RANDOLPH COUNTY

GEORGIA

Bid Document For:

DIRT ROAD

RESTORATION PROJECTS

ROADS INCLUDE:

George Milling Road, Wilson Road

Foy Arnold Road and Mt. Airy Road

93 Front Street P.O. Box 221

Cuthbert, GA 39840 Telephone: 229-732-6440

DIRT ROAD RESTORATIONS PROJECT

TABLE OF CONTENTS

Section 00100 Invitation to Bid

Section 00200 Instructions to Bidders

Section 00210 Notice to Bidders

Section 00400 Individual Price Quotes With instructions

Section 00450 Bid Bond

Section 00700 General Conditions

Section 00800 E-Verify Affidavit

Section 00820 Save Affidavit

Section 00830 Contractor Affidavit

Section 00845 Certification of Non-Segregated Facilities

Section 01702 Project Specific Information

Location Maps 1-4

RANDOLPH COUNTY, GEORGIA 00100-1

DIRT ROADS RESTORATIONS PROJECT

04/2026

SECTION 00100

RANDOLPH COUNTY BOARD OF COMMISSIONERS

ADVERTISEMENT FOR BIDS

FOR

DIRT ROAD RESTORATION PROJECTS

Sealed Bids: The Randolph County Board of Commissioners will accept sealed bids for the construction of the work entitled “Dirt Road Restoration Projects” until 10:00 A.M. EST on Thursday, April 9, 2026, at the Randolph County Government Center, 93 Front Street, Cuthbert, Georgia 39840, at which time and place all bids will be publicly opened and read. No bid may be withdrawn after the closing time for receipt of bids for a period of 60 calendar days.

Sealed envelopes must be clearly marked “Bid Proposal for Dirt Road

Restoration Projects – RFP# 2026-04A” and can be delivered in-person, by mail or by private courier. Randolph County is not responsible for the submittal of the bids. Bids received after will not be considered and will be rejected. Bids must include a list of Contractor’s experience with dirt roads projects similar to the work described in bid documents.

Description: The work to be performed shall consist of furnishing all labor, materials and equipment necessary to construct the projects entitled Dirt Road Restoration Projects. In general, construction consists of the restoration of sections of George Milling Road, Wilson Road, Foy Arnold Road, and Mt. Airy Road as shown in the Project Documents. A Mandatory Pre-Bid Meeting will be held on Wednesday, April 1, 2026, at 10:00 a.m. at the Randolph Government Center.

The work shall be fully completed within one hundred and twenty (120) consecutive calendar days from the date that the Notice To Proceed is given. Payment will be made within thirty (30) days after receipt of each Application for Payment as further outlined in the Project Documents. Questions need to be directed ONLY by e-mail to Johnny Duckworth, County Manager (jduckworth@randolphcountyga.gov).

Plans and Specifications: Project Documents with specifications for bidding purposes can be obtained at the Randolph County Board of Commissioners' Office at the Randolph County Government Center, 93 Front Street, Cuthbert, Georgia 39840 or by an email request to Johnny Duckworth, County Manager (jduckworth@randolphcountyga.gov).

RANDOLPH COUNTY, GEORGIA 00100-2

04/2026

Bonds: All bid forms must be accompanied by a Bid Bond in an amount not less than ten percent (10%) of the amount bid. The successful bidder, if awarded the Contract, will be required to furnish a Performance Bond and Payment Bond, each in the amount of one hundred percent (100%) of the Contract amount. All bonds must appear on the Treasury Department's most current Circular 570 Listing, latest edition.

Reservations: Randolph County reserves the right to reject any or all bids for any and all lawful reasons, including without limitation, the right to reject any and all non-conforming, non-responsive, unbalanced or conditional bids and to reject the bid of any bidder whom Randolph County believes would not be in the best interest of the project to make an award to that bidder whether because the bid is not responsive, the bidder is unqualified, or of doubtful financial ability, or fails to meet any other pertinent standard or criteria.

By:

Johnny Duckworth, County Manager Randolph County Board of Commissioners

RANDOLPH COUNTY, GEORGIA

SECTION 00200

INSTRUCTIONS TO BIDDERS

1. Defined Terms:

The term "Bidder" means one who submits a Bid directly to Owner, as distinct from a sub-bidder, who submits a bid to a Bidder. The term "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom Owner (on the basis of Owner's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Invitation to Bid, Instructions to Bidders, Notice to Bidders, the Price Quotes, proposed Contract Documents (including all Addenda issued prior to receipt of Bids) and location maps.

2. Copies of Bidding Documents:

2.1 Complete sets of Bidding Documents must be used in preparing Bids; Owner assumes no responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents.

2.2 Owner in making copies of Bidding Documents available on the above terms does so only for the purpose of obtaining Bids on the Work and does not confer a license or grant for any other use.

3. Qualifications of Bidders:

To demonstrate qualifications to perform the Work, each Bidder must be prepared to submit within five days of Owner's request, written evidence, such as financial data, previous experience, past litigation history, present commitments and other such data as may be called for in the General Conditions. Each bidder must be properly licensed in the State of Georgia in the appropriate field of construction.

4. Examination of Contract Documents and Site:

4.1 It is the responsibility of each Bidder before submitting a Bid, to (a) examine the Bidding

Documents thoroughly, (b) visit the sites to become familiar with local conditions that may affect cost, progress, performance or furnishing of the Work, (c) consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work, (d) study and carefully correlate Bidder's observations with the Bidding Documents, and (e) notify Owner of all conflicts, errors or discrepancies in the Bidding Documents.

