specifications, and any addenda which may be issued, all of which request qualified bidders to submit competitive prices or bids for providing the described work on the project.

eVA Vendor Registration: The bidder or offeror shall be a registered vendor in eVA.

1. CONDITIONS AT SITE OR STRUCTURE: Bidders should visit the site and are responsible for ascertaining pertinent local conditions such as location, accessibility, general character of the site or building, and the character and extent of existing conditions, improvements or work within or adjacent to the site. Claims, as a result of failure to have done so, will not be considered by the Owner. See Section 7 of the General Conditions entitled "Conditions at Site."

2. EXPLANATIONS TO BIDDERS: No oral explanation in regard to the meaning of drawings and specifications will be made and no oral instructions will be given before the award of the contract. The Owner shall not be responsible for any conclusions, assumptions, or interpretations made by bidders during the preparation of bids that are contrary to the drawings and specifications and their clear intent. Discrepancies, conflicts, errors, omissions or doubts as to the meaning of drawings and specifications shall be communicated in writing to the Architect / Engineer for interpretation. Bidders must act so as to assure that questions reach the Architect/Engineer not later than 5 p.m., local time, November 7, 2024, to allow a sufficient time for an addendum to reach all bidders before the submission of their bids. Any interpretation made will be in the form of an addendum to the specifications which will be forwarded to all bidders, and its receipt shall be acknowledged by the bidder on Bid Forms. If such discrepancies, conflicts, errors, omissions or doubts are reasonably apparent or should have been reasonably apparent to the bidder, and the bidder failed to submit questions to the Architect/Engineer in the time and manner required herein and the Contract is awarded to the bidder, then any claims shall be deemed waived and the bidder shall not be entitled to additional compensation or time, or entitled to sue the Owner based on such discrepancies, conflicts, errors, omissions, or doubts.

3. TIME FOR COMPLETION:

a. The contract time for completion shall be stated as set forth in the Bid Form. Unless otherwise specified, the Contractor shall achieve Final Completion within thirty

(30) days after the date of Substantial Completion.

b. When the Notice to Proceed is issued, it will state a Contract Completion Date, which has been set by the Owner based on date of the Notice to Proceed and the Time for Completion.

c. The Contractor, in preparing and submitting his bid, is required to take into consideration normal weather conditions. Normal weather does not mean statistically average weather, but rather means a range of weather conditions which

00 2113-2 Instructions to Bidders might be anticipated, (i.e., conditions which are not extremely unusual). Normal weather conditions shall be determined from the public historical records available, including the U.S. Department of Commerce, Local Climatological Data Sheets, Oceanic and Atmospheric Administration/Environmental Data and Information Service, National Climatic Center and the National Weather Service. The data sheets to be used shall be for the locality or localities closest to the site of the work.

No additional compensation will be paid to the Contractor because of adverse weather conditions; however, an extension of time for abnormal weather will be considered by the Owner as indicated in the General Conditions.

d. If the Owner designates the public historical climatological records to be used, the bidder shall use those records in computing bids. A bidder's failure to designate climatological records when submitting a bid shall not disqualify his bid, but shall constitute a waiver of the right to claim any extension of time as the result of abnormal weather. In either case, the bid submitted and the time of completion shall be presumed to have been based upon normal weather derived from the climatological records used.

4. PREPARATION AND SUBMISSION OF BIDS:

a. Bids shall be submitted on the forms furnished, or copies thereof, and shall be signed in ink. Erasures or other changes in a bid must be explained or noted over the signature of the bidder. Bids containing any conditions, omissions, unexplained erasures, alterations or items not called for in the proposal, or irregularities of any kind, may be rejected by the Owner as being incomplete or nonresponsive

b. Each bid must give the complete legal name and full business address of the bidder and be signed by the bidder, or the bidder's authorized representative, with his usual signature. Bids by partnerships must be signed in the partnership name by one of the general partners of the partnership or an authorized representative, followed by the designation/title of the person signing, and a list of the partners. Bids by joint ventures must be signed in the joint venture name by one of the joint venturers or an authorized representative of one of the joint venturers, followed by the designation/title of the person signing, and a list of the joint venturers. Bids by corporations must be signed with the legal name of the corporation followed by the name of the state in which it is incorporated and by the signature and title of the person authorized to bind it in this matter. The name of each person signing shall be typed or printed below the signature. A signature on a bid by a person who identifies his title as "President," "Secretary," "Agent" or other designation without disclosing the principal firm, shall be held to be the bid of the individual signing.

