Invitation to Bid 2026 LMIG/TSPLOST Road Resurfacing Project

ITB# 050526

The Lee County Board of Commissioners is accepting sealed written bids from qualified contractors for road resurfacing services for the following 12 roads in Lee County: Winifred Road from the Dougherty County Line to Cookville Road, Oakland Parkway from U.S. 82 to the Roundabout, Pinewood Road from the previous paving project (Deer Run) to U.S. 19, Mossy Dell Road from New York Road to S.R. 32., Graves Springs Road from S.R. 32 to Forrester Parkway, and all of the Canterbury Subdivision including the full length of Greyfriars Ln., Churchill Cir., Daughtry Ln., Ashwood Ct., Thimblemill Dr., Battersea Ct., and Ferrell Ct. In general, these roads are to be patched as directed by Engineer, leveled with either 100 lbs / sy of OGI or 85 lbs/sy of 9.5 mm asphalt and topped with either 165 lbs/sy of 12.5 mm asphalt or 135 lbs/sy of 9.5 mm asphalt overlay. Winifred Road is to be widened by milling a minimum 9” into the existing edge of asphalt to redevelop the edge of pavement. Mossy Dell Road is to be widened by milling a minimum 12” into the existing edge of asphalt to redevelop the edge of pavement. Forrester Parkway will be restriped from State Route 133 to Philema Road. Other included items are high build traffic striping, rumble strips, stop bars, shoulder grading and other misc. items pertaining to the project.

See attached Bid Form for detailed quantities. Maps (see Exhibit A), specifications, bid form, and other information are attached.

There will be a mandatory pre-bid meeting on Tuesday, April 21, 2026 at 2:00 pm in the Opal Cannon Auditorium of the T. Page Tharp Building located at 102 Starksville Avenue North Leesburg, Georgia 31763. All bidders must attend the pre-bid meeting to submit a bid.

If you choose to submit a written bid on this project, your sealed bid must be marked “2026 LMIG/TSPLOST Resurfacing Project” and delivered to the Lee County Board of Commissioners Office at the T. Page Tharp Building located at 102 Starksville Avenue North Leesburg, Georgia 31763, no later than 2:00 pm on Tuesday, May 5, 2026. All bids will be opened and read aloud during a public bid opening at 2:00 pm on Tuesday, May 5, 2026, in the Opal Cannon Auditorium of the T. Page Tharp Building located at 102 Starksville Avenue North Leesburg, Georgia 31763. The public is invited to attend this bid opening. No bids shall be withdrawn for a period of 60 days after the bid opening.

Bidders are required to examine all maps, specifications and data mentioned in the specifications, contracts, or proposals on file with Lee County at 102 Starksville Avenue North Leesburg, Georgia, or at such other location or locations established by Lee County from time to time with respect to such proposed project. No plea of ignorance of conditions that exist or that may exist after the date of these instructions, or of any conditions or difficulties that may be encountered in the execution of the work under any contract issued hereunder, resulting from the bidder’s failure to make the necessary examinations and investigations, shall be accepted as an excuse for any failure or omission on the part of the successful bidder to fulfill in every detail all requirements of any contract issued hereunder. Nor will such reasons be accepted as a basis for any claims whatsoever for extra compensation, change orders, or an extension of time to complete the required work under the contract issued hereunder.

Any bid submitted unsealed, unsigned, fax transmissions, email transmissions, or received subsequent to the aforementioned date and time, will be disqualified. Contractors are responsible for informing any commercial delivery service, if used, of all delivery requirements and for ensuring that the required address information appears on the outer wrapper or envelope used by such service. The submittal must be signed by a company officer who is legally authorized to enter into a contractual relationship in the name of the contractor. Failure to comply with the written requirements for this project may result in disqualification of the submittal by the Lee County Board of Commissioners.

The Board of Commissioners reserves the right to accept or reject any or all bids received and/or disregard informalities or irregularities in the Bids received. There will be no addendums to the contract once the contract has been accepted and signed, unless initiated by the County. If additional information is needed, please contact Brent Davis, Project Manager, Reliable Engineering at (229) 224-3299 or brent@reliableeng.net. The Lee County Board of Commissioners is an Equal Opportunity Employer.