4.2 (OMITTED)

4.3 (OMITTED)

4.4 (OMITTED)

4.5 Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and Underground Facilities) at or contiguous to each site or otherwise which may affect cost, progress, performance or furnishing of the Work and which Bidder deems necessary to determine its Bid for performing and furnishing the Work in accordance with the time, price and other terms and conditions of the Bidding Documents.

4.6 (OMITTED)

4.7 The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Bidding Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by Owner unless otherwise provided in the Bidding Documents.

4.8 The submission of a Bid will constitute an incontrovertible representation by Bidder that

Bidder has complied with every requirement of this Paragraph 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Bidding Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Bidding Documents, and that the Bidding Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work.

5. Interpretations and Addenda:

5.1 All questions about the meaning or intent of the Bidding Documents are to be directed to

Owner. Interpretations or clarifications considered necessary by Owner in response to such questions will be issued by Addenda emailed or delivered to all parties recorded by Owner as having received the Bidding Documents. Questions received less than seven

(7) days prior to the date for opening of Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect.

5.2 Addenda may also be issued to modify the Bidding Documents as deemed advisable by

Owner.

6. (OMITTED)

7. (OMITTED)

8. Indemnification:

The Contractor must agree to indemnify and to hold the Owner, its employees, and agents harmless from any and all claims for damages to persons and/or property arising out of or in any way connected with the performance by Contractor of any work, services, or functions contracted for.

9. Contract Time:

The contract time shall be negotiated with contractor at the issuance of the Notice to

Proceed.

10. Liquidated Damages:

As time is an essential element in this contract, all work shall be completed within the allotted time as specified in item nine (9) above. For each calendar day that any portion of the road construction shall remain uncompleted after the end of the time specified, the amount of Two Hundred Dollars per calendar day ($200.00/day) will be assessed. The amount is assessed not as a penalty, but as a predetermined and agreed liquidated damages to be used, in part, to pay any additional expenses incurred by the Owner as a result of being delayed.

10.1 (OMITTED)

10.2 (OMITTED)

10.3 (OMITTED)

11. Substitute or "Or Equal" Items:

The materials and equipment described in the Bidding Documents establish a standard of required function, dimension, appearance and quality to be met by any proposed substitution. No substitution will be considered unless written request for approval has been submitted by the Bidder and has been received by Owner at least ten (10) days prior to the date for receipt of Bids. Each such request shall include the name of the material or equipment for which it is to be substituted and a complete description of the proposed substitute including drawings, cuts, performance and test data and any other information necessary for an evaluation. A statement setting forth any changes in other materials, equipment or work that incorporation of the substitute would require shall be included.

The burden of proof of the merit of the proposed substitute is upon the Bidder. The Owner's decision of approval or disapproval of a proposed substitution shall be final. If

Owner approves any proposed substitution, such approval will be set forth in an Addendum issued to all prospective Bidders. Bidders shall not rely upon approvals made in any other manner. This paragraph will only apply to major material and equipment listed in the Price Quotes.

12. Subcontractors, Suppliers and Others:

12.1 If the General Conditions require the identity of certain Subcontractors, Suppliers, and other persons and organizations (including those who are to furnish the principal items of material and equipment) to be submitted to Owner in advance of the specified date prior to the Effective Date of the Agreement, the apparent Successful Bidder, and any other Bidder so requested, shall within seven (7) days after the Bid opening submit to Owner a list of all such Subcontractors, Suppliers and other persons and organizations proposed for those portions of the Work for which such identification is required.

12.2 (OMITTED)

12.3 No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor has reasonable objection.

13. Price Quotes:

13.1 The Price Quotes are included with the Bidding Documents; additional copies may be obtained from Owner.

13.2 All blanks in the Price Quotes must be completed in ink or by typewriter.

13.3 Bids by corporations must be executed in the corporate name by the president or a vice-president (or other corporate officer accompanied by evidence of authority to sign) and the corporate seal must be affixed and attested by the secretary or an assistant secretary.

The corporate address and state of incorporation must be shown below the signature.

13.4 Bids by partnerships must be executed in the partnership name and signed by a partner, whose title must appear under the signature and the official address of the partnership must be shown below the signature.

13.5 All names must be typed or printed below the signature.

13.6 The Bid shall contain an acknowledgment of receipt of all Addenda (the numbers of which must be filled in on the Price Quotes).

13.7 The address and telephone number for communications regarding the Bid must be shown.

14. Submission of Bids:

14.1 Price Quotes for each road shall be submitted in an individual envelope, for a total of 3 envelopes.

14.2 Each Bid shall be submitted at the time and place indicated in the Advertisement for Bids and shall be enclosed in an opaque sealed envelope, marked with the Project title, name and address of the Bidder. The Contractor’s E-Verify Company Identification Number shall also be marked on the outside of the envelopes and a notarized contractor affidavit enclosed. If the Bids are sent through the mail or other delivery system the sealed envelopes shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it.

15. Modification and Withdrawal of Bids:

15.1 Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids.

15.2 If, within twenty-four hours after Bids are opened, any Bidder files a duly signed, written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid and any Bid security will be returned. Thereafter, that Bidder will be disqualified from further bidding on the Work to be provided under the Contract Documents.

16. Opening of Bids:

Bids will be opened and (unless obviously nonresponsive) read aloud publicly. An abstract of the amounts of the base Bids and major alternates (if any) may be made available to Bidders after the opening of Bids at the Bidder’s request.

