ITB_48400_RWPROPMGMT000549_P.pdf

ITB-48400-RWPROPMGMT000549

PI#: 0006253

County: Putnam/Greene

Revised 10/14/2022 1

Georgia Department of Transportation

Invitation to Bid

To Provide

Demolition, UST and Removal Services

Bids Due: September 24, 2025 by 2:00PM EST

One Georgia Center

600 West Peachtree Street, NW Atlanta, Georgia 30308

Revised 10/14/2022 2

I. INTRODUCTION:

A. Overview

The Georgia Department of Transportation (GDOT), is soliciting bids from qualified firm(s) to provide Demolition of Improvements, Structures, or other Encumbrances in the Right Of Way and/or Easement Areas.

This solicitation seeks to identify potential firms to provide Demolition of Improvements, Structures, or other Encumbrances in the Right Of Way and/or Easement Areas for the Scope of Services for the project /contract identified in Exhibit I. All respondents to this solicitation are subject to instructions communicated in this document, and are cautioned to completely review the entire solicitation and follow instructions carefully.

GDOT reserves the right to reject any or all bids and to waive technicalities and informalities at the discretion of GDOT.

B. IMPORTANT- A RESTRICTION OF COMMUNICATION IS IN EFFECT FOR THIS PROJECT.

From the advertisement date of this solicitation until successful respondents are selected and the award is made official and announced, firms are not allowed to communicate about this solicitation or scope with any staff of GDOT including the Commissioner and GDOT Board Members, except for the submission of questions as instructed in the solicitation, or with the contact designated in Invitation to Bid, Section V.B., or as provided by any existing work agreement(s). For violation of this provision, GDOT reserves the right to reject the submittal of the offending respondent.

C. Prohibition Against Collusive Bidding

Respondent shall not submit a bid that was made with a prior understanding agreement or connection with any corporation, firm, or individual submitting proposals for the same project. The Respondent shall submit a bid that is fair and made without collusion of fraud. Collusive bidding is a violation of Georgia and Federal Law and such bidding can result in fines, prison sentences, and civil damage awards.

D. Certification

This solicitation is being conducted by the Georgia Department of Transportation under its authority to procure services ancillary to the construction and maintenance of a public road (as defined in O.C.O.G.A 32-1-3 (24) as provided for in O.C.G.A 32-2-61 (c) and (d) (1) (D).

E. Conflict of Interest

The Contractor agrees that all work done as part of the awarded Agreement will comply fully with the provisions of Section 45-10-20 through 45-10-28 of the Official Code of Georgia Annotated relating to Conflicts of Interest when trading with State of Georgia employees and officials .

F. Americans with Disabilities Act Guidelines

The State of Georgia adheres to the guidelines set forth in the Americans with Disabilities Act. Suppliers should contact the Issuing Officer at least one day in advance if they require special arrangements when attending the Bidders/Offerors’ Conference (if any). The Georgia Relay Center at 1-800-255-0056 (TDD Only) or 1-800-255- 0135 (Voice) will relay messages, in strict confidence, for the speech and hearing impaired.

G. Drug-Free Workplace

GDOT, as policy, operates all facilities as a drug-free workplace, and requires that the labor force of the Bidder be drug-free. The Drug-Free Workplace Certification is attached as EXHIBIT II.

Revised 10/14/2022 3

If the Bidder is an individual, he or she hereby certifies that he or she will not engage in the unlawful manufacture, sale, distribution, dispensation, possession, or use of a controlled substance or marijuana during the performance of any contract resulting from this Invitation to Bid.

If the Bidder is an entity other than an individual, it hereby certifies that:

A drug-free workplace will be provided for the Bidder’s employees during the performance of any contract resulting from this Invitation to Bid; and

It will secure from any subcontractor hired to work in a drug-free workplace the following written certification:

"As a part of the subcontracting agreement with (contractor's name, subcontractor's name) certifies to the contractor that a drug-free workplace will be provided for the subcontractor's employees during the performance of this contract pursuant to paragraph 7 of subsection B of Code Section 50-24-3."

The Bidder hereby acknowledges this requirement, and asserts that the organization of the Bidder adheres to such policy and practice. The Bidder acknowledges that it may be required to produce certificates affirming its compliance of these requirements of drug-free workplace for duration of agreement term, at execution, or at any time during the term of the agreement.

The Bidder may be suspended, terminated, or debarred if it is determined that:

1. The Bidder has made false certification hereinabove; or

2. The Bidder has violated such certification by failure to carry out the requirements of Official Code of

Georgia Section 50-24.

H. Small and Minority Business Enterprise

It is the policy of the State of Georgia that small businesses, female-owned businesses and minority businesses have a fair and equal opportunity to participate in the State purchasing process. Therefore, the Department encourages all small businesses, female-owned businesses and minority-owned businesses to compete for contracts to provide services, and encourages consultant to solicit female-owned businesses and minority-owned businesses in procuring sub-providers and suppliers. This desire on the part of the Department is not intended to restrict or limit competitive bidding or to increase the cost of the work. The Department supports a healthy free market system that seeks to include responsible businesses and provides ample opportunity for business growth and development. Consultants and sub-providers who utilize qualified minority sub-providers may qualify for a Georgia state income tax credits for qualified payments made to minority sub-providers. See Official Code of Georgia Annotated (O.C.G.A.) O.C.G.A. Section 48-7-38.

The Georgia Department of Transportation has adopted a 15% overall annual goal for DBE participation on all projects. This goal is not to be considered as a fixed quota, set aside or preference. The DBE goal can be met by prime contracting, sub-contracting, joint venture or mentor/ protégé relationship.

For more information on the GDOT DBE Program please contact:

Equal Opportunity Division

One Georgia Center, Floor 7 600 West Peachtree NW Atlanta, Georgia 30308 Phone: (404) 631-1972

I. Project Requirements and Scope of Services

Under the terms of the resulting contract, the selected contractor will provide services for the GDOT Project identified. The anticipated scope of work for the project/contract is included in Exhibit I. Compliance with all pertinent regulations (State/Federal/Local/Industry) is required. It is the responsibility of the respondent to obtain knowledge of rules and regulations relevant to the Scope of Work identified herein.

