ADDENDUM _4_COMPLETE.pdf

SAE A d d e n d u m N o . # 4 Page 1 of 5

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Southern A&E, LLC 7951 Troon Circle Austell, Georgia 30168 (770)-819-7777

Project Name: Renovations to Tara Stadium Project Number: 01-606-050

Client: Clayton County Public Schools City/State: Morrow, GA

Addendum Date: 12/11/2024 Bid Date: 12/18/2024

TO REGISTERED HOLDERS OF BID DOCUMENTS

INFORMATION CONTAINED IN THIS ADDENDUM SUPERSEDES PREVIOUS INFORMATION

CONTAINED IN BID DOCUMENTS

GENERAL

The following clarifications are issued with this addendum.

• Non-collusion Form: Good morning, I could not find the non-collusion form in the specs. Can you please assist? Form attached in revised Specification 00 45 00 – Representations & Certifications

• Hardware Specifications: There is no Hardware Spec included in the documents. Specification included as attachment

• Tara Stadium Acceptable BAS (Controls) manufacturer: SECTION 23 09 00 - INSTRUMENTATION AND CONTROL FOR HVAC The specification section 230900 only lists one manufacturer as acceptable for the control system. Trane currently has an existing Building Automation System at CCPS that it would tie the Tara Stadium into. Please confirm that Trane is an acceptable controls manufacturer/ installer for this project. Response:Trane Technologies has been added to the list of approved manufacturers under specification section 23 90 00 instrumentation And Controls For HVAC. Refer to addendum #4.

CHANGES TO SPECS:

1) Section 00 00 30 – Table of Contents

a) Replace section with revised form, copy attached.

2) Section 00 30 00 – Bid Form

a) Replace section with revised form, copy attached.

3) Section 00 45 00 – Representations & Certifications

a) Replace section with revised form, copy attached.

4) Section 01 21 00 – Allowances

a) Replace section with revised form, copy attached.

5) Section 08 71 00 – Door Hardware

SAE A d d e n d u m N o . # 4 Page 2 of 5

a) Replace section with revised form, copy attached.

6) Section 09 65 19 – Resilient Tile Flooring

a) Replace section with revised form, copy attached

7) Section 09 68 13 Tile Carpeting

a) Replace section with revised form, copy attached

8) Section 27 41 16 – Audiovisual Systems

a) Clarification: Paragraph 2.2, C refers to an “Input Wall Plate.” This device is to be installed in the poke-thru device in the floor as indicated on Drawing E105.

b) Replace paragraph 2.3, C, 3, c with the following: Provide (1) 1RU sliding equipment shelf, Middle Atlantic Products model SS, or equivalent.

c) Replace paragraph 2.3, F, 1 with the following: The Bluetooth Media Player shall be a Denon DN- 700CB, or equivalent.

9) Section 23 09 00 – Instrumentation And Control For HVAC

a) Replace section with revised section, copy attached.

10) Section 27 51 23.20 – VOIP Interface Paging System

a) Add paragraph 2.6, and subparagraphs as follows:

“2.6 EXTERIOR PAGING SPEAKERS:

A. Recessed Wall Mounted Exterior Paging Speaker Assembly

1. The recessed exterior speaker shall be an 8" single cone driver with a moisture-resistant cone and a 10 oz. magnet. The cone is cotton cloth with a phenolic resin treatment and a double-dipped acrylic lacquer coating to provide superior protection in areas of high humidity. The speaker shall be Lowell Model 8C10MRB-T72. The recessed back box shall be of heavy gauge cold-rolled steel, spot welded for stability with a rust-retardant gray primer finish, Lowell model P68X.

Acoustically treat the interior to eliminate mechanical resonance. The backbox shall be 9.6” square X 3.75” deep. The baffle shall be vandal-proof, the faceplate constructed of a special aluminum alloy with a tensile strength of 44,000PSI. The baffle front is backed with a heavy gauge, perforated steel screen which protects the speaker. Provide tamper-resistant hardware. The Baffle shall be Lowell model SG8-VP.

2. Provide as indicated on the drawings.”

CHANGES TO DRAWINGS:

1) DRAWING C101:

Delete drawing C101 and replace with revised drawing C101 dated 12-11-2024. Copy attached.

a) Plan updated to remove concrete to install new canopy.

2) DRAWING C102:

Delete Drawing C102 and replace with revised drawing C102 dated 12-11-2024. Copy attached.

a) Plan updated to install new concrete around new canopy.

3) DRAWING A101:

Delete drawing A101 and replace with revised drawing A101 dated 12-11-2024. Copy attached.

a) Drawings updated to show restroom trailers location. Contractor to coordinate with manufacturer.

4) DRAWING A102:

Delete drawing A102 and replace with revised drawing A102 dated 12-11-2024. Copy attached.

a) Drawings updated to show door tag at closet 229

b) Drawings updated to remove lockers

c) Standpipes were added at stair well to meet code. Refer to plumbing dwgs

d) Note added to waterjet cut logo

SAE A d d e n d u m N o . # 4 Page 3 of 5

5) DRAWING A103:

Delete drawing A103 and replace with revised drawings A103 dated 12-11-2024. Copy attached

a) RCP plan updated to show shear wall tags per legend

6) DRAWING A104:

Delete drawing A104 and replace with revised drawings A104 dated 12-11-2024. Copy attached

a) Note updated to call out roof screen manufacturer

7) DRAWING A105:

Delete drawing A105 and replace with revised drawings A105 dated 12-11-2024. Copy attached

a) RCP plan updated to show shear wall tags per legend

8) DRAWING A201:

Delete drawing A201 and replace with revised drawings A201 dated 12-11-2024. Copy attached

a) Material legend updated to show material tag MP-1 and call out steel railing.

9) DRAWING A302:

Delete drawing A302 and replace with revised drawings A302 dated 12-11-2024. Copy attached

a) Note updated to reflect correct specification

b) Site Signage added

10) DRAWING A401:

Delete drawing A401 and replace with revised drawings A401 dated 12-11-2024. Copy attached

a) Plan updated to remove lockers at officials

11) DRAWING A403:

Delete drawing A403 and replace with revised drawings A403 dated 12-11-2024. Copy attached.

a) Note updated to prep for resinous finish.