17. Bids to Remain Subject to Acceptance:

All bids will remain subject to acceptance for sixty days after the day of the Bid opening, but Owner may, in its sole discretion, and in accordance with Instructions to Bidders, Section 15.2, release any Bid and return the Bid security prior to that date.

18. Award of Contract:

18.1 Owner reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work and to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, non-responsive, unbalanced or conditional Bids. Also, Owner reserves the right to reject the Bid of any

Bidder if Owner believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by Owner.

18.2 In evaluating Bids, Owner will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices, and other data, as may be requested in the Bid Form and prior to the Notice of Award.

18.3 Owner may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the General Conditions. Owner also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award.

18.4 Owner may conduct such investigations as Owner deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Bidding Documents to Owner's satisfaction within the prescribed time.

18.5 If the Contract is to be awarded, it will be awarded to the lowest Bidder whose evaluation by Owner indicates to Owner that the award will be in the best interest of the Project.

18.6 If the Contract is to be awarded, Owner will give the Successful Bidder a written Notice of

Award within sixty days after the day of the Bid opening.

18.7 The Owner reserves the right to award the contract conditional upon funds being made available for such construction.

19. Contract Security:

CONTRACTOR shall furnish performance and payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRACTOR's obligations under the Contract Documents. These Bonds shall remain in effect at least until one year after the date when final payment becomes due, except as otherwise provided by Law or Regulation or by the Contract Documents. CONTRACTOR shall also furnish such other Bonds as are required by the General Conditions. All Bonds shall be in the forms prescribed by Law or Regulation or by the Contract Documents and be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff Bureau of Accounts, U.S. Treasury Department. All Bonds signed by an agent must be accompanied by a certified copy of the authority to act.

19.1 When the Successful Bidder delivers the executed Agreement to Owner, it must be accompanied by the required Performance and Payment Bonds.

20. Taxes:

The Contractor shall pay all applicable sales, consumer, use and other similar taxes required by law. The Contractor is responsible for reviewing the pertinent State Statutes involving the sales tax and sales tax exemption and complying with all requirements. The Contractor shall include all Federal, State and local taxes in his bid. The Contractor shall indemnify, defend and hold harmless, Owner, and their employees, agents and representatives from and against any and all claims, damages, losses, penalties, fines and tax liabilities whatsoever resulting from Contractor's failure to include such taxes in his bid, pay any such tax or comply with any applicable tax requirements or statutes.

21. Signing of Agreement:

When Owner gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within ten (10) days thereafter Contractor shall sign and deliver the required number of counterparts of the Agreement and attached documents to Owner with the required Bonds and E-Verify affidavit. Within ten days thereafter Owner shall deliver one fully signed counterpart to Contractor.

22. Laws and Regulations:

The Contractor shall keep himself fully informed of all laws, ordinances and regulations of

State, City and County in any manner affecting those engaged or employed in the Work, or the materials used in the Work, or in any way affecting the conduct of the Work, and of all orders and decrees of bodies or tribunals having any jurisdiction or authority over same.

If any discrepancy or inconsistency should be discovered in this contract, or in the drawings or specifications herein referred to, in relation to any such law, ordinance, regulation, order or decree, he shall forthwith report the same in writing to the Owner. He shall at all times, himself, observe and comply with all such existing and future laws, ordinances and regulations and shall protect and indemnify the Owner and its agents against any claim or liability arising from or based on the violation of any such law, ordinance, regulation, order or decree whether by himself or by his employees.

22.1 The Successful Bidder will be required to provide the OWNER with E-Verify Affidavit to certify compliance with O.C.G.A. § 31-10-91.

23. Non-Segregated Facilities:

Bidders must certify that they do not and will not, maintain or provide for their employees any facilities that are segregated on a basis of race, color, creed or national origin.

Execution of the "Certification of Non-Segregated Facilities" contained within the Contract Documents must be accomplished and submitted with the Bid.

END OF SECTION

SECTION 00210

NOTICE TO BIDDERS

1. Price Quotes for each road shall be submitted in an individual envelope.

2. (OMITTED)

3. The Price Quotes shall be filled out completely and must be signed by a person having authority to legally obligate the Bidder. If the Bidder is a corporation, the Seal of the Corporation must be attached to the Price Quote forms.

4. (OMITTED)

5. A Mandatory Pre-Bid Meeting will be held on Wednesday, April 1, 2026, at 10:00 a.m.

at the Randolph Government Center, 93 Front Street, Cuthbert, GA.

6. Licensing: Each bidder must be properly licensed in the State of Georgia in the appropriate field for this project.

7. (OMITTED)

8. The CONTRACTOR will provide the OWNER with an E-Verify affidavit and Certification of

Nonsegregated Facilities.

END OF SECTION

SECTION 00400

PROCEDURE FOR COMPLETING THE PRICE QUOTE SHEET

Project Name: Dirt Roads Restoration Projects

Issued By: County of Randolph Project No.: HUC KIN/MUCK

1. Read the Full Package First

Before filling out the price quote sheet, the contractor must:

• Carefully read the full scope of work for each road restoration, technical specifications, and project requirements included in the price package.

• Attend any pre- meetings or site visits if scheduled.

2. General Instructions

• Type or print RANDOLPH in black or blue ink.

• Ensure all prices are entered in U.S. Dollars ($).

• If a line item is not required for the specific road restoration cross through it and state N/A

• Do not leave any unit price fields blank. Enter “0.00” if no cost is being applied to a line item.

• Round unit prices to the nearest cent (e.g., $0.01).