Revised 10/14/2022 4

J. Contract Term and Type

GDOT anticipates one (1) award to one (1) firm, for the project/contract identified. GDOT will issue a purchase order contract to the lowest, responsive, and responsible bidding firm. The purchase order will serve as the official Notice to Proceed. It is GDOT’s intention that the contract will remain in effect for thirty (30) days unless modified in writing by GDOT with a purchase change order.

II. Selection Information

A. Selection Process

Once the deadline for bids has passed, all bids will be opened and reviewed to determine all mandatory requirements have been addressed correctly. All bids which are identified as correctly addressing all mandatory requirements will be reviewed and the total amount of the bid will be evaluated. The award will be made to the bid deemed to be the lowest responsive and responsible bid.

B. Cost/Pricing

In the event of discrepancy(ies) between any unit prices and total bid prices, unit pricing shall prevail and total bid price shall be adjusted to reflect the sum total of all unit prices.

C. Bonding Requirements

The winning firm will be notified in writing via email and must provide the required Performance and Payment Bond within five (5) business days of receiving the Notice of Award (NOA). The Performance and Payment Bond shall be provided to the Department in the amount of 100 percent (%) of the total bid price, utilizing the Department’s form, GDOT Form-SP404, Performance and Payment Bonds, effectively securing the Contractor’s obligations to perform the Services hereunder and to ensure that payments owed to subcontractors approved by the Department are made with respect to performance of portions of the services. If the Contractor does not provide the required Performance and Payment Bond form by the deadline, the Contractor may be deemed “non-responsive” and the Department may rescind the award and purchaser order. At that point, the next lowest bidder will be notified via e-mail of the Department’s intent to accept the next lowest bid and the five (10) business day requirement to provide the Performance and Payment Bond will be upheld.

D. Insurance Coverage Requirements

The winning firm will be required to provide a Certificate of Insurance from insurers rated at least A- by A. M.

Best’s and registered to do business in the State of Georgia. The Contractor shall provide the following kinds of insurance in the minimum amount of coverage set forth below, to cover all loss and liability for damages on account of bodily injury, including death therefrom, and injury to or destruction of property caused by or arising from any and all operations carried on and any and all work performed by the Contractor to this project, the Contractor shall maintain liability insurance as follows: Workers Compensation (WC): Statutory coverage shall be maintained for Worker’s Compensation as required by the laws of the State of Georgia.

Bodily injury by Accident – each employee $100,000 Bodily injury by Disease – each employee $100,000 Bodily injury by Disease – policy limit $500,000

Commercial General Liability (CGL):

Each Occurrence Limit $1,000,000 Personal & Aggregate Limit $1,000,000 General Aggregate Limit $3,000,000 Products/Completed Ops. Aggregate Limit $1,000,000

Automobile Liability Combined Single Limit: $1,000,000 To cover vehicles, owned, leased or rented by the Contractor

Revised 10/14/2022 5

The Contractor shall require its sub-contractors to maintain Commercial General Liability insurance with business automobile liability coverage with companies and limits as stated above. GDOT shall be named as an additional insured and a copy of the policy endorsement shall be provided with the insurance certificate.

The Contractor shall procure the insurance policies at the Contractor’s own expense and shall furnish GDOT an insurance certificate listing the agency (GDOT) as the certificate holder. The insurance certificate must be provided within five (10) business days of receiving the purchase order from GDOT.

The insurance certificate must document that the liability coverage purchased by the Contractor includes contractual liability coverage to insure the indemnity agreement as stated. In addition, the insurance certificate must provide the following:

a. Name, address, signature and telephone number of authorized agents.

b. Name and address of insured.

c. Name of Insurance Company.

d. Description of coverage in standard terminology.

e. Policy number, policy period and limits of liability.

f. Name and address of State Agency as certificate holder.

g. Thirty (30) day notice of cancellation.

h. Details of any special policy exclusions.

Excess liability coverage may be used in combination with the base policy to obtain these limits.

E. Method of Communication

All general communication of relevant information regarding this solicitation will be made via the Georgia Procurement Registry (GPR). All firms are responsible for checking the GPR on a regular basis for updates, clarifications, bid tabulation, and announcements. GDOT reserves the right to communicate via electronic-mail with the primary contact listed in the bid response document. Other specific communications will be made as indicated in this solicitation.

F. Award

Lowest, Responsive and Responsible: Any award resulting from this solicitation will be made to the lowest, responsive, and responsible bidding firm meeting all requirements.

G. Award Conditions

This solicitation and any bid submitted in response, regardless of whether the bid is determined to be the lowest cost, is not binding upon GDOT and does not obligate GDOT to procure or contract for any services. Neither GDOT nor any party submitting a bid will be bound unless and until the bid is mutually accepted by both parties.

GDOT will issue a Notice of Award announcing the awarded bidding firm. GDOT will issue a purchase order to the awarded firm which will represent GDOT’s acceptance of the selected Contractor.

III. Schedule of Events

The following Schedule of Events represents GDOT’s best estimate of the Schedule that will be followed. All times indicated are prevailing times in Atlanta, Georgia. GDOT reserves the right to adjust the Schedule as GDOT deems necessary.

DATE TIME

a. GDOT issues public advertisement 9/17/2025

b. Questions due to GDOT 9/19/2025 2:00 PM

Revised 10/14/2022 6

IV. Criteria for Evaluation of Bids

The bidding firm must be prequalified in the indicated Right of Way Property Management service class(es) identified in Exhibit I in order to be evaluated and considered. All bid submittals will be pre-screened to verify that the bidding firm is prequalified in the required service class(es) and that the subcontractor(s) is prequalified in the required service class(es). GDOT’s Right of Way Property Management prequalification listing will be utilized to pre-screen the prequalification status of each bidding firm. Any bid submittal in which the bidding firm or the subcontractor(s) prequalification requirements are not met will be disqualified from further evaluation and consideration.