In the event that any corrections or amendments to this Invitation to Bid are deemed necessary or appropriate, such corrections or amendments shall be issued by the Lee County Board of Commissioners in written addenda issued prior to the due date for bids. Potential Bidders should not rely on any representations, statements or explanations other than those made in this document or in any addenda to this document. Where there appears to be a conflict between this Invitation to Bid and any addenda issued, the last addenda issued will prevail. Addenda will be published on the Lee County Board of Commissioners’ website at www.leecountyga.gov. Potential Bidders are encouraged to check such website regularly for immediate access to issued addenda.

All expenses involved with the preparation and submission of the Invitation to Bid to the Lee County Board of Commissioners, or any work performed in connection therewith is the responsibility of the Bidder(s). Submission of any proposal indicates acceptance of the conditions contained in this document unless clearly and specifically noted otherwise in the proposal.

The Lee County Board of Commissioners operates with a five (5) member County Commission. It is anticipated that Bidder(s) may need to make one or more appearances at County Commission meetings to answer questions or present results. The documentation provided herein is intended to provide a common methodology of development and basic technical skills for proposal purposes.

mailto:brent@reliableeng.net http://www.leecountyga.gov/

Your written and sealed bid must include at a minimum:

Completed attached bid form and bid schedule with a total cost of services

A bid bond, or an irrevocable letter of credit, or a cashier’s check in the amount of 10% of the bid amount payable to the Lee County Board of Commissioners from a company authorized to do business in the State of Georgia

An authorized signature on written oath stating that the contractor has not restricted competitive bidding

In addition, the successful contractor shall submit the following items within ten calendar days of written notification from the county of the bid award:

Proof of workers’ compensation insurance if required by Georgia law

Proof of general liability insurance in the amount of at least $1,000,000.00 naming the Lee County

Board of Commissioners as an additional insured

Proof of automobile liability insurance in the amount of at least $1,000,000.00 naming the Lee

County Board of Commissioners as an additional insured

A performance bond in the amount of the bid. The performance bond shall be payable to the

Lee County Board of Commissioners from a company authorized to do business in the State of Georgia.

A payment bond in the amount of the bid. The payment bond shall be payable to the Lee County

Board of Commissioners from a company authorized to do business in the State of Georgia.

Written certification that the contractor operates a drug free workplace in accordance with

O.C.G.A 50-24-1 through 50-24-6

Completed SAVE Affidavit

Completed Contractor’s Affidavit

Completed Subcontractor’s Affidavit, if applicable

Signed contract (prepared by the County)

Project Information The Contractor Shall:

1) Verify the quantities of materials needed.

2) The cost on the bid form is to include, but not be limited to the below work. See maps for details.

Winifred Road from the Dougherty County Line to Cookville Road Length: 2.62 Miles Average Width: 20 ft.

78 Driveways, (65 Concrete) Tie-in Laural Oak Way to Back of Radius Tie-in Blue Oak Way to Back of Radius Tie-in Live Oak Drive to Back of Radius Tie-in Donley Drive to Back of Radius Tie-in Brackley Drive to Back of Radius Tie-in Dadford Drive to Back of Radius Tie-in Ambleside Drive to Back of Radius

Oakland Parkway from U.S. 82 to the Roundabout Length: 0.87 Miles Average Width: Width Varies 13 Driveways Tie-in Carlton Dr to Back of Radius Tie-in McIntosh Farm Rd to Back of Radius Tie-in Oakside Cir to Back of Radius

Pinewood Road from Deer Run Lane to U.S. 19 Length: 2.96 Miles Average Width: 20 ft.

27 Driveways Tie-in Sherrif Office Drive to Back of Radius Tie-in Drive to Water Tower to Back of Radius Tie-in Jordan Road to Back of Radius

Mossy Dell Road from New York Road to S.R. 32 Length: 2.89 Miles Average Width: 20 ft.

14 Driveways 1,300’ of 8” Full Depth Reclamation

Graves Spring Road from S.R. 32 to Forrester Parkway Length: 5.19 Miles Average Width: 24 ft.

97 Driveways Tie-in McDonald Ct to Back of Radius Including Turn Lane Tie-in Garrett Dr. to Back of Radius Tie-in Trailer Park Entrance to Back of Radius

Canterbury Subdivision – The Full Lengths of Greyfriars, Churchill, Thimblemill, Daughtry, Ferrell, Battersea, and Ashwood.

Length: 1.81 Miles Average Width: 20-24 ft.

83 Driveways 3 Cul-de-sacs

3) Begin work on this project within 90 calendar days of written notification from the County to proceed.