12) DRAWING A404:

Delete drawing A404 and replace with revised drawings A404 dated 12-11-2024. Copy attached.

a) Note updated to prep for resinous finish.

13) DRAWING A406:

Delete drawing A406 and replace with revised drawings A406 dated 12-11-2024. Copy attached.

a) Add supportive columns at new visitor’s canopy.

14) DRAWING A508:

Delete drawing A508 and replace with revised drawings A508 dated 12-11-2024. Copy attached

a) Notes updated to reflect correct specification

15) DRAWING A601:

Delete drawing A601 and replace with revised drawings A601 dated 12-11-2024. Copy attached.

a) Schedule updated to show door 105B & 229.

16) DRAWING A602:

Delete drawing A602 and replace with revised drawings A602 dated 12-11-2024. Copy attached.

a) Drawing updated to show door elevation type

17) DRAWING F101:

Delete drawing F101 and replace with revised drawing F101 dated 12-11-2024. Copy attached.

a) Added standpipe for fire protection.

18) DRAWING F102:

Delete drawing F102 and replace with revised drawing F102 dated 12-11-2024. Copy attached.

a) Added standpipe for fire protection.

19) DRAWING S107:

Delete drawing S107 and replace with revised drawings S107 dated 12-11-2024. Copy attached.

SAE A d d e n d u m N o . # 4 Page 4 of 5

a) Add supportive columns at new visitor’s canopy.

20) DRAWING S108:

Delete drawing S108 and replace with revised drawings S108 dated 12-11-2024. Copy attached.

a) Add supportive columns at new visitor’s canopy.

21) DRAWING S304:

Delete drawing S304 and replace with revised drawings S304 dated 12-11-2024. Copy attached.

a) Soffit referred to as Metal Panel with wood finish.

22) DRAWING U102:

Delete drawing U102 and replace with revised drawings U102 dated 12-11-2024. Copy attached.

a) Revised drawing to show new location of domestic water and san. waste lines for mobile locker rooms.

23) DRAWING E005:

Delete drawing E005 and replace with revised drawing E005 dated 12-11-2024. Copy attached.

a) Revised drawing to show electrical connections to toilet modular buildings.

24) DRAWING E602:

Delete drawing E602 and replace with revised drawing E602 dated 12-11-2024. Copy attached.

a) Revised riser diagram to show electrical connections to toilet modular buildings.

25) DRAWING E605:

Delete drawing E605 and replace with revised drawing E605 dated 12-11-2024. Copy attached.

a) Revised panel schedules for panel feeding modular buildings.

ATTACHMENTS:

Specifications Sections:

00 00 30 – Table of Contents 00 30 00 – Bid Form 00 45 00 – Representations & Certifications 01 21 00 – Allowances 04 72 00 – Cast Stone Masonry 08 33 13 – Coiling Counter Doors 08 71 00 – Door Hardware 09 65 19 – Resilient Tile Flooring 09 68 13 – Carpet Tile 11 31 00 – Residential Appliances 11 31 13 – Commercial Appliances 23 09 00 – Instrumentation And Control For HVAC

Others:

Asbestos report attached.

Revised Drawings:

C101 revised 12/11/2024 C102 revised 12/11/2024

A101 revised 12/11/2024 A102 revised 12/11/2024 A103 revised 12/11/2024 A104 revised 12/11/2024

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A105 revised 12/11/2024 A201 revised 12/11/2024 A302 revised 12/11/2024 A401 revised 12/11/2024 A403 revised 12/11/2024 A404 revised 12/11/2024 A406 revised 12/11/2024 A508 revised 12/11/2024 A601 revised 12/11/2024 A602 revised 12/11/2024

F101 revised 12/11/2024 F102 revised 12/11/2024

S107 revised 12/11/2024 S108 revised 12/11/2024 S304 revised 12/11/2024

U102 revised 12/11/2024

E005 revised 12/11/2024 E602 revised 12/11/2024 E605 revised 12/11/2024

END OF ADDENDUM #4

SAE TABLE OF CONTENTS 00 00 30 - 1

Table of Contents

SECTION

NUMBER TITLE

00 00 30 Table of Contents

SERIES 0- BIDDING REQUIREMENTS AND CONTRACT FORMS

00 03 00 Advertisement for Bids 00 10 00 Instructions to Bidders 00 30 00 Bid Form 00 30 10 SLBE Program-Required Documents 00 31 00 Bid Bond 00 45 00 Representations and Certifications 00 52 13 Agreement Form – Stipulated Sum 00 70 00 Standard Form of Fixed Price Construction Contract 00 80 00 Supplementary Conditions

DIVISION 1- GENERAL REQUIREMENTS

01 10 00 Summary 01 21 00 Allowances 01 22 00 Unit Prices 01 25 00 Substitution Procedures 01 26 00 Contract Modification Procedures 01 29 00 Payment Procedures 01 31 00 Project Management and Coordination 01 32 00 Construction Progress Documentation 01 33 00 Submittal Procedures 01 40 00 Quality Requirements 01 41 00 Structural Tests and Special Inspections 01 50 00 Temporary Facilities and Controls 01 56 39 Temporary Tree and Plant Protection 01 60 00 Product Requirements 01 73 00 Execution 01 77 00 Closeout Procedures 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents

DIVISION 2- EXISTING CONDITIONS

02 41 16 Structure Demolition 02 41 19 Selective Structure Demolition

DIVISION 3- CONCRETE

03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete

DIVISION 4- MASONRY

04 20 00 Unit Masonry 04 72 00 Cast Stone Masonry

DIVISION 5- METALS

05 12 00 Structural Steel Framing 05 21 00 Steel Joists Framing 05 31 00 Steel Decking 05 50 00 Metal Fabrications 05 51 00 Metal Stairs 05 52 13 Pipe & Tube Railings