V. Instructions for Submittal of Bids

A. There is one (1) electronic bid submittal required. Bid submittal must include all completed and signed exhibits in their entirety that are identified in Section VII and all completed and signed addenda. The completed and signed bid documents must be legible. Bid submittal must be submitted in a PDF document attached to an e-mail.

The bid submittal email subject line must follow the naming convention for electronic records as follows:

Bidding firm’s full legal name Solicitation number (ITB number)

Bids are to be e-mailed to SpecialProjectsProcurement@dot.ga.gov

No bid submittals will be accepted after the time and date set for receipt.

All expenses for preparing and submitting responses are the sole cost of the bidder submitting the response.

GDOT is not obligated to any party to reimburse such expenses. All submittals upon receipt become the property of GDOT. Labeling information provided in submittals “proprietary” or “confidential”, or any other designation of restricted use will not protect the information from public view. Subject to the provisions of the Open Records Act, the details of the proposal documents will remain confidential until final award.

GDOT reserves the right, in its sole discretion, to waive any technicalities associated with this submittal if deemed in the best interest of the State.

A public bid opening will not be held by GDOT. A bid tabulation will be posted to the GPR once bid evaluations have been completed.

B. Questions and Requests for Clarification

Questions about any aspect of this solicitation, or the project, shall be submitted in writing via e-mail to Tameka Crowder, email TCrowder@dot.ga.gov . The deadline for submission of questions relating to this solicitation is the time and date shown in the (Schedule of Events- Section III above). From the issue date of this solicitation

c. Deadline for submission of Bid Response 9/24/2025 2:00 PM

d. GDOT completes evaluation and issues notification to winning firm TBD mailto:SpecialProjectsProcurement@dot.ga.gov mailto:TCrowder@dot.ga.gov

Revised 10/14/2022 7 until a successful bidder is selected and the award is made official and announced, respondents are subject to the Restriction of Communication in Section I.B (above).

VI. GDOT Terms and Conditions

A. Statement of Agreement

With the submission of a bid, the respondent agrees that he/she has carefully examined the solicitation and agrees that it is the respondent’s responsibility to request clarification on any issues in any section of the solicitation with which the respondent disagrees or needs clarified. The respondent also understands that failure to mention these items during the question period will be interpreted to mean that the respondent is in full agreement with the terms, conditions, specifications and requirements in the therein. With submission of a bid, the respondent hereby certifies: (a) that this bid is genuine and is not made in the interest or on behalf of any undisclosed person, firm, or corporation; (b) that respondent has not directly or indirectly included or solicited any other respondent to put in a false or insincere bid; (c) that respondent has not solicited or induced any person, firm, or corporation to refrain from sending a bid.

The respondent also understands that failure to provide required information may result in disqualification.

Failure to provide administrative information may not result in disqualification. At the Department’s discretion, the Department may notify the respondent that administrative information is not provided or there was an error in the information provided, and the Department will allow a respondent to provide an update to the administrative information. However, the exception to this is the provision of the required GEORGIA SECURITY AND IMMIGRATION COMPLIANCE ACT AFFIDAVIT, which by Georgia Law requires disqualification of the response. The above changes mentioned to administrative information would be considered allowable as these would be limited to changes which do not affect the information which will be used in the evaluation process.

Failure of a respondent to provide the specific exhibits will result in disqualification. Any respondent who provides changes in addition to the information requested in the notice shall be subject to disqualification.

B. Sub-Contractors

Sub-Contractors shall generally be considered any team member which is performing any service which typically requires prequalification. Sub-Contractor must be listed in the Bid Summary Form and is subject to all terms and conditions in the Agreement.

C. Non-Discrimination

The Georgia Department of Transportation in accordance with Title VI of the Civil Rights Act of 1964 and 78 Stat. 252, 42 USC 2000d--42 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, part 21, Nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all proposers that it will affirmatively ensure that any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, or national origin in consideration for an award.

D. Submittal Costs and Confidentiality

All expenses for preparing and submitting responses are the sole cost of the respondent submitting the response. The Department is not obligated to any respondent to reimburse such expenses. All submittals upon receipt become the property of the Department. Labeling information provided in submittals as “proprietary” or “confidential”, or any other designation of restricted use will not protect the information from public view. Subject to the provisions of the Open Records Act, the details of the proposal documents will remain confidential until a final award.

E. Right to Cancel or Change Solicitation

Revised 10/14/2022 8

GDOT reserves the right to cancel any solicitations where it is determined to be in the best interest of the Department to do so. GDOT reserves the right to increase, reduce, add, or delete any item in this solicitation as deemed necessary.

It is the responsibility of all firms interested in submitting a bid for this solicitation to routinely check the posting on the Georgia Procurement Registry for any revisions to this solicitation.

F. Substitutions, Alternates, Exceptions, and Extensions

No substitutions or alternates will be accepted for this solicitation. Any respondent submitting substitutions or alternates will be considered non-responsive and will not be considered for award.

Revised 10/14/2022 9

VII. Post Bid Submittal Documents

The intended awardee will be notified via e-mail of the Department’s intent to accept the Contractor’s bid.

Within five (5) calendar days of the email. The preferred method for returning this documentation is by email however, hard copies of the documentation may also be sent to the issuing officer at the address listed on page 1. The intended awardee must submit copies of the documents listed below to the Issuing Officer referenced in Table 1, with original signatures and applicable required notary seals. The final award is contingent on post bid submittals being received within 10 calendar days and sufficiently meeting the Department’s needs.

A. Required Insurance Coverage and Certificates of Insurance:

The Contractor shall, prior to the issuance of the PO, procure and maintain the insurance coverage listed in Section II, Selection Information, Subsection D Insurance Coverage Requitements, which shall protect the Contractor and GDOT (as an additional insured) from any claims for bodily injury, property damage, or personal injury throughout the duration of the work, at the Contractor’s own expense. The Contractor will not be permitted to commence any work prior to the Department acceptance of insurance coverage. Failure to retain insurance for the term of the performance of the Services will result in a cease of work and may be grounds for termination.