4) Perform all work on this project in accordance with the Georgia Department of Transportation

Standard Specifications, 2013 Edition, as amended by supplemental specifications and contract provisions.

5) Maintain all aspects of the project including interim grading, drainage, and traffic control devices until the Board of Commissioners accepts the project.

6) Be responsible for all erosion control items covered and not covered in this contract and in accordance with O.C.G.A. Title 12, Chapter 7 entitled, “The Erosion and Sedimentation Control Act of 1975, as amended in 1989”.

7) Repair any damage done to any existing roadway caused by negligence or faulty workmanship using like materials and construction.

8) Tie-in any existing roadway entrances to the newly paved road using the same roadway surface material shown in the contract. The contractor shall also prepare said roadway entrances using GDOT specifications prior to resurfacing. The contractor shall only work on the county’s right-of-way.

9) Use only attached bid form and items list.

10) Complete all work on this project by 5:00pm 90 days from the time the notice to proceed is received, or liquidated damages of $100.00 per day will be assessed against the contractor. An extension of time may be granted by Lee County, in its sole and absolute discretion, beyond the deadline for project completion, in the event that, during the course of the performance of the contract, the work required by the contract cannot be performed as a direct result of inclement weather. No liquidated damages will be charged or payable with respect to any day that Lee County determines that the contract work cannot be performed due to inclement weather, and the date for completion shall be extended day for day for each day that it is determined that the contractor is unable to perform due to inclement weather.

The County Shall:

1) Make the necessary arrangements with the utility companies and request them to relocate all utilities out of the limits of construction if applicable.

2) Pay the contractor in monthly payments in accordance with voucher reports. A ten percent retainage of the bid amount will be withheld from the contractor until the Board of Commissioners accepts the project. This contract shall not exceed the contractor’s bid amount without prior written approval from the Board of Commissioners. All extra work approved by the Board of Commissioners shall be paid on the basis of unit price as stated in the contractor’s bid.

SPECIAL PROVISION

1) Contractors must be Georgia Department of Transportation certified.

2) STANDARD SPECIFICATIONS. Construction shall conform to Georgia Department of

Transportation Standard Specifications, latest edition.

3) TRAFFIC. The contractor shall maintain safe traffic conditions at all times.

4) All tie-ins to existing pavement shall be smooth and uniform.

5) All bids must have an affidavit from the contractor and any subcontractors that it has registered with a federal work authorization program, for example E-Verify, operated by U.S. Department of Homeland Security to verify immigration status of employee (O.C.G.A. 13-10-91).

6) STRIPING. Striping on indicated road may include, but not be limited to centerline, edge, stop bars, hatching, and R.P.M.’s. All existing striping should be noted and replicated after resurfacing.

Temporary striping shall include center and edge lines on all roads that currently have striping. Final centerline and edge lines shall be high build paint per GDOT Section 652. Stop bars shall be Thermoplastic per Section 653, and R.P.M.’s per Section 654. All striping shall conform to the MUTCD (latest edition).

7) GRASS IN ASPHALT. The Contractor is responsible for clipping the edge of pavement and removing grass from roadways prior to resurfacing. Grass should be killed by way of herbicide or other acceptable means if growing in the roadway. Any grass that grows back through the resurfaced road will be the Contractor’s responsibility to eradicate. Any damage caused by the grass will be repaired at the Contractors expense.

8) INSURANCE REQUIREMENTS

A) The Contractor shall carry Public Liability, Property Damage, and Vehicle Liability Insurance covering operation on and off site, with the Lee County Board of Commissioners named as an additional insured, in the limits of:

1. Public Liability $1,000,000.00

2. Property Damage $1,000,000.00

3. Automobile Liability B.I. $1,000,000.00 P.D. $1,000,000.00

B) The Contractor shall carry Workers’ Compensation Insurance for all employees engaged in the work, and shall require all Sub-Contractors to do so.

C) The Contractor shall be solely responsible for all liabilities, suits, actions, and claims of every character whatsoever incurred or brought for or on account of any injuries (including death) damages, or loss incurred, received, or sustained or claimed to have been incurred, received or sustained by any person or persons or to any property, real or personal, whether on or adjacent to the job site or not, rising out of or in any way connected with the matters and things set forth in these specifications, or other of the contract documents, whether due to the negligence of Contractor, Lee County, or otherwise, and the Contractor covenants and agrees to indemnify and save harmless Lee County, and its elected officials, employees, and from any and all from all liabilities charges, expenses and cost on account of or by reason of any such injuries, damages, liabilities, claims, suits, or losses, referenced above, however occurring, including any costs incurred in defending against the same. To further assure the performance of this covenant the Contractor shall procure and constantly maintain in force at its expense, the liability insurance set forth in Section 1B – 16, “Requirement of Contract Surety.”