DIVISION 6- WOOD, PLASTICS, AND COMPOSITES

06 10 53 Miscellaneous Rough Carpentry 06 41 13 Wood-Veneer Faced Cabinets

DIVISION 7- THERMAL AND MOISTURE PROTECTION

07 13 26 Self-Adhering Sheet Waterproofing 07 21 00 Thermal Insulation 07 24 13 Polymer-Based EIFS 07 42 13.23 Metal Composite Material Wall Panels 07 42 17 Metal Soffit Panels 07 54 23 Thermoplastic Polyolefin (TPO) Roofing 07 62 00 Sheet Metal Flashing and Trim 07 71 00 Roof Specialties

SAE TABLE OF CONTENTS 00 00 30 - 2

07 72 00 Roof Accessories 07 92 00 Joint Sealants 07 95 00 Expansion Control

DIVISION 8- OPENINGS

08 11 13 Hollow Metal Doors and Frames 08 14 16.04 Flush Wood Doors 08 31 13 Access Doors and Frames 08 33 13 Coiling Counter Doors 08 33 23 Overhead Coiling Doors 08 41 13 Aluminum Framed Entrances and Storefronts 08 71 00 Door Hardware 08 80 00 Glazing

DIVISION 9- FINISHES

09 21 16.23 Gypsum Board Shaft Wall Assemblies 09 22 16 Non-Structural Metal Framing 09 29 00 Gypsum Board 09 51 13 Acoustical Panel Ceilings 09 65 13 Resilient Wall Base and Accessories 09 65 19 Resilient Tile Flooring 09 67 23 Resinous Flooring 09 68 13 Tile Carpeting 09 91 14 Exterior Re-Painting 09 91 23 Interior Painting 09 91 24 Interior Re-Painting

DIVISION 10- SPECIALTIES

10 14 19 Dimensional Letter Signage 10 14 23 Panel Signs 10 21 13.17 Phenolic-Core Toilet Compartments 10 28 00 Toilet, Bath, and Laundry Accessories 10 44 16 Fire Extinguishers and Cabinets 10 51 13 Lockers 10 73 10 Walkway and Canopy Covers

DIVISION 11- EQUIPMENT

11 31 13 Commercial Appliances 11 40 00 Foodservice Equipment

DIVISION 12- FURNISHINGS

12 24 13 Roller Window Shades

DIVISION 13- SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14- CONVEYING EQUIPMENT

14 24 00 Hydraulic Elevators

DIVISION 21- FIRE SUPPRESSION

21 05 17 Sleeves and Sleeve Seals for Fire-Suppression Piping 21 05 18 Escutcheons for Fire-Suppression Piping 21 05 23 General-Duty Valves for Fire Protection Piping 21 05 53 Identification for Fire-Suppression Piping and Equipment 21 11 00 Facility Fire-Suppression Water-Service Piping 21 11 16 Facility Fire Hydrants 21 11 19 Fire Department Connections 21 13 13 Wet-Pipe Sprinkler Systems

DIVISION 22- PLUMBING

22 05 13 Common Motor Requirements for Plumbing Equipment 22 05 17 Sleeves and Sleeve Seals for Plumbing Piping 22 05 18 Escutcheons for Plumbing Piping 22 05 19 Meters and Gages for Plumbing Piping 22 05 23 General-Duty Valves for Plumbing Piping 22 05 29 Hangers and Supports for Plumbing Piping and Equipment 22 05 53 Identification for Plumbing Piping and Equipment 22 07 19 Plumbing Piping Insulation 22 11 13 Facility Water Distribution Piping 22 11 16 Domestic Water Piping 22 11 19 Domestic Water Piping Specialties

SAE TABLE OF CONTENTS 00 00 30 - 3

22 11 23 Domestic Water Pumps 22 13 13 Facility Sanitary Sewers 22 13 16 Sanitary Waste and Vent Piping 22 13 19 Sanitary Waste Piping Specialties 22 13 21 Miscellaneous Drain Piping 22 14 13 Facility Storm Drainage Piping 22 14 23 Storm Drainage Piping Specialties 22 14 29 Sump Pumps 22 32 00 Domestic Water Filtration Equipment 22 34 00 Fuel-Fired, Domestic-Water Heaters 22 42 13.13 Commercial Water Closets 22 42 13.16 Commercial Urinals 22 42 16.13 Commercial Lavatories 22 42 16.16 Commercial Sinks 22 42 23 Commercial Showers and Bathtubs 22 47 16 Pressure Water Coolers

DIVISION 23- HVAC

23 05 13 Common Motor Requirements For HVAC Equipment 23 05 17 Sleeves And Sleeve Seals For HVAC Piping 23 05 18 Escutcheons For HVAC Piping 23 05 29 Hangers And Supports For HVAC Piping And Equipment 23 05 48.13 Vibration Controls For HVAC 23 05 53 Identification For HVAC Piping And Equipment 23 05 93 Testing, Adjusting, And Balancing For HVAC 23 07 13 Duct Insulation 23 07 19 HVAC Piping Insulation 23 09 00 Instrumentation And Control For HVAC 23 11 23 Facility Natural-Gas Piping 23 23 00 Refrigerant Piping 23 31 13 Metal Ducts 23 33 00 Air Duct Accessories 23 34 23 HVAC Power Ventilators 23 37 13 Diffusers, Registers, And Grilles 23 41 00 Particulate Air Filtration 23 44 00 Air Purification Systems 23 74 33 Dedicated Outdoor Air Units 23 81 26 Split-System Air-Conditioners 23 81 29 Variable Refrigerant Flow Split Systems 23 82 39.19 Wall And Ceiling Unit Heaters 23 91 16 Mechanical Wall Louvers

DIVISION 26- ELECTRICAL

26 01 00 General Electrical Requirements 26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 44 Sleeves and Sleeve Seals for Electrical Raceways and Cabling 26 05 53 Identification for Electrical Systems 26 09 23 Lighting Control Devices 26 22 00 Low-Voltage Transformers 26 24 13 Switchboards 26 24 16 Panelboards 26 24 17 Existing Panelboard Modifications 26 27 26 Wiring Devices 26 28 13 Fuses 26 28 16 Enclosed Switches and Circuit Breakers 26 51 00 Interior Lighting