B. Performance and Payment Bonds:

As required in Section II, Selection Information, Subsection C Bonding Requitements.

VIII. Solicitation Exhibits

The following list of Exhibits apply to this solicitation and must be submitted with the bid, with the exception of Exhibit I, Scope of Work. All information provided on the exhibits must be legible. Failure to complete an submit the required Exhibits with bid will result in disqualification of bid response:

EXHIBIT I – Scope of Services.

EXHIBIT II – Drug-Free Workplace Certification (Complete and return with bid).

EXHIBIT III – Bid Form (Complete and return).

EXHIBIT IV– Bid Summary Form (Complete and return with bid).

EXHIBIT V – Lien Waiver and Release (Complete and return with bid).

EXHIBIT VI - Georgia Security and Immigration Compliance Act Affidavit (Complete and return with bid).

EXHIBIT VII - Scrutinized Company (Complete and return).

EXHIBIT VIII - Performance and Payment Bond Form

Revised 10/14/2022 10

EXHIBIT I

Scope of Services

1. Required Prequalification Service Classes

Prime Contractors are defined as the firm submitting the bid response and the firm with whom GDOT will contract.

The Team is defined as the Prime Contractor and their sub-contractor(s), who are considered team members. The Prime Contractor must be prequalified in the Right of Way Property Management service class (es) identified below in Section 5.A. The Prime Contractor or sub-contractor team members must be prequalified in the Right of Way Property Management service classes identified below in Section 5.B. A copy of the prequalification form must be provided for both the Prime as well as the Team at the time of bid submittal.

A. The Prime Contractor MUST be prequalified by GDOT in either of the service classes listed below:

Service Class Number

Service Class Name

E-3 Demolition

B. The Team (either the Prime Contractor and/or one or more of their sub-contractor team members) MUST be prequalified by GDOT in the service classes listed below:

Service Class Number

Service Class Name

E-3 Demolition E-4 UST Removal

NOTE: The team must include team members, either prime or sub, which are prequalified in both service classes.

If a Prime or Sub-Contractor’s prequalification will expire prior to the due date of this bid or if a firm has not been prequalified by GDOT, documentation must be provided which shows that the firm has submitted its application for prequalification prior to the bid due date. A copy of the prequalification form must be provided for both the Prime as well as the Team at the time of bid submittal.

For Prequalification information visit http://www.dot.ga.gov/PS/Business/Prequalification/SpecialtyServices .

The work consists of the equipment, supervision, and all other services required for the complete demolition of the structures identified and described in the Asbestos Inspection Reports. All improvements must be completely demolished and removed from their present site. All demolition debris must be removed and disposed of properly in an appropriate landfill or recycled in accordance with the provisions of the Georgia Comprehensive Solid Waste Management Act of 1990 and the Georgia Rules for Solid Waste Management Chapter 391-3-4. The work will be completed in strict accordance with the Technical Specifications.

The Georgia Environmental Protection Division (EPD) Project Notification Forms are required to be submitted by the Contractor immediately once the Notice of Award is received. Work shall commence as soon as possible following issuance of the Notice to Proceed. All work must be completed thirty (30) days following the Notice to Proceed unless modified in writing by GDOT with a purchase change order. The EPD Notification filing is included in the thirty (30) day period.

The work shall be completed as noted in the Demolition requirements within the Asbestos Inspection Report.

http://www.dot.ga.gov/PS/Business/Prequalification/SpecialtyServices

PI No: Parcel No:

Street Address:

SUMMARY ASBESTOS INSPECTION AND PRE-DEMO REPORT

CSSTP-0006-00(253) - Greene Co.

Project No: 0006253

Lake Oconee Pkwy GreensboroCity: State: 30642Zip Code:

GreeneCounty:

Lake Oconee Pkwy. (SR 44) & Wrightsville Church Rd (NE corner). Lat.

33° 30’ 02.61” N; Long. 83° 13’ 18.21” WNearest Major Intersection:

ASBESTOS-CONTAINING MATERIALS

PulledElectric Meter No.:

Rayle EMCElectric Supply:

Asbestos Inspector:September 5, 2025Date of Inspection:

Certificate Number:

Inspector Phone No.:

Description of Material/Location: Quantity

(SF/LF/#):

NONE

Building Use: 90±Age of Building: 657±Size of Building:years SF

Thomas K. Corish, Jr.

20105 Exp 09/10/25 404/312-9037

Nicole LegallDOT Contact: Central OfficeOffice: 404/347-0172Phone:

Percent Asbestos

Vacant

Abandoned wood frame (657±SF) general store with asphalt siding and metal panel roof on 4-5 course CMU surround. Interior contents (trash/debris) of S1 are estimated to be 6-7± yd3.

Vehicle Tires: There are eighteen (18±) vehicle tires and four (4) tractor tires on the property that are to be removed and disposed. There is a ≤500± gal UST at the front of S1.

Brief Structure Description:

1Structure No.

GA

Information provided on quantities of ACM reflects field observations and the condition of the structure and material at the time of the asbestos inspection. Quantities and conditions may change due to vandalism, exposure to weather/climate, or for other unknown conditions. The Abatement Contractor should visit the site to verify quantities and condition of ACM prior to preparing and submitting a bid and should notify the GDOT Contracting Officer and the Asbestos Consultant to report any significant discrepancies.

ASBESTOS INSPECTION AND PRE-DEMO REPORT: PARCEL COMMENTS

CSSTP-0006-00(253) - Greene Co.Project

No: 0006253PI No: 207 Parcel

No: 1 Structure

No.

Additional Site Photographs

S1 - View of S1 & S2 roof systems.

S1 - Close-up view of 4-5 course CMU surround at S1 front left corner.

S1 - View of S1 from front right corner.

S1 - View of interior debris/trash conditions -estimated to be 6-7± yd3. Vehicle Tires: There are eighteen (18±) vehicle tires and four (4) tractor tires on the property that are to be removed and disposed.

S1 - View of interior. Note debris/trash and small tractor tires.

Structure

No.