9) The Contractor will be responsible for repairing the shoulders on the roads after resurfacing.

Shoulder material should be free of clumps. Contractor shall be responsible for shoulder grading until grassing is established or accepted by County. Shoulders will be re-graded as necessary until acceptance.

10) A minimum of a 3-day notice shall be given to the owner, in writing, prior to any full road closures.

11) Work and payment for items specifically not listed on the bid schedule will be considered incidental to the pay items in which the work is required to be performed.

Invitation to Bid Road Resurfacing Services

RFP# 050526

Bid Form

Name of Bidder/ Vendor:

Contact Person:

Mailing Address:

Telephone:

Email:

It is agreed by the undersigned bidder that the signature and submission of this bid represents the bidder’s acceptance of all terms, conditions, and requirements of the bid specifications and, if awarded, the bid will represent the agreement between the parties. No addendums will be allowed unless initiated by the County.

1 1 LS

ITEM UNIT

NO. QTY UNIT PRICE EXTENSION

2 1 LS

3 190 TONS

4 5 EA

5 41 EA

6 24 EA

7 1400 TONS

8 2 EA

9 1800 TONS

10 2950 TONS

11 Solid White Striping, Fog Lines 5.24 LM 12 Yellow Striping, Centerline Replaced In-Kind 2.62 LM 13 Raised Pavement Markers (RPM's) 2.62 LM 14 Stop Bar (Thermo) 8 EA 15 Shoulder Grading 2.62 LM

Sub Total

Road Patch

Leveling with OGI @ 100 lbs/sy Mill Joint

9.5mm Asphalt Pavement Overlay @ 165 lbs/sy

Relocate Brick Mail Box Relocate Standard Mail Box Remove 1' of Concrete Driveway Widening

Mobilization & Demobilization

Incidentals Bonding & Insurance

WINNIFRED ROAD (2.62 MILES)

DESCRIPTION

NO. QTY UNIT PRICE EXTENSION

16 Mobilization & Demobilization 1 LS 17 Traffic Control 1 LS 18 Road Patch 275 TONS 19 Mill Joint 1 EA 20 Mill 2" 6,620 SY 21 Leveling with OGI @ 100 lbs/sy 700 TONS 22 9.5mm Asphalt Pavement Overlay @ 165/220 lbs/sy 1,875 TONS 23 Solid High Build White Striping, Fog Lines 1.68 LM 24 High Build Yellow Centerline Striping, In-Kind 0.84 LM 25 Raised Pavement Markers (RPM's) 0.84 LM

26 3 EA

27 Shoulder Grading 0.74 LM

Sub Total

ITEM UNIT

NO. QTY UNIT PRICE EXTENSION

28 1 LS

29 1 LS

30 155 TONS

31 2 EA

32 Leveling with OGI @ 100 lbs/sy 1,770 TONS 33 12.5mm Asphalt Pavement Overlay @ 165 lbs/sy 2,900 TONS 34 Temporary White Striping, Fog Lines 5.92 LM 35 Temporary Yellow Centerline Striping, In-Kind 2.96 LM

36 2 EA

37 1 EA

38 2.96 LM

Sub Total

OAKLAND PARKWAY (0.84 MILES)

DESCRIPTION

Thermo Stop Bars

PINEWOOD ROAD (2.96 MILES)

DESCRIPTION

Mobilization & Demobilization

Thermo Stop Bars

Shoulder Grading

Traffic Control Road Patch Mill Joint

Turn Arrow

39 Mobilization & Demobilization 1 LS 40 Traffic Control 1 LS 41 Road Patch 85 TONS 42 Widening 1390 TONS 43 Cement Stabilized Reclaimed Base @ 8" Thick 3480 SY 44 Portland Cement @ 50 lbs/sy 87 TONS 45 Bituminous Primer @ 0.15 Gal/SY 522 GAL 46 Mill Joint 2 EA 47 Leveling with OGI @ 100 lbs/sy 1,975 TONS 48 12.5mm Asphalt Pavement Overlay @ 165 lbs/sy 3,125 TONS 49 Solid High Build White Striping, Fog Lines 5.78 LM 50 High Build Yellow Centerline Striping, In-Kind 2.89 LM 51 Raised Pavement Markers (RPM's) 2.89 LM 52 Rumble Strips (Set of 3) 2 EA 53 Shoulder Grading 2.89 LM