• Ensure all fields are completed, including company details, signature, and required attachments.

3. Completing Section 1: Contractor Information

Fill in the following fields completely:

• Company Name: Full legal name of your business.

• Business Address: Street, City, State, ZIP.

• Phone Number: Main business contact number.

• Email Address: A valid email where communications will be sent.

• License Number & Type: Valid contractor license number and classification.

• Contact Person: Name and title of the individual authorized to answer price

-related questions.

4. Completing Section 2: Pricing Table

For each line item:

Column Instructions

Description Review and confirm you understand the work required.

Clarifications may be requested in writing before the deadline.

Unit Pricing must be per the listed unit (e.g., per mile, per ton, per square yard). Do not alter units.

Estimated

Quantity

Estimate the quantity required per the scope of work for linear feet restoration

Unit Price ($) Enter the price per unit of work or material. Include all overhead, labor, materials, equipment, insurance, and applicable taxes.

Extended Price

Multiply the Unit Price by the Estimated Quantity (Extended Price

= Unit Price × Estimated Quantity).

Total Price: Add all Extended Prices to calculate the total. Double-check your math. If submitting in Excel, formulas may be used.

5. Completing Section 3: Schedule & Availability

• Provide the earliest possible start date if awarded.

• Estimate how many calendar days the project will take to complete.

6. Completing Section 5: Certification

• The authorized company representative must sign and date the form.

• Print their full name and title clearly.

• By signing, the contractor certifies that:

o All information is truthful.

o Pricing is valid for the duration specified in the price (e.g., 60 or 90 days).

o The company agrees to the terms and specifications of the price .

7. Final Review Before Submission

• Recheck calculations and attachments.

• Ensure that all pages are complete and signed.

• Submit the completed price sheet and all required documents by the deadline via the method indicated (in-person, mail, or electronically).

MUSSEL PROJECT

(1) DIRT ROAD RESTORATION PROJECTS

COUNTY OF RANDOLPH

PRICE QUOTE

PROJECT NO.: MS/KIN MUCK/RANDOLPH/GEORGE MILLING ROAD, SITE 1

Price Bid Due Date: 04/09/2026 Time: 10:00 AM

1. CONTRACTOR INFORMATION

Field Response

Company Name

Business Address

Phone Number

Email Address

License Number & Type

Contact Person

2. PRICING TABLE

Item No.

Description Unit Estimated Quantity

Unit Price

Extended Price ($)

1 Grading and Shaping Mile [0.127] __________ __________

2 Roadway Re-Crowning Mile [0.127] __________ __________

3 Ditching/Cleaning Shoulders Linear Foot

[1340] __________ __________

4 Crusher Run Ton [420] __________ __________

5 #5 Stone Ton [97] __________ __________

6 #3 Stone Ton [N/A] __________ __________

7 Rip Rap Stone Ton [70] __________ __________

8 Compaction (Vibratory Roll) Mile [0.127] __________ __________

Culvert Replacement (48-inch X 30 ft.)

Each [1] __________ __________

Culvert Replacement S/D (24-inch X 70 Ft.)

Each [1] __________ __________

11 Turnout Creation Each [1] __________ __________

No.

Description Unit Estimated Quantity

Unit Price

Extended Price ($)

Raising the Road bed (Min. 3- 4")

Linear Foot

[N/A] __________ __________

Erosion Control Matting Installation

Square Yard

[2301] __________ __________

Native Grass Seeding (Roadside Shoulders) Total linear feet

Acre [1] __________ __________

Subtotal: $________________

Applicable Taxes (if any): $________________

TOTAL PRICE $________________

3. SCHEDULE & AVAILABILITY

• Earliest Available Start Date: __________________________

• Estimated Duration (Days): _____________________________

4. CERTIFICATION

I, the undersigned, certify that:

• I am authorized to submit this price on behalf of the company.

• The prices quoted are within industry standards for reasonable and customary charges for raw materials.

• I have read and understood the specifications, scope, and terms.

Authorized Signature: ___________________________ Print Name & Title: ___________________________ Date: ___________________________

George Milling Road

Site 1 @ beaver pond Total Linear Feet 670

Road base requirement Shave down all build up sedimentation windrows Shaping/reforming/recrowning Erosion matting Crusher run 420 tons (6 inch open lay to compaction of 5 inch) Compaction of road base Roll edges

Ditch requirement (2 ft depth by 3 ft wide x 1340 linear feet) Shaping/reforming- make 1 ditch there are currently 2 ditch structures at this site Erosion matting Rock # 5 72 ton (approx. 36 ton per ditch) Rolling of edge to meet road base Rip Rap ditch checks 25 tons

Culvert pipe and approach requirement Replacement of 1 48” x 30’ pipe Replacement of 1 side-drain pipe 24”x70’ Erosion matting Rock #5 25 tons to support under pipe Rip Rap(surge size 6- 18 inch) 35 ton ( Headwall +4 approaches out from culvert pipe)

Turn out requirement x 1 upstream only no room downstream due to banks Shaping/reforming Erosion matting Rip Rap(surge size 6- 18 inch) 10 tons (x 1 approaches x 2 inch installation layer 4 wide x 5 feet long) Grass seeding

Total crusher run - 420 ton Total Rock #5 - 97 ton Total Rip Rap (surge size) - 70 tons Erosion matting - 2301 SY

(1) DIRT ROAD RESTORATION PROJECTS

COUNTY OF RANDOLPH

PRICE QUOTE

PROJECT NO.: MS/KIN MUCK/RANDOLPH/GEORGE MILLING ROAD, SITE 2

Price Bid Due Date: 04/09//2026

No.