Additional Site Photographs

Street Address: Lake Oconee Pkwy

GreensboroCity: State: 30642Zip Code: GreeneCounty:GA

MI1: See “Underground Storage Tank Pre-Demolition Report”. UST is located directly in front of S1.

MI1: See “Underground Storage Tank Pre-Demolition Report”. UST is located directly in front of S1.

207Parcel No.:

CSSTP-0006-00(253) - Greene Co.Project

No: 0006253PI No: 207 Parcel

No: 1 Structure

No.

Additional Site Photographs

MI2: Metal animal fencing with 3-strand barb-wire (410±LF) on 4-7”±dia x5’±ht wood posts.

Fencing starts at utility pole and runs north along Lake Oconee Pkwy (primarily at bottom of slope) to Rocky Branch Stream at bridge.

MI2: Typical section of animal fencing with 3-strand barb-wire (410±LF) on 4”±dia wood posts.

MI2: Termination point of animal fencing with 3-strand barb-wire (410±LF) on 4”±dia wood posts at Rocky Branch Stream at bridge.

MI3: MI3 consists of three fence sections. This photo shows start of 116±LF section of (6’±ht) C-L fencing with 3-strand barb-wire on left side of S2. This section is along Lake Oconee Pkwy.

MI3: 90±LF section of (6’±ht) C-L fencing with 3-strand barb-wire on right side of S1. This section is along Wrightsville Church Rd.

No.

Additional Site Photographs

Street Address: Lake Oconee Pkwy

GreensboroCity: State: 30642Zip Code: GreeneCounty:GA 207Parcel No.:

MI3: Section of 76±LF of 7’±ht animal fencing w/ 3-strand BW from S3 to just beyond MI4. This fencing is along Wrightsville Church Rd.

MI4: Steel (21’x4’±ht) sheet. The sheet steel is less than 3/32” thick. This item is along Wrightsville Church Rd. DND the collapsed well structure behind MI4.

MI5: Remove/clear miscellaneous debris field scattered from near S4 to section of woods behind where MI2 & MI3 meet at utility pole on Lake Oconee Pkwy. Debris quantity is approximately 30 Yd3 of materials.

Debris includes drums, steel cable, tin panels, piping, lumber, plastics, metals, truck camper top, etc.

Do Not Disturb chain-link fencing run that connects to gate on Wrightsville Church Rd.

ASBESTOS INSPECTION AND PRE-DEMO REPORT: PARCEL COMMENTS

Structure

No.

Additional Site Photographs

Street Address: Lake Oconee Pkwy

GreensboroCity: State: 30642Zip Code: GreeneCounty:GA

No.

Additional Site Photographs

Street Address: Lake Oconee Pkwy

GreensboroCity: State: 30642Zip Code: GreeneCounty:GA 207Parcel No.:

MI5: Remove/clear miscellaneous debris field scattered from near S4 to section of woods behind where MI2 & MI3 meet at utility pole on Lake Oconee Pkwy. Debris quantity is approximately 30 Yd3 of materials.

Debris includes drums, steel cable, tin panels, piping, lumber, plastics, metals, truck camper top, etc.

MI5: Remove/clear miscellaneous debris scattered from near S4 to section of woods behind where MI2 & MI3 meet at utility pole on Lake Oconee Pkwy. Debris field terminates in proximity to area where 20’x22’ WF tin panel roof on ground. Notify Site Inspector if concrete pad is found in this area.

No.

Additional Site Photographs

Street Address: Lake Oconee Pkwy

GreensboroCity: State: 30642Zip Code: GreeneCounty:GA 207Parcel No.:

MI6: Remove/clear 2772±SF asphalt along Wrightsville Church Rd (2160±SF) and along Lake Oconee Pkwy (612±SF).

MI6: Remove/clear 2772±SF asphalt along Wrightsville Church Rd (2160±SF) and along Lake Oconee Pkwy (612±SF).

Bulk Sample No. Location Bulk Sample Description Bulk Sample Result 22010-207-1-01 Ext. siding – front. Misc. Asphalt siding. No asbestos detected.

22010-207-1-02 Ext. siding – left. Misc. Asphalt siding. No asbestos detected.

*Materials must have more than (>) 1% asbestos-containing material to be considered as an asbestos-containing building material (ACBM).

OSHA defines asbestos-containing material (ACM) as a material with any amount of asbestos, even less than (<) 1 percent.

Abbreviations: Ext. - exterior; Int. - interior; SM - surfacing material; TSI - thermal system insulation; Misc. - miscellaneous material; VFT - vinyl/ asphalt floor tile; VSF - vinyl sheet flooring; WPG - window pane glazing; WFC - window frame caulking; DFC - door frame caulking; ACT -acoustical ceiling tile; ACP - acoustical ceiling panel; DW/JTC - drywall/joint tape compound; JTC - joint tape compound; TCM - textured ceiling material; L1 - Layer 1.

Summary of Bulk Sample Analytical Results CSSTP-0006-00(253) Putnam - Greene Co. (PI#0006253) - Parcel 207 - S1

657±SF Wood-frame, Asphalt sided, General Store Structure Lake Oconee Pkwy. & Wrightsville Church Rd.

Greensboro, GA 30642 July 24, 2025

Inspector: Thomas K. Corish, Jr. Accreditation: I & MP - Cert # 20105 Expiration Date - 9/10/25

Date of Inspection: 7/24/2025

Above photo shows a raised suspect gas island at the front of S1 as identified by the former pacel owner during GDOT’s acquisition. The former parcel owner indicated that he obtained the parcel in circa 1985 and was responsible for capping the potential UST’s port which had been exposed since the store ceased operating in the 1960s. A search of GA EPD’s UST Management Program data base records did not return any information that the parcel contains underground storage tanks (USTs). Ground penetrating radar (GPR) confirmed the presence of a single UST with an estimated size of ≤500 gallons.

The presence of the abandoned UST at the front of the store suggests that its vicinity be searched during UST removal for any residual supply/vent piping and such be traced and removed.

Areas across the front of the parcel were also scanned with the GPR to determine if other USTs had been covered over after the store ceased operating in the 1960s. No tanks or supply/vent piping were identified by the GPR scan of the areas.