Sub Total

ITEM UNIT

NO. QTY UNIT PRICE EXTENSION

54 1 LS

55 1 LS

56 260 TONS

57 2 EA

58 Leveling with OGI @ 100 lbs/sy 3,900 TONS 59 12.5mm Asphalt Pavement Overlay @ 165 lbs/sy 6,075 TONS 60 Temporary White Striping, Fog Lines 10.38 LM 61 Temporary Centerline Striping, In-Kind 5.19 LM 62 Thermo Stop Bars 4 EA 63 Shoulder Grading 5.19 LM

Sub Total

Traffic Control Road Patch Mill Joint

GRAVES SPRING ROAD (2.26 MILES)

DESCRIPTION

Mobilization & Demobilization

MOSSY DELL ROAD (2.89 MILES)

64 Mobilization & Demobilization 1 LS 65 Traffic Control 1 LS 66 Road Patch 165 TONS 67 Mill Joint 1 EA 68 9.5 mm Leveling @ 85 lbs/sy 995 TONS 69 9.5mm Asphalt Pavement Overlay @ 135 lbs/sy 1,770 TONS 70 Solid High Build White Striping, Fog Lines 3.00 LM 71 High Build Yellow Centerline Striping, In-Kind 1.50 LM 72 Raised Pavement Markers (RPM's) 1.50 LM 73 Thermo Stop Bars 9 EA 74 Shoulder Grading 1.81 LM

Sub Total

ITEM UNIT

NO. QTY UNIT PRICE EXTENSION

75 Solid High Build White Striping, Fog Lines 10.34 LM 76 High Build Yellow Centerline Striping, In-Kind 5.17 LM 77 Raised Pavement Markers (RPM's) 5.17 LM 78 RR Crossing Marking 2 EA 79 Turn Arrows 21 EA 80 Hatching, Yellow 2,030 SY 81 Thermo Stop Bars 2 EA

Sub Total

TOTAL FOR ALL ROADS

82 Replace Brick Mailbox (In-Kind) 1 EA 83 Sand 400 TONS

Additive Line Items

CANTERBURY SUBDIVISION (1.81 MILES)

GREYFRIARS LN., CHURCHILL CIR., DAUGHTRY LN., ASHWOOD CT.,

THIMBLEMILL DR., BATTER CT., AND FERRELL CT.

DESCRIPTION

FORRESTER PARKWAY RESTRIPING (5.17 MILES)

Authorized Signature: ___________________________________Title: __________________

Name Printed: _________________________________________ Date: __________________

MEASUREMENT AND PAYMENT SECTION

Description: Bonding and Insurance Payment: Lump Sum Measurement: None Work Required: Includes the cost associated with the required bonds and insurance. Payments will be approved at 100% once the engineer approves the required documentation.

Description: Mobilization & Demobilization Payment: Lump Sum. 50 percent of Bid amount when Work has begun, 50 percent when Work is complete and Site fully restored Measurement: Each Work Required: For Mobilization: Transporting equipment to Site For Demobilization: Removal of equipment from Site, removal of temporary facilities, and completion of all restoration

Description: Traffic Control Payment: Lump Sum, prorated to a monthly basis Measurement: None Work Required: Includes the Traffic Control Plan of Action, providing, placing, moving, operating, and maintaining the necessary barricades, signs, temporary lane markings and devices for the life of Project, and removing barricades, signs, and devices when the Work is complete. No separate payment will be made for traffic control or maintaining highways, streets, roadways and driveways.

Description: Utility Location Investigation Payment: None Measurement: No separate payment will be made for this item. Work and payment will be considered incidental to the pay item in which the work is required to be performed.

Work Required: Includes preliminary surface exploration, protection of other utilities, excavation, backfilling, temporary roadway surface, and other Work required for a complete job. Utility location investigation shall be performed only as directed by ENGINEER.

Description: Road Patch Payment: Per ton, compacted-in-place Measurement: Truck load tickets Work Required: Work shall include milling 4”-6” of existing damaged base and pavement in areas indicated by

Engineer or marked on the pavement, priming, and replacing with 4”-6” of 19 mm Superpave Asphalt. Also includes primer, clean up and legal disposal of dust and other debris, all material, compaction, testing, and work required for complete job.