When requested by the Owner, satisfactory evidence of the authority of the officer signing on behalf of the corporation shall be furnished. Trade or fictitious names may be referenced by using "t/a ,” but bids shall be in the legal name of the person or entity submitting the bid.

c. Bids with the bid guarantee shall be enclosed in a sealed envelope which shall be marked and addressed as indicated in the invitation for bids. If a contract is for one hundred twenty thousand dollars ($120,000) or more, or if the total value of all construction, removal, repair or improvements undertaken by the bidder within any

00 2113-3 Instructions to Bidders twelve-month period is seven hundred fifty thousand dollars ($750,000) or more, the bidder is required under § 54.1-1100 et seq. of the Code of Virginia, 1950, as amended (the “Code”), to be licensed in Virginia as a "Class A Contractor." If a contract is for ten thousand dollars ($10,000) or more, but less than one hundred twenty thousand dollars ($120,000), or if the total value of all construction, removal, repair or improvements undertaken by the bidder within any twelve-month period is one hundred fifty thousand dollars ($150,000) or more, but less than seven hundred fifty thousand dollars ($750,000), the bidder is required to be licensed in Virginia as a "Class B Contractor." The bidder shall place on the outside of the envelope containing the bid and shall place in the bid over his signature whichever of the following notations is appropriate and insert his Contractor license/registration number: Licensed Class A Virginia Contractor No. or Licensed Class B Virginia Contractor No. If the bidder is not properly licensed in Virginia at the time the bid is submitted, or if the bidder fails to provide this information on his bid or on the envelope containing the bid and fails to promptly provide said Contractor license number to the Owner in writing when requested to do so before the opening of bids, he shall be deemed to be in violation of § 54.1-1115 of the Code, and his bid will not be considered.

d. The Board for Contractors has interpreted its regulations to mean "a licensed Contractor can bid on a contract which contains work outside his license classification(s) as long as he subcontracts those items for which he is not qualified to perform to licensed contractors with the appropriate License Classification and the work of the second party is incidental to the contract." Therefore, the Owner may, as a part of determining whether the bidder is "responsible," require the apparent low bidder to submit a listing of his subcontractors along with the license number and classification or specialty of each.

e. The bidder must also place its Employer Identification Number (SSN or FEIN) in the space provided on the Bid Form.

f. Every bidder organized as a stock or nonstock corporation, limited liability company, business trust, or limited partnership or registered as a registered limited liability partnership must be authorized to transact business in the Commonwealth as a domestic or foreign business entity if so required by Title 13.1 or Title 50 of the Code of Virginia, as amended, or as otherwise required by law. Any bidder organized or authorized to transact business in the Commonwealth pursuant to Title

13.1 or Title 50 must include in its bid the identification number issued to it by the State Corporation Commission. Any bidder that is not required to be authorized to transact business in the Commonwealth as a foreign business entity under Title 13.1 or Title 50 or as otherwise required by law shall include in its bid or proposal a statement describing why the bidder or offeror is not required to be so authorized.

A bidder required to be authorized to transact business in Virginia that fails to provide the required information shall not receive an award unless a waiver of this requirement and of any administrative policies and procedures established to implement Section 2.2-4311.2 of the Code of Virginia, as amended, is granted by the chief executive of the Owner. If awarded the Contract, the bidder shall not allow its existence to lapse or its certificate of authority or registration to transact business

00 2113-4 Instructions to Bidders in the Commonwealth, if so required under Title 13.1 or Title 50, to be revoked or cancelled at any time during the term of the Contract. Doing so shall be deemed to be a violation of Section 2.2- 4311.2 and the bidder understands and agrees that the Owner may void the Contract if the bidder fails to comply with this provision.

5. BID GUARANTEE:

a. Any bid (including the Total Base Bid plus all Additive Bid Items) which exceeds five hundred thousand dollars ($500,000) shall be accompanied by a Bid Bond, enclosed with the bid package, payable to the Owner as obligee in an amount equal to five percent (5%) of the amount of the bid. The Bid Bond must be issued by a surety company which is legally authorized by the Virginia State Corporation Commission to do surety business in the Commonwealth of Virginia. Such Bid Bond shall guarantee that the bidder will not withdraw his bid during the period of forty-five (45) days following the opening of bids; that if his bid is accepted, he will enter into a formal contract with the Owner in accordance with the Contract Between Owner and Contractor included as a part of the IFB Documents; that he will submit a properly executed and authorized Standard Performance Bond and Standard Labor and Material Payment Bond on the forms included in the IFB documents; and that in the event of the withdrawal of said bid within said period, or failure to enter into said contract and give said bonds within ten (10) days after he has received notice of acceptance of his bid, the bidder shall be liable to the Owner for the difference between the amount specified in said bid and such larger amount for which the Owner may contract with another party to perform the work covered by said bid, up to the amount of the bid guarantee. This amount represents the damage to the Owner on account of the default of the bidder in any particular hereof. See § 2.2- 4336 of the Code.