PI No: Parcel No: 207

Street Address:

GROUND PENETRATING RADAR REPORT

CSSTP-0006-00(253) - Greene Co.Project No: 0006253

Lake Oconee Pkwy GreensboroCity: State: 30642Zip Code:

GreeneCounty:

Lake Oconee Pkwy. (SR 44) & Wrightsville Church Rd (NE corner).Nearest Major Intersection:

GPR Inspector: September 5, 2025Inspection Date:Phone No.:Thomas K. Corish, Jr. 404/312-9037

Nicole LegallDOT Contact: Central OfficeOffice: 404/347-0172Phone:

GA

GPS Location: Lat. 33° 30’ 02.61” N; Long. 83° 13’ 18.21” W

SITE INSPECTION - GROUND PENETRATING RADAR

Photo shows GPR unit on-site being employed to document location of one (1) discovered UST.

UST is suspected to be ≤500 gallon steel tank.

Photo shows a GPR screen with the reflection of a suspect UST within the above red dashed box. The balance of prior area surrounding the suspect location gave no suspect reflection that would indicate the presence of a second tank.

CSSTP-0006-00(253) - Greene Co.

Project

No: 0006253PI No: 207Parcel No:

Site Location Photographs

Street Address:

SUMMARY ASBESTOS INSPECTION AND PRE-DEMO REPORT

CSSTP-0006-00(253)

Project No: 0006253

Lake Oconee Pkwy GreensboroCity: State: 30642Zip Code:

GreeneCounty:

Lake Oconee Pkwy. (SR 44) & Wrightsville Church Rd (NE corner). Lat.

33° 30’ 02.61” N; Long. 83° 13’ 18.21” WNearest Major Intersection:

ASBESTOS-CONTAINING MATERIALS

PulledElectric Meter No.:

Rayle EMCElectric Supply:

Asbestos Inspector:July 24, 2025Date of Inspection:

Certificate Number:

Inspector Phone No.:

Description of Material/Location: Quantity

(SF/LF/#):

NONE

Building Use: 65±Age of Building: 912±Size of Building:years SF

Thomas K. Corish, Jr.

20105 Exp 09/10/25 404/312-9037

Nicole LegallDOT Contact: Central OfficeOffice: 404/347-0172Phone:

Percent Asbestos

Vacant

Abandoned wood frame (912±SF) general store addition with asphalt siding and metal panel roof on concrete pad. Interior contents (trash/debris) of S2 are estimated to be 5± yd3.

Brief Structure Description:

2Structure No.

GA

Information provided on quantities of ACM reflects field observations and the condition of the structure and material at the time of the asbestos inspection. Quantities and conditions may change due to vandalism, exposure to weather/climate, or for other unknown conditions. The Abatement Contractor should visit the site to verify quantities and condition of ACM prior to preparing and submitting a bid and should notify the GDOT Contracting Officer and the Asbestos Consultant to report any significant discrepancies.

CSSTP-0006-00(253)Project

No: 0006253PI No: 207 Parcel

No: 2 Structure

No.

Additional Site Photographs

S2 - View of S1 & S2 roof systems.

S2 - Left side of S2 addition. Dashed line shows approximate transition point from S1 to S2.

S2 - Interior view of S2. Tires noted in photo tabulated in S1. Interior contents (trash/debris) of S2 are estimated to be 5± yd3.

S2 - Interior view of S2. Tires noted in photo tabulated in S1. Interior contents (trash/debris) of S2 are estimated to be 5± yd3.

S2 - Interior view of S2. Tires noted in photo tabulated in S1. Interior contents (trash/debris) of S2 are estimated to be 5± yd3.

22010-207-2-01 Ext. siding – left. Misc. Asphalt siding. No asbestos detected.

22010-207-2-02 Ext. siding – rear. Misc. Asphalt siding. No asbestos detected.

*Materials must have more than (>) 1% asbestos-containing material to be considered as an asbestos-containing building material (ACBM).

OSHA defines asbestos-containing material (ACM) as a material with any amount of asbestos, even less than (<) 1 percent.

Abbreviations: Ext. - exterior; Int. - interior; SM - surfacing material; TSI - thermal system insulation; Misc. - miscellaneous material; VFT - vinyl/ asphalt floor tile; VSF - vinyl sheet flooring; WPG - window pane glazing; WFC - window frame caulking; DFC - door frame caulking; ACT -acoustical ceiling tile; ACP - acoustical ceiling panel; DW/JTC - drywall/joint tape compound; JTC - joint tape compound; TCM - textured ceiling material; L1 - Layer 1.

Summary of Bulk Sample Analytical Results CSSTP-0006-00(253) Putnam - Greene Co. (PI#0006253) - Parcel 207 - S2

912±SF Wood-frame, Asphalt sided, General Store Structure Addition Lake Oconee Pkwy. & Wrightsville Church Rd.

Greensboro, GA 30642 July 24, 2025

Inspector: Thomas K. Corish, Jr. Accreditation: I & MP - Cert # 20105

Street Address:

SUMMARY ASBESTOS INSPECTION AND PRE-DEMO REPORT

CSSTP-0006-00(253)

Project No: 0006253

Lake Oconee Pkwy GreensboroCity: State: 30642Zip Code:

GreeneCounty:

Lake Oconee Pkwy. (SR 44) & Wrightsville Church Rd (NE corner). Lat.

33° 30’ 02.61” N; Long. 83° 13’ 18.21” WNearest Major Intersection:

ASBESTOS-CONTAINING MATERIALS

PulledElectric Meter No.:

Rayle EMCElectric Supply:

Asbestos Inspector:July 24, 2025Date of Inspection:

Certificate Number:

Inspector Phone No.:

Description of Material/Location: Quantity

(SF/LF/#):

NONE

Building Use: 40±Age of Building: 333±Size of Building:years SF

Thomas K. Corish, Jr.