Description Unit Estimated Quantity

Unit Price

Extended Price ($)

1 Grading and Shaping Mile [0.151] __________ __________

2 Roadway Re-Crowning Mile [0.151] __________ __________

3 Ditching/Cleaning Shoulders Linear Foot

[1596] __________ __________

4 Crusher Run Ton [500] __________ __________

5 #5 Stone Ton [94] __________ __________

6 Beaver Gate Each [1] __________ __________

7 Rip Rap Stone Ton [85] __________ __________

8 Compaction (Vibratory Roll) Mile [0.151] __________ __________

Culvert Replacement (48-inch X 30 ft.)

Each [1] __________ __________

Culvert Replacement (18-inch X 30 Ft.)

Each [0] __________ __________

Description Unit Estimated Quantity

Unit Price

Extended Price ($)

11 Turnout Creation Each [2] __________ __________

Raising the Road Bed (Min. 3- 4")

Linear Foot

[N/A] __________ __________

Erosion Control Matting Installation

Square Yard

[2674] __________ __________

Native Grass Seeding (Roadside Shoulders)

George Milling Road Site 2 @ creek

Total Linear Feet 798

This section will be stabilized and matched with site 1 with aggregate blending into both sections for stability.

Road base requirement Shave down all build-up sedimentation windrows Shaping/reforming/recrowning Erosion matting Crusher run 500 tons (6 inch open lay to compaction of 5 inch) Compaction of road base Roll edges

Ditch requirement (2 ft depth by 3 ft wide x 1596 linear feet) Erosion matting Rock #5 84 tons (42 Tons per side) Rip Rap ditch checks 30 tons

Culvert pipe and approach requirement Replacement of 1 48” x 30’ pipe Erosion matting Rock #5 10 tons Rip Rap (surge size 6- 18 inch) 35 ton (Headwall +4 approaches out from culvert pipe)

Turn out requirement x2 Refill /Shape and reform existing Erosion matting Rip Rap(surge size 6- 18 inch) 20 tons (x 2 approaches x 2 inch installation layer 4 wide x 5 feet long) Grass seeding

Beaver Gates must be placed back at this location

Total crusher run - 500 tons Total Rock #5 - 94 tons Total Rip Rap (surge size) - 85 tons Total linear feet for site 1 and site 2 is 1468 Erosion matting - 2674 SY

(2) DIRT ROAD RESTORATION PROJECTS

COUNTY OF RANDOLPH

PRICE QUOTE

PROJECT NO.: MS/KIN MUCK/RANDOLPH/WILSON ROAD

No.

Description Unit Estimated Quantity

Unit Price

Extended Price ($)

1 Grading and Shaping Mile [0.123] __________ __________

2 Roadway Re-Crowning Mile [0.123] __________ __________

3 Ditching/Cleaning Shoulders Linear Foot

[1300] __________ __________

4 Crusher run Ton [405] __________ __________

5 #5 Stone Ton [109] __________ __________

6 #3 Stone Ton [N/A] __________ __________

7 Rip Rap Stone Ton [115] __________ __________

8 Compaction (Vibratory Roll) Mile [0.123] __________ __________

Culvert Replacement (48 INCH x 30 ft.)

Each [3] __________ __________

Culvert Replacement (24-Inch X 35 ft.)

Each [N/A] __________ __________

Description Unit Estimated Quantity

Unit Price

Extended Price ($)

11 Turnout Creation Each [4] __________ __________

Raising the Road Bed (Min.

3-4")

Linear Foot

[N/A] __________ __________

Erosion Control Matting Installation

Square Yard

[2274] __________ __________

Native Grass Seeding (Roadside Shoulders) Total Linear feet

Wilson Road Total Linear Feet 650

Shaping/reforming/recrowning Erosion matting Crusher run 405 tons (6 inch open lay to compaction of 5 inch) Compaction of road base Roll edges

Ditch requirement (2 ft depth by 3 ft wide x 1300 linear feet) Shaping/reforming Erosion matting Rock #5 70 tons (35 tons a side) Rolling of edge to meet road base Removal of any berms along ditch structure Rip Rap ditch checks 21 tons

Replacement of 3 x 48” x 30’ long Erosion matting Rock #5 39 ton to support under pipe Rip Rap (surge size 6- 18 inch) 54 ton ( Headwall +4 approaches out from culvert pipe)

Turn out requirement x 4 Shaping/reforming Erosion matting Rip Rap(surge size 6- 18 inch) 40 tons (x 4 approaches x 2 inch installation layer 4 wide x 5 feet long) Grass seeding

Total crusher run - 405 tons Total Rock #5 - 109 tons Total Rip Rap (surge size) - 115 tons Erosion matting- -2274 SY

(3) DIRT ROAD RESTORATION PROJECTS

COUNTY OF RANDOLPH

PRICE QUOTE

PROJECT NO.: MS/KIN MUCK/RANDOLPH/MT. AIRY ROAD

No.

Description Unit Estimated Quantity

Unit Price

Extended Price ($)

1 Grading and Shaping Mile [0.14] __________ __________

2 Roadway Re-Crowning Mile [0.14] __________ __________

3 Ditching/Cleaning Shoulders Linear Foot

[1476] __________ __________

4 Crusher Run Ton [465] __________ __________

5 #5 Stone Ton [100] __________ __________

6 #3 Stone Ton [N/A] __________ __________

7 Rip Rap Stone Ton [74] __________ __________

8 Compaction (Vibratory Roll) Mile [0.14] __________ __________

Culvert Replacement (36 INCH X 36 ft.)