DIVISION 27- COMMUNICATIONS

27 01 00 General Requirements for Communications 27 05 26 Grounding and Bonding for Communications Systems 27 05 53 Identification for Communications Systems

SAE TABLE OF CONTENTS 00 00 30 - 4

27 10 00 Network & Structured Cabling System 27 41 16 Audio/Visual Systems 27 51 23.20 VOIP Paging System 27 51 29 Area of Rescue Assistance System 27 53 19 Emergency Responder Radio Coverage System

DIVISION 28- ELECTRONIC SAFETY & SECURITY

28 13 00 Access Control 28 16 00 Intrusion Detection 28 23 00 IP Network Video Surveillance 28 47 00 Addressable Fire-Alarm and Mass-Notification Systems

DIVISION 31- SITE CONSTRUCTION

31 10 00 Site Clearing 31 10 23 Erosion, Sedimentation, and Pollution Control < 1 ac 31 20 00 Earth Moving 31 31 16 Termite Control

DIVISION 32- EXTERIOR IMPROVEMENTS

32 12 16 Asphalt Paving 32 13 13 Concrete Paving 32 13 73 Concrete Paving Joint Sealants 32 17 23 Pavement Markings 32 17 26 Tactile Warning Tiles 32 31 13 Chain Link Fences and Gates 32 31 19 Decorative Metal Fences and Gates 32 92 00 Turf and Grasses

DIVISION 33- UTILITIES

33 41 00 Storm Utility Drainage Piping 33 46 00 Subdrainage

APPENDICES

Appendix I Schedule of Material Finishes

Renovations to Tara Stadium - Clayton County Schools BID FORM Southern A&E, Architects & Engineers

1287.02 page 00 4113-1 Bid Form (07.2008)

SECTION 00 4113 - BID FORM

Clayton County Board of Education 1058 Fifth Avenue Jonesboro, Georgia 30236

Re: Project No. - 2025002

Renovations to Tara Stadium - Clayton County Schools

Ladies and Gentlemen:

In compliance with your Advertisement for Bids and the Bidding Documents, the undersigned Bidder, [legal name of Bidder]

[address of Bidder]

[telephone number of Bidder] having carefully examined the site and Bidding Documents, including the proposed contract documents and any Addenda thereto, for the Project, proposes and agrees, if this bid is accepted, to enter into a contract with the Owner in the exact form provided in the Bidding Documents and to perform the Work including all services, supervision, labor, equipment and material in conformance with the contract documents, in the time stated therein, for the lump sum of:

_______________________________________________________________________ dollars [written in words] ($______________________________), which sum shall constitute the Base Bid.

The following unit prices are provided in accordance with Specification Section 01 2200 -Unit Prices. The undersigned agrees that the following unit prices shall be used in determining the quantity allowances indicated in Specification Section 00 2100 - Allowances and are included in the Base Bid. The undersigned further agrees that these unit prices shall be used in determining changes to the Contract Price due to changes in quantities of this work, if any, authorized by Change Order, subject to any equitable adjustment to the unit prices in the event of a material change in quantity as set forth in the Contract Documents.

A. In submitting this bid I further agree to the following unit prices for the work indicated:

1. To excavate alluvial deposits, waste off-site and replace with suitable compacted fill obtained off-site for the unit price of ($________) per cubic yard.

1287.02 page 00 4113-2

2. To excavate mass rock, waste off-site and replace with suitable compacted fill obtained off-site for the unit price of ($________) per cubic yard.

3. To excavate trench rock, waste off-site and replace with suitable compacted fill obtained off-site for the unit price of ($________) per cubic yard.

4. To perform rock boring as required for utility installation for the unit price of

($_______) per linear foot.

5. To provide and install additional Type C silt fence for the unit price of

($________) per linear foot.

6. To provide and install additional erosion control matting as specified for the unit price of ($________) per square yard.

7. To provide and install straw mulching for the unit price of ($________) per square foot.

8. To provide and install additional temporary grassing as specified for the unit price of ($________) per square foot.

9. To provide and install additional permanent grassing as specified for the unit price of ($________) per square foot.

10. To provide and install additional Tifway 419 sod as specified for the unit price of ($________) per square foot.

11. To provide and install additional two (2) foot high by eight (8) foot long check dam with two (2) inch to ten (10) inch stone for the unit price of ($_______) each.

12. To provide and install additional staked, hay bale check dam for the unit price of ($________) per bale.

13. To provide and machine place additional rip-rap for the unit price of

($_______) per ton.

14. To provide and install additional Sd2-F inlet sediment trap, fabric-wire backed with support frame for the unit price of ($________) each.

15. To provide and install additional Sd2 block and gravel inlet sediment trap for the unit price of ($________) each.

16. To provide and install additional “Silt Saver”, or equal, inlet sediment trap for the unit price of ($________) each.

17. To provide and install additional polyacrylamide gel blocks as specified for the unit price of ($________) each.

1287.02 page 00 4113-3

18. To provide and install additional concrete walk as detailed on the drawings for the unit price of ($________) per square foot.

19. To provide and install additional 6 feet tall chain link fence as specified for the unit price of ($________) linear foot.

(Quantities shown shall be included in the Base Bid as an Allowance)

Quantity Allowances Unit

Price Allowance

Quantity Allowance

Amount 1 Allowance No.1: Include in the base bid 75

cu. yd. of unsuitable soil excavation and disposal off-site and replace with suitable compacted fill material from off-site, as specified in Section 31 20 00 “Earth Moving”

$ x 75 CY =

Allowance No.2: Include in the base bid 10

cu. yd. of mass rock removal and disposal off-site and replace with suitable compacted fill material from off-site, as specified in Section 31 20 00 “Earth Moving”.