Description: Relocate Brick Mailbox Payment: Each Measurement: Each Brick Mailbox Relocated.

Work Required: Includes all labor, materials, tools, and incidental items necessary to excavate around, lift mailbox, pour new foundation, remove old foundation, and reset mailbox 30” from new edge of pavement, along with legal disposal of debris, and any other labor or materials required for a complete job. Mailbox to be relocated are 745, 739, 647, 621 and 408.

Description: Rebuild Brick Mailbox

Measurement: Each Brick Mailbox Rebuilt.

Work Required: Includes all labor, materials, tools, and incidental items necessary to rebuild brick mailbox as identical as possible to the mailbox to be replaced. This line item is to be used in case irreparable damage is caused to the mailbox during relocation.

Description: Relocate Standard Mailbox

Measurement: Each Standard Mailbox Relocated.

Work Required: Includes all labor, materials, tools, and incidental items necessary to relocate standard mailbox

30” from new edge of pavement, along with any other labor or materials required for a complete job.

Description: Remove 1.0’ of Concrete Driveway

Measurement: Each Driveway Removed.

Work Required: Includes all labor, materials, tools, and incidental items necessary to sawcut and remove 1.5’ of concrete driveway so that the road can be widened, legal disposal, and any other labor or materials required for a complete job.

Description: Mill Joint

Measurement: Each Joint Milled Work Required: Work shall include milling a joint to create a vertical joint to begin or end resurfacing. Also includes clean up and legal disposal of dust and debris.

Description: Milling 2.0” Asphalt Payment: Per Square Yard Measurement: Actual width multiplied by actual length milled, for the thicknesses listed on Bid Form.

Work Required: Work shall include milling the existing pavement at the depth specified or directed by the engineer. Also includes clean up and legal disposal of dust and debris.

Description: Widening Payment: Per ton, compacted-in-place Measurement: Truck load tickets Work Required: Work shall include milling 4” deep and 2’ wide along each side of pavement. 1’ of the existing edge of pavement should be milled up to widen the road by 1’ on each side. Also includes priming the vertical face, and replacing with 4” of 19 mm Superpave Asphalt, clean up and legal disposal of millings and other debris, all material, compaction, testing and work required for complete job.

Description: Cement Stabilized Reclaimed Base Payment: Per Square Yard Measurement: Actual width multiplied by actual length Work Required: Includes mix design to be approved by Engineer, bores, roadbed preparation, labor, materials, tools, equipment, mixing cement, shaping, pulverizing, watering, compacting, compaction testing, defect repair, maintenance and materials required for the preparation of the existing roadway to match the proposed typical cross section and required for a complete job.

Description: Portland Cement Payment: Per ton, mixed-in-place.

Measurement: Truck load tickets.

Work Required: Includes material and hauling to site and any incidentals required for a complete job. Material shall conform to GDOT Specification 301. Quantity is based on 50 lbs/sy mix design.

Description: Bituminous Primer Payment: Per Gallon.

Measurement: Per Gallon.

Work Required: Includes labor, equipment, and materials required for a complete job as specified in Section

02740 Bituminous Concrete Paving

Description: Sand Payment: Per Ton Measurement: Truck Load Tickets.

Work Required: Includes labor, haul, equipment, and materials required to spread sand on existing pavement if called for by the mix design.

Description: Leveling Payment: Per ton, compacted-in-place Measurement: Truck load tickets Work Required: All labor, equipment, and materials required for a complete job. Work also includes Tack Coat and blading the existing pavement and shoulder prior to paving.

Description: Asphalt Overlay Payment: Per ton, compacted-in-place Measurement: Truck load tickets Work Required: All labor, equipment, and materials required for a complete job. Work also includes Tack Coat.

Any shoulder work required after resurfacing will be done at the Shoulder Grading unit price.

Description: Solid High Build White Striping, Fog Lines Payment: Per Linear Mile Measurement: Actual length of road down the edge of pavement for a single lane Work Required: All labor, equipment, materials, tools, and incidental items necessary to complete the work for permanent high build white striping along both sides of the pavement, or outer lane, and complete job as specified in Section 652 – Painting Traffic Stripe in the GDOT Standard Specifications

Description: High Build Yellow Centerline Striping, In-Kind Payment: Per Linear Mile Measurement: Actual length of road down the centerline Work Required: All labor, equipment, materials, tools, and incidental items necessary to complete the work for placing permanent high build yellow striping along the centerline of the pavement, replaced in-kind, and a complete job as specified in Section 652 – Painting Traffic Stripe in the GDOT Standard Specifications.