20105 Exp 09/10/25 404/312-9037

Nicole LegallDOT Contact: Central OfficeOffice: 404/347-0172Phone:

Percent Asbestos

Vacant

Abandoned semi-trailer (9’3”x36’±) with metal panel roof attached to right side of S2. Interior access from S2 interior. Interior contents (trash/debris) of S3 are negligible.

Brief Structure Description:

3Structure No.

GA

Information provided on quantities of ACM reflects field observations and the condition of the structure and material at the time of the asbestos inspection. Quantities and conditions may change due to vandalism, exposure to weather/climate, or for other unknown conditions. The Abatement Contractor should visit the site to verify quantities and condition of ACM prior to preparing and submitting a bid and should notify the GDOT Contracting Officer and the Asbestos Consultant to report any significant discrepancies.

No.

Additional Site Photographs

Street Address: Lake Oconee Pkwy

GreensboroCity: State: 30642Zip Code: GreeneCounty:GA

S3 - View of S3 exterior.

S3 - View of S3 interior from S2 interior. Interior contents (trash/debris) of S3 are negligible.

NONE

*Materials must have more than (>) 1% asbestos-containing material to be considered as an asbestos-containing building material (ACBM).

OSHA defines asbestos-containing material (ACM) as a material with any amount of asbestos, even less than (<) 1 percent.

Abbreviations: Ext. - exterior; Int. - interior; SM - surfacing material; TSI - thermal system insulation; Misc. - miscellaneous material; VFT - vinyl/ asphalt floor tile; VSF - vinyl sheet flooring; WPG - window pane glazing; WFC - window frame caulking; DFC - door frame caulking; ACT -acoustical ceiling tile; ACP - acoustical ceiling panel; DW/JTC - drywall/joint tape compound; JTC - joint tape compound; TCM - textured ceiling material; L1 - Layer 1.

Summary of Bulk Sample Analytical Results CSSTP-0006-00(253) Putnam - Greene Co. (PI#0006253) - Parcel 207 - S3

333±SF metal-frame, metal sided, metal panel roofed, General Store Structure Addition (Re-purposed 9'3"x36' semi-trailer)

Lake Oconee Pkwy. & Wrightsville Church Rd.

Greensboro, GA 30642

July 24, 2025

Inspector: Thomas K. Corish, Jr. Accreditation: I & MP - Cert # 20105

Street Address:

SUMMARY ASBESTOS INSPECTION AND PRE-DEMO REPORT

CSSTP-0006-00(253)

Project No: 0006253

Lake Oconee Pkwy GreensboroCity: State: 30642Zip Code:

GreeneCounty:

Lake Oconee Pkwy. (SR 44) & Wrightsville Church Rd (NE corner). Lat.

33° 30’ 02.61” N; Long. 83° 13’ 18.21” WNearest Major Intersection:

ASBESTOS-CONTAINING MATERIALS

PulledElectric Meter No.:

Rayle EMCElectric Supply:

Asbestos Inspector:July 24, 2025Date of Inspection:

Certificate Number:

Inspector Phone No.:

Description of Material/Location: Quantity

(SF/LF/#):

NONE

Building Use: 40±Age of Building: 101±Size of Building:years SF

Thomas K. Corish, Jr.

20105 Exp 09/10/25 404/312-9037

Nicole LegallDOT Contact: Central OfficeOffice: 404/347-0172Phone:

Percent Asbestos

Vacant

Abandoned box truck cargo box (7’9”x13’±) with metal panel roof. Interior contents (trash/debris) of S4 are negligible.

Brief Structure Description:

4Structure No.

GA

Information provided on quantities of ACM reflects field observations and the condition of the structure and material at the time of the asbestos inspection. Quantities and conditions may change due to vandalism, exposure to weather/climate, or for other unknown conditions. The Abatement Contractor should visit the site to verify quantities and condition of ACM prior to preparing and submitting a bid and should notify the GDOT Contracting Officer and the Asbestos Consultant to report any significant discrepancies.

CSSTP-0006-00(253)Project

No: 0006253PI No: 207 Parcel

No: 4 Structure

No.

Additional Site Photographs

S4 - View of S4 exterior. Abandoned box truck cargo box (7’9”x13’±) with metal panel roof.

Interior contents (trash/debris) of S4 are negligible.

S4 - View of S4 exterior. Abandoned box truck cargo box (7’9”x13’±) with metal panel roof.

S4 - View of S4 exterior. Abandoned box truck cargo box (7’9”x13’±) with metal panel roof.

S4 - View of S4 interior. Interior contents (trash/debris) of S4 are negligible.

Intentionally Left Blank

NONE

*Materials must have more than (>) 1% asbestos-containing material to be considered as an asbestos-containing building material (ACBM).

OSHA defines asbestos-containing material (ACM) as a material with any amount of asbestos, even less than (<) 1 percent.

Abbreviations: Ext. - exterior; Int. - interior; SM - surfacing material; TSI - thermal system insulation; Misc. - miscellaneous material; VFT - vinyl/ asphalt floor tile; VSF - vinyl sheet flooring; WPG - window pane glazing; WFC - window frame caulking; DFC - door frame caulking; ACT -acoustical ceiling tile; ACP - acoustical ceiling panel; DW/JTC - drywall/joint tape compound; JTC - joint tape compound; TCM - textured ceiling material; L1 - Layer 1.

Summary of Bulk Sample Analytical Results CSSTP-0006-00(253) Putnam - Greene Co. (PI#0006253) - Parcel 207 - S4 101±SF metal-frame, metal sided, metal panel roofed, Storage Structure

(Re-purposed 7'9"x13' Cargo Box from Box Truck) Lake Oconee Pkwy. & Wrightsville Church Rd.

Greensboro, GA 30642 July 24, 2025

Inspector: Thomas K. Corish, Jr. Accreditation: I & MP - Cert # 20105

Preliminary

12/22/2020 1:10:37 PM

Parcel 207 3230 Lake Oconee Pkwy, Greensboro No FAC ID Property owner informed R/W that there was a UST on the property

Preliminary

12/22/2020 1:10:37 PM

Parcel 207 3230 Lake Oconee Pkwy, Greensboro No FAC ID Property owner informed R/W that there was a UST on the property

S1 S2 S3

MI1 MI2

MI3MI4 MI5

bhartley Polygon bhartley Polygon bhartley Polygon bhartley Polygon bhartley Preliminary ewright Parcel 207 3230 Lake Oconee Pkwy, Greensboro No FAC ID Property owner informed R/W that there was a UST on the property

Tom Jr.