$ x 10 CY =

Allowance No. 3: Include in the base bid 75 cu. yd. of trench rock removal and disposal off-site and replace with suitable compacted fill material from off-site, as specified in Section 31 20 00 “Earth Moving”

$ x 75 CY =

Lump Sum Allowances

4 Allowance No.4: Include the lump–sum cost for providing for providing the “Installation Phase

– Scope of Work” of the Emergency Responder Radio Coverage System “Emergency Responder Radio Coverage Systems.”

TBD by Contractor

5 Allowance No. 5: Include the lump-sum cost of 90,000.00 for electric utility co temporary installation and relocation costs.

$90,000.00

$ 200,000.00

6 Allowance No. 6: Owner's Contingency:

Allowance No. 7:Material And Labor for installation of additional stormwater related devices

$ 100,000.00

TOTAL ALLOWANCES

390,000.00 + Allowance No. 4

1287.02 page 00 4113-4

In submitting this Bid, Bidder represents that it has examined the site and locality where the work is to be performed, the legal requirements (Federal, State, and local laws, ordinances, rules and regulations) and the conditions affecting cost, progress, or performance of the work and has made such independent investigations as Bidder deems necessary. The Bid is based on beginning work on site "as-is".

The undersigned Bidder agrees that if it is notified in writing by mail, telegraph, facsimile or hand-delivery of the acceptance of this proposal, via Notice of Award or otherwise, within sixty (60) days after the date of the Bid opening, the undersigned Bidder will execute, within five (5) days of the date of the notice, a contract for the Work in accordance with the Bidding Documents in the exact form provided therein for the amount stated above, and at that time will furnish and deliver to the Owner a satisfactory Performance Bond and a satisfactory Payment Bond, both on the exact forms provided in the Bidding Documents and each in an amount equal to one hundred percent (100%) of the Contract Price. The Bidder further agrees to furnish other documents or information as required by the Bidding Documents in accordance therewith.

Enclosed herewith is a fully executed Bid Bond in the exact form required by the Bidding Documents in the amount of not less than five percent (5%) of the Base Bid. The undersigned agrees that the above stated amount is the proper measure of liquidated damages that the Owner will sustain by the failure of the undersigned to execute the Contract and to furnish the Performance Bond and Payment Bond in case this Bid is accepted.

The undersigned Bidder agrees to commence actual physical work on the site with adequate forces and equipment not later than fourteen (14) calendar days of the effective date of the Notice to Proceed to be issued by the Owner, and to complete all of the Work within the time provided in the proposed contract documents.

The undersigned Bidder hereby acknowledges receipt of the following Addenda [insert the number and date of each Addendum; if none, insert "None"]:

The undersigned Bidder is duly organized and existing under the laws of the State of __________________________ as a:

(1) ___ Sole Proprietorship;

(2) ___ Partnership;

(3) ___ Corporation;

(4) ___ Limited Liability Company; or

(5) ___ Other legal entity (specify) _____________________.

The Bidder’s FEI number, or Social Security number if the Bidder is an individual, is as follows: _________________________________.

In accordance with the Bidding Documents, the following are attached hereto or enclosed herewith:

(1) Original and one (1) duplicate of this Bid, appropriately marked;

(2) Bid Bond;

(3) Subcontractor Listing;

1287.02 page 00 4113-5

(4) Corporate Certificate, Partnership Certificate or Entity Certificate (as applicable); and

(5) Bidder’s and Individuals’ Affidavit of Noncollusion.

The Bidder understands that the Owner reserves the right to reject any or all Bids, and to waive informalities and technicalities in the bidding.

The Bidder understands that all anticipated federal, state and local permits required for the Project have not been obtained. If any permits have not been obtained, the Bidder understands that the Owner’s anticipated date for obtaining all of the required permits is on or before January 21st, 2025.

The Bidder understands that all rights of way and easements anticipated for the Project have not been obtained. If any rights of way or easements have not been obtained, the Bidder understands that the Owner’s anticipated date for obtaining all of the required rights of way or easements is on or before January 21st, 2025.

The Bidder agrees that this Bid may not be revoked or withdrawn for a period of sixty

(60) days after the date and time of Bid opening, but shall remain open for acceptance for a period of sixty (60) days following Bid opening, excepting only as otherwise expressly provided by applicable law.

By submission of this Bid, the Bidder certifies that this Bid has been derived independently, without consultation, communication or agreement as to any matter relating to this Bid with any other Bidder or with any competitor of Bidder. The Bidder hereby certifies that this Bid is made without prior understanding, agreement or connection with any corporation, firm, entity or person submitting a bid for the same Work and is in all respects fair and without collusion or fraud. The Bidder understands that collusive bidding is a violation of state and federal law and can result in fines, prison sentences, and civil damage awards. The Bidder agrees to abide by all conditions of the Bid and all applicable laws.

By signing this Bid on behalf of Bidder, the individual signatory below represents and warrants that he or she, acting alone, has full power and authority to sign on behalf of Bidder and to fully bind Bidder to the terms and conditions of this Bid and the proposed contract documents.

The full names, titles and addresses of persons and firms interested in the foregoing Bid as principals are as follows:

NAME TITLE ADDRESS

Respectfully submitted, [typed name of Bidder]

By: __________________________________[seal] [signature]

[typed name and title]

1287.02 page 00 4113-6

[address of Bidder]

[business telephone number]

[date of execution]

1287.02 page 00 4113-7

STATE OF _______________________

COUNTY OF _____________________

Came before me, ________________________________________, and after being [typed name of individual signing Bid] duly sworn, deposes and says that he/she is _____________________________________ of

[title]

________________________________ and that all of the foregoing is true and correct to the

[Bidder] best of his/her information and belief.

[signature of individual signing Bid]

Subscribed and sworn to before me this ___ day of ______________, 2024.