Description: Stop Bars

Measurement: Each Stop Bar Placed Work Required: All labor, equipment, materials, tools, and incidental items necessary to complete the work for replacing stop bars with thermoplastic paint as specified in Section 653 – Thermoplastic Traffic Stripe in the GDOT Standard Specifications.

Description: Transverse Rumble Strips Payment: Each (Set of Three) Measurement: Each Set of Rumble Strips Placed Work Required: All labor, equipment, materials, tools, and incidental items necessary to complete the work for

Description: Turn Arrow

Measurement: Each Turn Arrow Placed Work Required: All labor, equipment, materials, tools, and incidental items necessary to complete the work for

Description: Raised Pavement Markers

Measurement: Actual length of road down the centerline Work Required: All labor, equipment, materials, tools, and incidental items necessary to complete the work for permanent raised pavement markers as specified in Section 654 – Raised Pavement Markers in the GDOT Standard Specifications. Raised Pavement Markers will follow GDOT Construction Details T-15A and T-15C.

Description: Shoulder Grading

Measurement: Actual length of road down the centerline Work Required: This work includes restoring shoulders after pavement is overlayed. Restore shoulders by adding fill or removing dirt and disposing offsite so that the difference in the elevations of the edge of the new pavement and shoulder are no greater than 2”. Shoulder fill should not contain large rocks or debris.

PATCHING LIST

Patch # Location Lane Length Width SF SY Thickness Tonnage

Winnifred Starting at DoCo Line

1 Winnifred Road Left 128 7 896 99.6 4" 21.9 2 Winnifred Road Right 445 7 3115 346.1 4" 76.1 3 Winnifred Road Left 60 7 420 46.7 4" 10.3 4 Winnifred Road Right 40 7 280 31.1 4" 6.8 5 Winnifred Road Left 85 7 595 66.1 4" 14.5 6 Winnifred Road Right 150 7 1050 116.7 4" 25.7 7 Winnifred Road Left 90 7 630 70.0 4" 15.4 8 At Engineers Discretion 19.2

776.2 190.0

Oakland Parkway Starting at U.S. 82

1 Oakland Parkway Left 30 13 390 43.3 4" 9.5 2 Oakland Parkway Right 100 12 1200 133.3 4" 29.3 3 Oakland Parkway Right 40 17 680 75.6 4" 16.6 4 Oakland Parkway Right 85 12 1020 113.3 6" 37.4 5 Oakland Parkway Left 90 12 1080 120.0 6" 39.6 6 Oakland Parkway Left 70 12 840 93.3 6" 30.8 7 Oakland Parkway Right 45 7 315 35.0 4" 7.7 8 Oakland Parkway Left 15 10 150 16.7 4" 3.7 9 Oakland Parkway Left 42 7 294 32.7 4" 7.2

10 Oakland Parkway Left 60 12 720 80.0 4" 17.6 11 Oakland Parkway Right 53 7 371 41.2 4" 9.1 12 Oakland Parkway Right 50 12 600 66.7 4" 14.7 13 Oakland Parkway Left 50 7 350 38.9 4" 8.6 14 Oakland Parkway Left 35 12 420 46.7 4" 10.3 15 Oakland Parkway Right 35 7 245 27.2 6" 9.0 16 At Engineers Discretion 24.0

963.9 275.0

Pinewood Road Starting at U.S. 19

1 Pinewood Road Driveway Left 20 7 140 15.6 4" 3.4 2 Pinewood Road Left 65 7 455 50.6 4" 11.1 3 Pinewood Road Driveway Right 67 7 469 52.1 4" 11.5 4 Pinewood Road Both 33 20 660 73.3 4" 16.1 5 Pinewood Road Left 25 7 175 19.4 4" 4.3 6 Pinewood Road Driveway Right 90 7 630 70.0 4" 15.4 7 Pinewood Road Driveway Left 80 7 560 62.2 4" 13.7 8 Pinewood Road Driveway Right 50 7 350 38.9 4" 8.6 9 Pinewood Road Right 105 7 735 81.7 4" 18.0