Each [2] __________ __________

10 Water bars Each [2] __________ __________

Description Unit Estimated Quantity

Unit Price

Extended Price ($)

11 Turnout Creation Each [N/A] __________ __________

Raising the Road bed (Min.

3-4")

Linear Foot

[N/A] __________ __________

Erosion Control Matting Installation

Square Yard

[2508] __________ __________

Native Grass Seeding (Roadside Shoulders)

Mt Airy Total Linear Feet 738

Shaping/reforming/recrowning Erosion matting Crusher run 465 tons (6 inch open lay to compaction of 5 inch) Compaction of road base Roll edges

Ditch requirement (2 ft depth by 3 ft wide x 1476 linear feet) Shaping/reforming Erosion matting Rock #5 80 tons (40 tons a side) Rolling of edge to meet road base Removal of any berms along ditch structure Rip Rap ditch checks 24 tons

Replacement of 2 x 36” x 30’ long Erosion matting Rock #5 20 tons to support under pipe Rip Rap(surge size 6- 18 inch) 50 tons ( Headwall +4 approaches out from culvert pipe)

Turn out requirement Close existing turn out Install 2 Water Bars Erosion matting Grass seeding

Total crusher run - 465 tons Total Rock #5 - 100 tons Total Rip Rap (surge size) - 74 tons Erosion matting – 2508 SY

COUNTY OF RANDOLPH

PRICE QUOTE

HCP UNPAVED ROAD RESTORATION- HUC BASIN- KINCHAFONNE

PROJECT LOCATION/ROAD: MS/SPG-ICH/RANDOLPH/FOY ARNOLD

Site 1

Price Quote Due Date: 4/9/2026 Time: 10:00 am

Company Name

Business Address

Phone Number

Email Address

No.

Description Unit Estimated Quantity

Unit Price

Extended Price ($)

1. Grading and Shaping Mile [0.254] __________ __________

2. Roadway Re-Crowning Mile [0.254] __________ __________

3. Ditching/Cleaning Shoulders Linear Foot

[2680] __________ __________

4. Crusher run Ton [835] ___________ __________

5. #5 Ton [142] ___________ __________

6. Rip rap type 3 Ton [110] ___________ __________

7. Compaction (Vibratory Roll) Mile [0.254] __________ __________

Description Unit Estimated Quantity

Unit Price

Extended Price ($)

8. Culvert Replacement Each [0] __________ __________

9. Turnout Creation Each [6] __________ __________

10.

Raising the Road Bed (Min. 3 ft.)

Linear Foot

[1050] __________ __________

11.

Erosion Control Matting Installation

Square Yard

[4522] __________ __________

12.

Native Grass Seeding (Roadside Shoulders)

Acre [1] __________ __________

Subtotal: $________________

TOTAL PRICE $_______

• I am authorized to submit this price on behalf of the company.

• The prices quoted are within industry standards for reasonable and customary charges for raw materials.

Foy Arnold Site 1

Total Linear Feet 1340 (West side bridge at curve) Road base requirement

Raise road base by 3 feet [2730 CY (1050’ X 18’ X 3’)]

Shaping/reforming/recrowning

Erosion matting

Crusher run 835 tons (6 inch open lay to compaction of 5 inch)

Compaction of road base (6 inch open lay to compaction of 5 inch)

Roll edges

Ditch requirement (2 ft depth by 3 ft wide x 2680 linear feet)

Shaping/reforming

Erosion matting

Rock #5 142 tons (71 tons a side)

Rolling of edge to meet road base

Removal of any berms/windrows along ditch structure

Rock check dams x 15 each side total of 30, Rip Rap (surge size 6- 18 inch) 50 tons

Culvert pipe and approach requirement

No culvert pipes

Turn out requirement x 6

Shaping/reforming

Erosion matting

Rip Rap(surge size 6- 18 inch) 60 tons (x 6 approaches x 2 inch installation layer 4 wide x 5 feet long)

Grass seeding

Total crusher run -835 tons

Total Rock #5 141 tons

Total Rip Rap (surge size) 110 tons

Erosion matting (4522 SY)

COUNTY OF RANDOLPH

PRICE QUOTE

HCP UNPAVED ROAD RESTORATION- HUC BASIN- KINCHAFONNE

PROJECT LOCATION/ROAD: MS/SPG-ICH/RANDOLPH/FOY ARNOLD

Site 2

Price Quote Due Date: 4/9/2026 Time: 10:00 am

Company Name

Business Address

Phone Number

Email Address

No.

Description Unit Estimated Quantity

Unit Price

Extended Price ($)

1. Grading and Shaping Mile [0.292] __________ __________

2. Roadway Re-Crowning Mile [0.292] __________ __________

3. Ditching/Cleaning Shoulders Linear Foot

[3080] __________ __________

4. Crusher run Ton [960] __________ __________

5. #5 Ton [162] __________ __________

6. Rip rap type 3 Ton [110] __________ __________

7. Compaction (Vibratory Roll) Mile [0.292] __________ __________

Description Unit Estimated Quantity

Unit Price

Extended Price ($)

8. Culvert Replacement Each [0] __________ __________

9. Turnout Creation Each [6] __________ __________

10.

Raising the Road Bed (Min. 3 ft.)

Linear Foot

[770] __________ __________

11.