b. See § 2.2-4338 of the Code for provisions allowing alternative forms of bid security in lieu of a Bid Bond. Forms of Security listed in § 2.2-4338(B) of the Code must be approved prior to submission of a Bid on the Bid Receipt date and time to be acceptable as Bid Security.

c. If the required Contract and bonds have not been executed within thirty (30) days after the date of the opening of the bids, then the bond or other bid security of any bidder will be returned upon his request, provided he has not been notified of the acceptance of his bid prior to the date of such request.

6. WITHDRAWAL OR MODIFICATION OF BIDS

Bids may be withdrawn or modified by written, telefaxed, or email notice received at the designated location from a bidder prior to the deadline fixed for bid receipt. The withdrawal or modification may be made by the person signing the bid or by an individual(s) who is authorized by him on the face of the bid. Written modifications may be made on the bid form itself, on the envelope in which the bid is enclosed, or on a separate document. Written modifications, whether the original is delivered, telefaxed, or sent by email, must be signed by the person making the modification or withdrawal, either by manual signature or an express acknowledgement that the signature is intended to be a binding electronic signature. The modification must state specifically what is to be modified and by what

00 2113-5 Instructions to Bidders amount or it must state the item to be modified and what the corrected amount should be.

(e.g. “Deduct $25,000 from Part A and from the Total Base Bid Amount”; or “Add $23,456 to the Total Base Bid Amount”; or “Deduct $15,650 from the Additive # 2 amount”. A modification to “Deduct $25,000 from Part A” will only be applied to Part A and not to the Total Base Bid Amount) Unless otherwise specified by the Bidder in the modification, the modification will be applied to the TOTAL BASE BID AMOUNT shown on the Bid Form. (e.g., a modification stating only “Deduct $25,000” which is properly signed will be deducted from the Total Base Bid Amount shown on the Bid Form).

7. RECEIPT OF BIDS:

a. Bids will be received at or before the date and the hour and at the place stipulated in the Invitation for Bids as may be modified by subsequent Addenda.

b. It is the responsibility of the bidder to assure that his bid and any bid modifications are delivered to the place designated for receipt of bids by the date and hour (deadline) set for receipt of bids. Therefore, it is the bidder’s responsibility to take into account all factors which may impact on its bid deliverer / courier’s ability to deliver the bid and to implement whatever actions are necessary to have the bid delivered to the proper bid receipt location prior to the bid receipt deadline. No bids or bid modifications submitted or offered after the date and hour designated for receipt of bids will be accepted or considered.

c. The Bid Officer is the Owner's representative designated to receive bids at the time and place noted in the IFB and to open the bids received at the appointed time.

d. The official time used for the receipt of responses is determined by reference to the clock designated by the Bid Officer. The Bid Officer shall determine when the Bid Receipt Deadline has arrived and shall announce that the Deadline has arrived and that no further bids or bid modifications will be accepted. All bids and bid modifications in the possession of the Bid Officer and his assistants at the time the announcement is completed are deemed to be timely, whether or not the bid envelope has been physically date/time stamped or otherwise marked by the time the Bid Officer makes the deadline announcement.

e. In the event the bid receipt occurs during a period of suspended state business operations, the receipt and opening will be delayed one business day.

8. OPENING OF BIDS:

a. Bids will be opened at the time and place stated in the Invitation for Bids or as modified by subsequent Addenda, and their contents publicly announced. The Bid Officer shall decide when the specified time for bid opening has arrived. No responsibility will be attached to any officer or agent for the premature opening of a bid not properly addressed and identified. Bid opening shall be no sooner than 24 hours after the time set for receipt of bids.

b. Section 2.2-4342 of the Code is applicable to the inspections of bids received.

00 2113-6 Instructions to Bidders

c. In the event the bid opening occurs during a period of suspended state business operations, the opening will be delayed until the next business day.

9. ERRORS IN BIDS:

A bidder may withdraw his bid from consideration if the price bid was substantially lower than the other bids due solely to a mistake therein, provided the bid was submitted in good faith, and the mistake was a clerical mistake as opposed to a judgment mistake, and was actually due to an unintentional arithmetic error or an unintentional omission of a quantity of work, labor or material made directly in the compilation of a bid, which…