(seal)

Notary Public

My Commission Expires:

END OF SECTION 00 4113

1287.02 page 00 4113-8

REPRESENTATIONS

Renovations to Tara Stadium - Clayton County Schools AND CERTIFICATIONS

1287.02 page 00 4500-1 (01.2006)

SECTION 00 4500 - REPRESENTATIONS AND CERTIFICATIONS

A. The following shall be submitted as required in other sections of the Project Manual:

1. Subcontractor Listing, dated 01.2006, page 1 only, a copy of which is attached.

2. Corporate Certificate, dated 01.2006, page 1 only, a copy of which is attached.

3. Partnership Certificate, dated 01.2006, page 1 only, a copy of which is attached.

4. Entity Certificate, dated 01.2006, page 1 only, a copy of which is attached.

5. Bidders and Individuals’ Affidavit of Noncollusion, dated 01.2006, pages 1 through 2, a copy of which is attached.

END OF SECTION 00 4500

REPRESENTATIONS

Renovations to Tara Stadium - Clayton County Schools AND CERTIFICATIONS

1287.02 page 00 4500-2 (01.2006)

Subcontractor Listing (01.2015)

SUBCONTRACTOR LISTING

TO: CLAYTON COUNTY BOARD OF EDUCATION Project No. _________________ hereinafter called “Owner”

Pursuant to bidding requirements for the Project known as the undersigned proposes to use the following subcontractors for principal portions of the Project:

PORTION OF THE WORK

SUBCONTRACTOR NAME

CONTACT PERSON

ADDRESS

TELEPHONE NUMBER

Use Additional Sheets If Necessary

Provide Signature Identical To That BIDDER: _____________________________________ Shown On The Bid Form [typed proper name of Bidder]

By: ______________________________________ [signature]

[name and title]

Corporate Certificate (01.2015)

CORPORATE CERTIFICATE

STATE OF _______________________

COUNTY OF _____________________

I, ________________________________, certify that I am the Secretary of the corporation named as Bidder in the foregoing bid; that _____________________________________ who signed said bid in behalf of the Bidder was then _______________________ of said corporation;

that said bid was duly signed for and in behalf of said corporation by authority of its Board of

Directors, and is within the scope of its corporate powers; and that said corporation is organized under the laws of the State or Commonwealth of ____________________.

[signature]

[typed name]

Subscribed and sworn to before me this ___ day of _______________, 20__.

(SEAL)

Notary Public

Partnership Certificate (01.2015)

PARTNERSHIP CERTIFICATE

STATE OF __________________________

COUNTY OF ________________________

On this ____ day of ______________, 20______, personally appeared

_____________________________, who executed the foregoing bid, and being first duly sworn, deposes and says that he or she is a general partner in the firm of

_____________________________ and that said firm consists of himself or herself and

____________________________________________ and that he or she executed the foregoing bid on behalf of said firm for the uses and purposes stated therein, and that no one except the above named members of the firm have any financial interest whatsoever in the proposed contract bid upon.

[Affiant’s Signature]

[Partner Signature] [Partner Signature]

[Partner Signature] [Partner Signature]

Subscribed and sworn to before me this ___ day of _______________, 20__.

(seal)

Notary Public

My Commission Expires:

NOTE: If only one partner signs, a Power of Attorney executed by all other partners authorizing him or her to act in the name of the partnership must be attached; otherwise, all partners must sign.

Entity Certificate (01.2015)

ENTITY CERTIFICATE

STATE OF _______________________

COUNTY OF _____________________

I, ________________________________, certify that I am the Secretary of the entity named as Bidder in the foregoing bid; that _____________________________________ who signed said bid in behalf of the Bidder was then _______________________ of said entity; that said bid was duly signed for and in behalf of said entity by due authority, and is within the scope of its legal powers; and that said entity is a ________________________ organized under the laws of the State or Commonwealth of ____________________.

[signature]

[typed name]

Subscribed and sworn to before me this ___ day of _______________, 20__.

(SEAL)

Notary Public

AffidavitOfNoncollusion.Bidder.(01.2015)

BIDDER’S and INDIVIDUALS’ AFFIDAVIT OF NONCOLLUSION (This affidavit to be executed in accordance with O.C.G.A. § 36-91-21(e))

STATE OF ______________________

COUNTY OF ____________________

COMES NOW, _________________________________________________________(“Bidder”), [name of Bidder] appearing by and through __________________________________ , it’s _________________________ [insert name of individual with [title] authority to bind Bidder]

(averring both individually and in his or her representative capacity on behalf of Bidder) (the “Individual And

Representative Affiant”), and _____________________________________________________________ [in these blanks insert the names of all those required to give the oath under O.C.G.A. § 36-91-21(e)]

(collectively, the “Individual Affiants”), and each of the Individual And Representative Affiant and the Individual

Affiants, after first being duly sworn, deposes and says that:

1. He, she or it, as applicable, has not directly or indirectly violated subsection (d) of the Official Code of Georgia Annotated Section 36-91-21, which subsection provides as follows:

(d) Whenever a public works construction contract for any governmental entity subject to the requirements of this chapter is to be let out by competitive sealed bid or proposal, no person, by himself or herself or otherwise, shall prevent or attempt to prevent competition in such bidding or proposals by any means whatever. No person who desires to procure such work for himself or herself or for another shall prevent or endeavor to prevent anyone from making a bid or proposal therefor by any means whatever, nor shall such person so desiring the work cause or induce another to withdraw a bid or proposal for the work.

2. If the Bidder is a partnership, then the Individual And Representative Affiant, together with the

Individual Affiants, constitute all of the partners and any officer, agent or other person who may have

AffidavitOfNoncollusion.Bidder.(01.2015) 2 represented or acted for them in bidding for or procuring the contract for the Clayton County Board of

Education Project No. ________________ for ______________________________________________

(the “Project”).

3. If the Bidder is a corporation or other entity, then the Individual And Representative Affiant, together with the Individual Affiants, constitute all officers, agents, or other persons who may have acted for or represented the corporation or other entity in bidding for or procuring the contract for the Project.

Further, the Individual And Representative Affiant and the Individual Affiants sayeth not.