Erosion Control Matting Installation

Square Yards

[5195] __________ __________

12.

Native Grass Seeding (Roadside Shoulders)

Acre [1] __________ __________

Subtotal: $________________

TOTAL PRICE $_______

• I am authorized to submit this price on behalf of the company.

• The prices quoted are within industry standards for reasonable and customary charges for raw materials.

Foy Arnold

Site 2 Total Linear Feet 1540 (East side of bridge at curve)

Road base requirement

Raise road base by 3 feet [2002 CY (770’ X 18’ X 3’)]

Shaping/reforming/recrowning

Erosion matting

Crusher run 960 tons (6 inch open lay to compaction of 5 inch)

Compaction of road base (6 inch open lay to compaction of 5 inch)

Roll edges

Ditch requirement (2 ft depth by 3 ft wide x 3080 linear feet)

Shaping/reforming

Erosion matting

Rock #5 162 tons (81 tons a side)

Rolling of edge to meet road base

Removal of any berms/windrows along ditch structure

Rock check dams x 15 each side total of 30

Rock check dams x 15 each side total of 30, Rip Rap (surge size 6- 18 inch) 50 tons

No culvert pipes

Turn out requirement x 6

Shaping/reforming

Erosion matting

Rip Rap (surge size 6- 18 inch) 60 tons (x 6 approaches x 2 inch installation layer 4 wide x 5 feet long)

Grass seeding

Total crusher run -960 tons

Total Rock #5 162 tons

Total Rip Rap (surge size) 110 tons

Erosion matting (5195 SY)

END OF SECTION 00400

SECTION 00450

BID BOND

STATE OF GEORGIA

COUNTY OF _____________

KNOW ALL MEN BY THESE PRESENTS, that we, ____________________________, as Principal, and _______________________________, as Surety, are held and firmly bound unto the ________________________________ for the sum of

______________________________ Dollars ($______________) lawful money of the

United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, personal representatives, successors and assigns, jointly and severally, firmly by these presents.

WHEREAS, the Principal has submitted to the Owner a Proposal for:

____________________ ________________________ Consisting of furnishing all labor, materials and equipment necessary to construct the project entitled Dirt Road Restorations Project. In general, construction consists of the restoration of sections of George Milling Road, Wilson Road, Foy Arnold Road, and Mt. Airy Road as shown in the Contract Documents. in Randolph County.

NOW THEREFORE, the conditions of this obligation are such that if the Bid be accepted, the Principal shall within ten days after receipt of conformed contract documents execute a contract in accordance with the Bid upon the terms, conditions and prices set forth therein, and in the form and manner required by the Owner and execute a sufficient and satisfactory Performance Bond and Payment Bond payable to the Owner, each in an amount of one hundred percent (100%) of the total contract price, in form and with security satisfactory to the Owner, or in the event of the failure of the Contractor to execute and deliver the Contract Agreement and give said Performance and Payment Bonds, the Contractor shall pay the Owner the difference not to exceed the penalty hereof between the amount specified in said Proposal and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said Proposal, and execute the Special Assurances form, then this obligation shall be void; otherwise, it shall be and remain in full force and virtue in law; and the Surety shall, upon failure of the Principal to comply with any or all of the foregoing requirements within the time specified above, immediately pay to the aforesaid Owner, upon demand, the amount hereof in good and lawful money of the United States of America, not as a penalty, but as liquidated damages. This bond is given pursuant to and in accordance with the provisions of O.C.G.A. Section 36-10-1 et seq and all the provisions of the law referring to this character of bond as set forth in said sections or as may be hereinafter enacted and these are hereby made a part hereof to the same extent as if set out herein in full.

IN WITNESS WHEREOF, the said Principal has hereunder affixed its signature and said Surety has hereunto caused to be affixed its corporate signature and seal, by its duly authorized officers, on this day of____ , 20__.

PRINCIPAL:

Signed and sealed in the presence of 1. __________________________________

2. __________________________________

By: _________________________________

Title: ________________________________

SURETY:

Signed and sealed in the presence of: 1. __________________________________

2. __________________________________

By: _________________________________

Title: _______________________________

END OF SECTION 00450

SECTION 00700

GENERAL CONDITIONS

1. PAYMENT: At the beginning of the project the CONTRACTOR shall transmit to the

OWNER an invoice for all materials designed for each site. Once the project is complete and an acceptable inspection is achieved the CONTRACTOR shall submit a final invoice for payment.

2. COMMENCEMENT AND COMPLETION OF WORK: The Contractor shall commence the

Work on the date indicated in the Notice to Proceed and shall diligently prosecute said Work so as to complete the entire project and place it in use within the calendar days noted for each location.

3. SCOPE OF THE WORK: The Work includes the furnishing of all necessary machinery, equipment, tools, labor, and other construction means, and all materials required to perform the Work and including the placing of the Work into acceptable operation.

4. LOCATION: All work under this Contract will be located in Randolph County, Georgia and as noted by the attached maps.

5. EXTENSION OF TIME AND FAILURE TO COMPLETE ON TIME: The Contract Time may only be changed by a Change Order or a Written Amendment. The Contract Time will only be extended in an amount equal to time lost due to delays beyond the control of

CONTRACTOR.

Failure to complete the Project on or before the stipulated completion date will result in the assessment of liquidated damages in the amount as stated in item ten (10) of the Notice to Bidders.