Tom Jr.

S1

Tom Jr.

S2

Tom Jr.

S3

Tom Jr.

Tom Jr.

Tom Jr.

MI1

Tom Jr.

Tom Jr.

Tom Jr.

MI2

Tom Jr.

Tom Jr.

Tom Jr.

Tom Jr.

Tom Jr.

MI3

Tom Jr.

Tom Jr.

Tom Jr.

MI4

Tom Jr.

Tom Jr.

MI5

Tom Jr.

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Tom Jr.

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MI2

Tom Jr.

ABATEMENT and DEMOLITION CONTRACT ITEMS

CSSTP-0006-00(253) - Greene Co.Project No: 0006253PI No: 207Parcel No:

1. All work is to be performed in accordance with the GDOT ROW master abatement and demolition specifications issued on June 1, 2018 by ROW’s State Property Manager, Demolition & Removal.

Demolition workers must show evidence of having attended a GDOT approved awareness training program.

2. Asbestos abatement includes:

MI1 - N/A; MI2 - N/A; MI3 - N/A; MI4 - N/A; MI5 - N/A; & MI6 - N/A.

S1 - None.

S2 - None.

S3 - None.

S4 - None.

3. Demolition includes:

Do Not Disturb DND chain-link fencing run that connects to gate on Wrightsville Church Rd.

DND the collapsed well structure behind MI4.

Vehicle Tires: There are eighteen (18±) vehicle tires and four (4) tractor tires on the property that are to be removed and disposed per State of Georgia Regulations.

S1 - Abandoned wood frame (657±SF) general store with asphalt siding and metal panel roof on 4-5 course CMU surround.

Interior contents (trash/debris) of S1 are estimated to be 6-7± yd3.

S2 - Abandoned wood frame (912±SF) general store addition with asphalt siding and metal panel roof on concrete pad.

Interior contents (trash/debris) of S2 are estimated to be 5± yd3.

S3 - Abandoned semi-trailer (9’3”x36’±) with metal panel roof attached to right side of S2. Interior contents (trash/debris) of S3 are negligible.

S4 - Abandoned box truck cargo box (7’9”x13’±) with metal panel roof. Interior contents (trash/debris) of S4 are negligible.

MI1 - See “Underground Storage Tank Pre-Demolition Report”. UST is located directly in front of S1.

MI2 - Metal animal fencing with 3-strand barb-wire (410±LF) on 4-7”±dia x 5’±ht wood posts. Fencing starts at utility pole (to left of S1/S2) and runs north along Lake Oconee Pkwy (primarily at bottom of slope) to Rocky Branch Stream at bridge.

MI3 - MI3 consists of two fence sections of C-L fencing (6’±ht) with 3-strand barb-wire totaling 206±LF., and a third section of (7’±ht x 76±LF) animal fencing with 3-strand barb-wire on wood posts. First section (116±LF C-L fencing along Lake Oconee Pkwy) is on left side of S2 and runs to utility pole area. Second (90±LF C-L fencing along Wrightsville Church Rd.) on right side of S1. The third section of 76±LF x 7’±ht animal fencing w/ 3-strand BW from S3 to just beyond MI4 is along Wrightsville Church Rd. side of parcel. These two fence types included in MI3 total 282±LF.

DND chain-link fencing run that connects to gate on Wrightsville Church Rd.

MI4 - Steel (21’x4’±ht) sheet. The sheet steel is less than 3/32” thick. This item is along Wrightsville Church Rd.

DND the collapsed well structure behind MI4.

MI5 - Remove/clear miscellaneous debris field scattered from near S4 to approximately section of woods behind where MI2 & MI3 meet at utility pole on Lake Oconee Pkwy. Debris quantity is approximately 30 Yd3 of materials. Debris includes drums, steel cable, tin panels, piping, lumber, plastics, metals, truck camper top, etc.

MI6 - Remove/clear 2772±SF asphalt. Asphalt materials are along Wrightsville Church Rd (2160±SF) and along Lake Oconee Pkwy (612±SF).

ADDITIONAL DEMOLITION PROJECT NOTES

*Contractor is to refer and adhere to the requirements of the Georgia Erosion and Sedimentation Act (O.C.G.A. Title 12, Chapter 7 when performing work on GDOT Right of Way. Please consult the 2016 Field Manual for Erosion & Sediment Control in Georgia that is available from the Georgia Soil & Water Conservation Commission - www.gaswcc.org. It is required that a Blue Card holder be on site throughout the performance of this project. A Blue Card holder is a person that has completed and passed an exam in the Level 1A Fundamentals Seminar: Education and Training Certification Requirements for Persons Involved with Land Disturbing Activities sponsored by the Georgia Soil and Water Conservation Commission (GSWCC).

Water service lines are to be capped in accordance with GDOT R/W requirements. Septic tank is to be pumped dry and removed along with the drain lines.

All foundations, concrete footers, piers, wood platforms, & slabs related to the structures are to be removed. Parts of the structures are not to be pushed into the soil. Miscellaneous abandoned furnishings & debris within and outside of the structures are to be removed and disposed.

Any dead foliage or foliage damaged to access removal of the structures or other items that may be considered a potential fire hazard are to be removed from the parcel and disposed.

Appropriate erosion and sedimentation control devices and vegetative & structural best management practices (BMPs) are to be deployed & maintained during the demolition in accordance with Georgia Erosion and Sedimentation Act (GESA)*.

Items discovered during the demolition not included in the report are to be reported to the Site Inspector. Parcel is to be cleared of debris, rock raked, graded and sloped properly for drainage, and sown with seed (appropriate for the season) and straw*.

ABATEMENT and DEMOLITION…