This _______ day of _______________, 20__

[insert name of Bidder] and ___________________________________________ [insert name of Individual And Representative Affiant]

By: ___________________________________, both individually and on behalf of Bidder as its [signature]

[insert title]

Individual Affiants’ signatures and names:

x_____________________________________ x____________________________________ Name: Name:

x_____________________________________ x____________________________________ Name: Name:

x_____________________________________ x____________________________________ Name: Name:

x_____________________________________ x____________________________________ Name: Name:

x_____________________________________ x____________________________________ Name: Name:

x_____________________________________ x____________________________________ Name: Name:

Sworn to and subscribed before me this ___ day of _______________, 20____.

Notary Public: _____________________ My commission expires: __/__/__.

(SEAL)

Renovations to Tara Stadium - Clayton County Schools ALLOWANCES Southern A&E, Architects & Engineer

1287.02 page 01 2100-1 Allowances (01.2006)

SECTION 01 2100 - ALLOWANCES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements governing allowances.

1. Certain items are specified in the Contract Documents by allowances.

Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when additional information is available for evaluation. If necessary, additional requirements will be issued by Change Order.

B. Types of allowances include the following:

1. Lump-sum allowances.

2. Quantity allowances.

C. Related Sections include the following:

1. Division 1 Section "Contract Modification Procedures" for procedures for submitting and handling Change Orders for allowances.

2. Division 1 Section "Unit Prices" for procedures for using unit prices.

3. Other Sections for items of Work covered by allowances.

1.2 DEFINITIONS

A. Suitable soil/materials are soils or materials defined as satisfactory or approved backfill and fill materials or granular fill acceptable to the civil engineer of record for the Project.

B. Unsuitable soil/materials are soils or materials defined as unsatisfactory and/or that are not suitable or appropriate for their intended use as determined by the geotechnical testing agency for the Project or the civil engineer of record for the Project.

1.3 SELECTION AND PURCHASE

A. At the earliest practical date after award of the Contract, advise Architect of the date when final selection and purchase of each product or system described by an allowance must be completed to avoid delaying the Work.

B. At Architect's request, obtain proposals for each allowance for use in making final selections. Include recommendations that are relevant to performing the Work.

C. Purchase products and systems selected by Architect from the designated supplier.

ALLOWANCES Renovations to Tara Stadium - Clayton County Schools page 01 2100-2 1287.02

1.4 SUBMITTALS

A. Submit proposals for purchase of products or systems included in allowances, in the form specified for Change Orders.

B. Submit invoices or delivery slips to show actual quantities of materials delivered to or removed from the site for use in fulfillment of each allowance.

C. Coordinate and process submittals for allowance items in same manner as for other portions of the Work.

1.5 COORDINATION

A. Coordinate allowance items with other portions of the Work.

1.6 ALLOWANCES, GENERAL

A. Owner reserves the right to use unused portions of Allowances for other Work required by the Project.

1. The Owner or Architect shall direct the Contractor as to the use of any unused Allowances.

1.7 LUMP-SUM ALLOWANCES

A. Line items for each lump sum allowance scheduled shall be included on the

“Schedule of Values” included with the Application for Payment.

B. Lump sum allowances shall include cost to Contractor of specific products and materials provided by Contractor under lump sum allowance and shall include any applicable taxes, freight, and delivery to Project site.

C. Contractor’s costs for receiving and handling at Project site, labor, installation, overhead and profit, and all other costs and compensation (excepting only those costs set forth in the immediately preceding subparagraph) related to products and materials provided by Contractor under lump sum allowance shall be included as part of the Contract Price but not part of the lump sum allowance.

D. At project closeout, credit all unused allowances remaining in the Schedule of Values to Owner by Change Order.

1.8 QUANTITY ALLOWANCES

A. Use quantity allowances as scheduled in this section in conjunction with unit prices as scheduled in Specification Section Unit Prices to determine line item values associated with the quantity allowances schedule.

B. Line items for each quantity allowance scheduled shall be included on the “Schedule of Values” included with application for payments.

C. Quantity allowance values shall include all costs, overhead and profit associated with such quantity allowance item, including without limitation all labor,

1287.02 page 01 2100-3 material, delivery, installation, insurance, taxes, and all other costs and compensation for such quantity allowance item.

D. The same unit price as scheduled in Specification Section - Unit Prices shall be used in determining changes to the Contract Price due to changes in quantities of unit price work, if any, authorized by Change Order, subject to any equitable adjustment to the unit prices in the event of a material change in quantity as set forth in the Contract.

E. At project closeout, credit all unused allowances remaining in the Schedule of Values to Owner by change order.

PART 2 - PRODUCTS (not used)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement.

B. If unsuitable soils or rock are encountered during the Project, notify the geotechnical testing agency for the Project and the civil engineer of record for the Project immediately.

3.2 PREPARATION

A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.

3.3 UNSUITABLE SOILS AND ROCK

A. Removal, disposal and placement of unsuitable soils materials and any rock shall be at the recommendation of the geotechnical testing agency for the Project and as approved by the civil engineer of record for the Project.

1. Remove shall include removal by acceptable methods and equipment of the minimum quantities deemed necessary by the geotechnical testing agency for the Project and the civil engineer of record for the Project.

2. Disposal shall include disposal of materials either on site or off site as indicated. Disposal of materials on site shall be at the direction of the civil engineer of record for the Project. Rock materials disposed of on site shall be placed in fill slopes as directed by the civil engineer of record for the Project. Disposal of materials off site shall be in accordance with applicable laws and regulations. It shall be the Contractor’s responsibility to dispose of off site materials accordingly.

3. Place shall include obtaining suitable backfill and or fill materials or stone obtained from on-site or off-site sources as indicated and placing materials and compacting to Project requirements. Materials obtained page 01 2100-4 1287.02 from on-site sources shall be obtained from on site locations as directed by the civil engineer of record for the Project.

4. No allowances shall be paid unless all quantities are qualified, quantified and approved by the geotechnical testing agency for the Project and the civil engineer of record for the Project.