6. REPORTS AND DRAWINGS USED BY THE OWNER: In the preparation of Drawings and Specifications, OWNER has relied upon:

6.1 The site inspection of physical conditions regarding existing surface and subsurface structures (except Underground Facilities) which are contiguous to the site of the Work.

a. None

6.2 Reports of explorations and tests of subsurface conditions at the site of the work were not conducted.

a. None

7. SANITARY CONVENIENCES: The CONTRACTOR shall provide adequate sanitary conveniences for use of those employed on the work and their use shall be strictly enforced. Such conveniences shall be made available when the first employees arrive on the site and shall be removed after the departure of the last employees from the job.

8. ENVIRONMENTAL IMPACT: The CONTRACTOR shall conduct all operations so as to minimize, to the greatest extent possible, adverse environmental impact.

8.1 Sediment: Contractor shall provide and utilize all BMP’s (Best Maintenance Practices) necessary to ensure no sediment is allowed to escape the areas of construction.

8.2 Noise: All equipment and machinery shall be provided with exhaust mufflers maintained in good working order so as to reduce operating noise to minimum levels.

8.2 Dust/Smoke: All equipment movements shall be accompanied by a minimum of dust. Traveled surfaces and earthwork shall be maintained in a moist condition to avoid the generation of dust or the airborne movement of particulate matter under all prevailing atmospheric conditions.

Burning operations will be conducted only with written permission of the OWNER and/or appropriate regulatory agency. The CONTRACTOR shall be responsible for obtaining all permits and comply with all codes, ordinances and regulations pertaining to the burning.

8.3. Traffic: Trucks shall be routed over roads which will result in the least effect on traffic and nuisance to the public. All material shall be loaded in a manner which will preclude the loss of any portion of the load in transit, including covering, if necessary.

9. ADJUSTMENT OF DISCREPANCIES: In all cases of discrepancies between the various dimensions, the matter shall be submitted to the PUBLIC WORKS DRIECTOR for clarification. Without such a decision, discrepancies shall be adjusted by the CONTRACTOR at his own risk and in settlement of any complications arising from such adjustment, the CONTRACTOR shall bear all of the extra expense involved.

10. CONTRACTOR'S LIABILITY INSURANCE: CONTRACTOR shall purchase and maintain such comprehensive general liability and other insurance as is appropriate for the Work being performed and furnish a certificate of insurance to Owner prior to execution of Contract Documents. CONTRACTOR will also provide protection from claims set forth below which may arise out of or result from CONTRACTOR's performance and furnishing of the Work and CONTRACTOR's other obligations under the Contract Documents, whether it is to be performed or furnished by CONTRACTOR, by any Subcontractor, by anyone directly or indirectly employed by any of them to perform or furnish any of the

Work, or by anyone for whose acts any of them may be liable.

10.1 Claims under workers' or workmen's compensation, disability benefits and other similar employee benefit acts;

10.2. Claims for damages because of bodily injury, occupational sickness or disease, or death on CONTRACTOR's employees;

10.3. Claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOR's employees;

10.4. Claims for damages insured by personal injury liability coverage which are sustained (a) by any person as a result of an offense directly or indirectly related to the employment of such person by CONTRACTOR, or (b) by any other person for any other reason;

10.5. Claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting there from;

10.6. Claims arising out of operation of Laws or Regulations for damages because of bodily injury or death of any person or for damage to property; and

10.7. Claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle.

10.8. The comprehensive general liability insurance required in this section will include contractual liability insurance applicable to CONTRACTOR's obligations.

10.9. To the fullest extent permitted by Laws and Regulations CONTRACTOR shall indemnify and hold harmless RANDOLPH COUNTY and the PROJECT MANAGER and their consultants, agents and employees from and against all claims, damages, losses, sickness and expenses, direct, indirect or consequential arising out of or resulting from the performance of the Work.

10.10. In any and all claims against RANDOLPH COUNTY and the PROJECT MANAGER or any of their consultants, agents or employees by any employee of CONTRACTOR, any Subcontractor, any person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, the indemnification obligation in paragraph 10.9 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for CONTRACTOR or any such Subcontractor or other person or organization under workers' or workmen's compensation acts, disability benefit acts or other employee benefit acts.

The limits of liability for the insurance required above shall provide coverage for not less than the following amounts or greater where required by Laws and Regulations:

a. GENERAL LIABILITY $2,000,000.00 General Liability combined single limit per occurrence, for bodily injury, personal injury, and property damage.

b. GENERAL AGGREGATE $3,000,000.00

c. AUTOMOBILE LIABILITY $1,000,000.00 Automobile Liability combined single limit per accident, for bodily injury and property damage, when applicable.

d. WORKER’S COMPENSATION AND EMPLOYERS LIABILITY $1,000,000.00 Employers Liability limit per accident and worker’s compensation as per statutory requirements.

11. (OMITTED)

12. RESTORATION: The CONTRACTOR shall conduct his operations so that restoration of roadways, driveways, ditches and easements is complete at the time a request for final inspection is made by the Contractor.

NOTE: Reasonable care shall be taken during construction to avoid damage to off-site vegetation. Tree trunks receiving damage from equipment shall be treated with a tree dressing per National Arborist Association recommendations.

13. MAINTENANCE DURING CONSTRUCTION: The CONTRACTOR shall maintain the

Work from the beginning of construction operations until final acceptance. This maintenance shall constitute continuous and effective work prosecuted day by day with adequate equipment and forces to the end that the site is kept in satisfactory condition at all times, including satisfactory signing or marking as appropriate. Upon completion of the Work, the CONTRACTOR shall remove all construction signs and barriers before final acceptance.

While undergoing…