10 Pinewood Road Left 30 7 210 23.3 4" 5.1 11 Pinewood Road Driveway Left 28 7 196 21.8 4" 4.8 12 Pinewood Road Right 60 7 420 46.7 4" 10.3 13 Pinewood Road Right 50 7 350 38.9 4" 8.6 14 Pinewood Road Left 40 7 280 31.1 4" 6.8 15 At Engineers Discretion 17.4

625.6 155.0

Mossy Dell Road Starting at New York Road 1 Mossy Dell Right 45 10 450 50.0 4" 11.0 2 Mossy Dell Left 50 7 350 38.9 4" 8.6 3 Mossy Dell Right 40 7 280 31.1 4" 6.8 4 Mossy Dell Left 60 7 420 46.7 4" 10.3 5 Mossy Dell Left 80 7 560 62.2 4" 13.7 6 Mossy Dell Right 50 7 350 38.9 4" 8.6 7 Mossy Dell Right 40 7 280 31.1 4" 6.8 8 Mossy Dell Right 40 7 280 31.1 4" 6.8 9 At Engineers Discretion 12.4

330.0 85.0

Graves Spring Road Starting at Forrester 1 Graves Spring Road Left 45 12 540 60.0 4" 13.2 2 Graves Spring Road Right 24 7 168 18.7 4" 4.1 3 Graves Spring Road Left 50 7 350 38.9 4" 8.6 4 Graves Spring Road Left 58 7 406 45.1 4" 9.9 5 Graves Spring Road Left 265 7 1855 206.1 4" 45.3 6 Graves Spring Road Left 30 7 210 23.3 4" 5.1 7 Graves Spring Road Right 95 7 665 73.9 4" 16.3 8 Graves Spring Road Right 250 12 3000 333.3 4" 73.3 9 Graves Spring Road Right 50 7 350 38.9 4" 8.6

10 Graves Spring Road Left 95 7 665 73.9 4" 16.3 11 Graves Spring Road Left 30 7 210 23.3 4" 5.1 12 Graves Spring Road Left 100 7 700 77.8 4" 17.1 13 Graves Spring Road Left 50 7 350 38.9 6" 12.8 15 Graves Spring Road Right 5 7 35 3.9 4" 0.9 16 At Engineers Discretion 23.4

1056.0 260.0

Cantebury Subdivision 1 Greyfriars Ln Right 105 7 735 81.7 4" 18.0 2 Greyfriars Ln Right 18 7 126 14.0 4" 3.1 3 Churchill Cir Right 80 7 560 62.2 6" 20.5 4 Churchill Cir Right 14 7 98 10.9 6" 3.6 5 Churchill Cir Right 18 7 126 14.0 6" 4.6 6 Churchill Cir Left 8 7 56 6.2 6" 2.1 7 Churchill Cir Right 65 7 455 50.6 6" 16.7 8 Churchill Cir Left 120 7 840 93.3 6" 30.8 9 Daughtry Ln Right 8 7 56 6.2 6" 2.1

10 Ashwood Ct Left 30 7 210 23.3 4" 5.1 11 Ashwood Ct Left 15 12 180 20.0 4" 4.4 12 Ashwood Ct Left 28 12 336 37.3 4" 8.2 13 Ashwood Ct Cul-de-sac 15 14 210 23.3 4" 5.1 14 Battersea Ct Left 20 7 140 15.6 4" 3.4 15 Battersea Ct Right 8 7 56 6.2 4" 1.4 16 Ferrall Ct Left 10 7 70 7.8 4" 1.7 17 Ferrall Ct Right 12 7 84 9.3 4" 2.1 18 Thimblemill Dr Left 15 7 105 11.7 4" 2.6 19 Thimblemill Dr Right 70 7 490 54.4 4" 12.0 20 At Engineers Discretion 17.6

548.1 165.0

Lee County, Georgia

Non-Collusion Certification

The undersigned bidder certifies that I have not directly or indirectly entered into any agreement, participated in any collusion, nor otherwise taken any action in restraint of free competitive bidding in connection with this submitted bid.

Authorized Signature: ____________________________________________________

Name Printed: __________________________________________________________

Name of Company: ______________________________________________________

Date: _____________________________

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SHEET

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OF

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EXHIBIT A - IMPROVEMENT LOCATION MAP

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MAGNETIC

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LEE COUNTY, GEORGIA

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2026 LMIG/TSPLOST RESURFACING PROJECT