3.4 TEMPORARY VEGETATIVE COVER

A. Installation of temporary vegetative cover, temporary mulch, or both, shall be at the direction of the Architect.

B. Vegetative cover shall include acceptable seeding products for temporary vegetation.

1. Installation of temporary vegetative cover shall include seeding, fertilizer, lime and mulch as required by Contract Documents for temporary vegetative cover.

2. The quantity of temporary vegetative cover approved shall be based on no bare spots larger than one square foot, bare spots are scattered and the total bare area does not comprise more than 1/100th of any given area.

3. Areas that fail to obtain satisfactory growth and coverage shall be regrassed, at no additional cost to the Owner until a satisfactory stand of grass is established.

4. No allowance shall be paid unless the quantities are approved by the Architect.

3.5 REMOVAL & RELOCATION OF EXISTING UTILITIES

A. Removal or relocation of utilities shall be coordinated by the Contractor.

3.6 SCHEDULE OF ALLOWANCES

A. Allowance No. 1: Quantity Allowance: Include in the base bid 75 cu. yd. of unsuitable soil excavation and disposal off-site and replace with suitable compacted fill material from off-site, as specified in Section 31 20 00 “Earth Moving”.

1. Base this quantity allowance on the unit price provided on the Bid Form and as defined in Section 01 22 00 “Unit Prices”.

2. In the event additional unsuitable material must be removed and replaced, the

Contractor/Construction Manager will be reimbursed by change order based on the unit price provided on the Bid Form.

3. For this allowance, Contractor’s/Construction Manager’s and subcontractor’s costs for overhead and profit are included in the allowance amount.

B. Allowance No. 2: Quantity Allowance: Include in the base bid 10 cu. yd. of mass rock removal and disposal off-site and replace with suitable compacted fill material from off-site, as specified in Section 31 20 00 “Earth Moving”.

1. Base this quantity allowance on the unit price provided on the Bid Form and as defined in Section 01 22 00 “Unit Prices”.

2. In the event additional mass rock must be removed and replaced, the

Contractor/Construction Manager will be reimbursed by change order based on the unit price provided on the Bid Form.

3. For this allowance, Contractor’s/Construction Manager’s and subcontractor’s costs for overhead and profit are included in the allowance amount.

1287.02 page 01 2100-5

C. Allowance No. 3: Quantity Allowance: Include in the base bid 75 cu. yd. of trench rock removal and disposal off-site and replace with suitable compacted fill material from off-site, as specified in Section 31 20 00 “Earth Moving”.

1. Base this quantity allowance on the unit price provided on the Bid Form and as defined in Section 01 22 00 “Unit Prices”.

2. In the event additional trench rock must be removed and replaced, the

Contractor/Construction Manager will be reimbursed by change order based on the unit price provided on the Bid Form.

3. For this allowance, Contractor’s/Construction Manager’s and subcontractor’s costs for overhead and profit are included in the allowance amount.

D. Allowance No. 4: Lump-Sum Allowance: Include the lump-sum cost for providing the “Installation Phase – Scope of Work” of the Emergency Responder Radio Coverage System as specified in Section 27 53 19 – “Emergency Responder Radio Coverage Systems.” The amount of this allowance shall be determined by the Contractor, and the amount should match the cost for the “Installation Phase” disclosed on the Bid Form. No additional cost to the Owner will be included by change order during construction to meet the requirements specified.

1. For this allowance material cost, receiving, handling, installation, and

Contractor’s/Construction Manager’s and subcontractor’s costs for overhead and profit and general conditions are included in the allowance.

E. Allowance No. 5: Lump-Sum Allowance: Include the lump-sum cost of $90,000.00 for electric utility co temporary installation and relocation costs. This sum will be paid by the Contractor to Georgia Power. For this allowance, the Contractor’s and subcontractor’s costs for overhead and profit and general conditions shall be included in the base bid.

F. Allowance No. 6: Owner’s contingency Allowance: Include the lump-sum cost of $200,000 for Owner’s contingency

G. Allowance No. 7: Lump-Sum Allowance: Include the lump-sum allowance the amount of $100,000 for materials and labor for the installation of additional stormwater related devices for water quality, infiltration, and runoff reduction. For this allowance, material cost, receiving, handling, and installation and Contractor’s/Construction Manager’s and subcontractor’s costs for overhead and profit and general conditions are included in the allowance

END OF SECTION 01 2100

page 01 2100-6 1287.02

SAE CAST STONE MASONRY 04 72 00 - 1

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes Cast Stone Trim and Components Including:

1. Copings and caps.

2. Column base, covers and capitals.

B. Related Sections:

1. Section 04 20 00 "Unit Masonry" for installing cast stone units in unit masonry.

1.3 ACTION SUBMITTALS

A. Product Data for Stock Units: For each type of product indicated include construction details, material descriptions, dimensions of individual components and profiles, and finishes.

B. Shop Drawings for Custom Made Units: Show fabrication and installation details including dimensions, details of reinforcement and anchorages and indication of finished faces.

1. Include building elevations showing layout of units and locations of joints and anchors.

C. Samples: For each color and texture of cast stone required, 10 inches (250 mm) square in size.

1. Colored joint sealant: Manufacturer’s standard color chart showing full range of colors.

2. Sample submittals are required before preparation of Architect’s Exterior Color Schedule.

1.4 QUALITY ASSURANCE

A. Manufacturer Qualifications: A qualified manufacturer of cast stone units similar to those indicated for this

Project, that has sufficient production capacity to manufacture required units, and is a plant certified by the Cast Stone Institute.

B. Source Limitations for Cast Stone: Obtain cast stone units through single source from single manufacturer.

C. Mockups: Furnish cast stone for installation in mockups where mockups are specified in Section 04 20 00 "Unit

Masonry."

1.5 DELIVERY, STORAGE, AND HANDLING

A. Coordinate delivery of cast stone with unit masonry work to avoid delaying the Work.

B. Pack, handle, and ship cast stone units in suitable packs or pallets.

1. Lift with wide-belt slings; do not use wire rope or ropes that might cause staining.