ITB 26_PW04_ FY26 Asphalt R_R.pdf

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Bid Number:

ITB 26-PW04

Project Name FY26 Asphalt Reconstruction and Resurfacing (Project #PW-PAVE26)

Due Date and Time: February 11, 2026, by 2:00 p.m. EST

*Link for virtual bid opening will be posted as a “Communication” under this solicitation listing on the City’s procurement portal, BidNet Direct.

Number of Pages: 115

ISSUING DEPARTMENT INFORMATION

Issue Date:

January 15, 2026

City of Milton Public Works Department 2006 Heritage Walk Milton, GA 30004

Phone: 678-242-2500

Website: www.miltonga.gov

INSTRUCTIONS TO BIDDERS

Electronic Submittal: **Bids must be submitted electronically via Milton’s BidNet procurement portal/platform at www.miltonga.gov If you have not registered as a vendor via BidNet we encourage you to register. There is no cost to join, and you will be notified of any potential bid opportunities with the City of Milton as well as other agencies who are part of the Georgia Purchasing Group.

Mark Face of Envelope/Package:

Bid Number: ITB 26-PW04 Name of Company or Firm

Special Instructions:

Deadline for Written Questions January 27, 2026 by 5:00 p.m.

Submit questions online via the BidNet Direct procurement portal at www.miltonga.gov/finance/bids-rfps

BIDDERS MUST COMPLETE THE FOLLOWING

Bidder Name/Address:

Authorized Bidder Signatory:

(Please print name and sign in ink)

Bidder Phone Number: Bidder FAX Number:

Bidder Federal I.D. Number: Bidder E-mail Address:

BIDDERS MUST RETURN THIS COVER SHEET WITH BID RESPONSE

CITY OF MILTON INVITATION TO BID

(THIS IS NOT AN ORDER)

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Table of Contents

Topic Page

Definitions 3

Invitation to Bid 4

Schedule of Events 5

Bidding Instructions (What must be submitted) 6

Insurance/Bond Requirements 7

Bid Form and Addenda Acknowledgement 11

Bid Bond (3 pages) 13

Qualifications Signature and Certification 16

Corporate Certificate 16

List of Subcontractors 17

Contractor Affidavit and Agreement (eVerify) 18

Disclosure Form 19

Project Specifications 20

Bid Submittal Form (4 pages) 39

General Conditions 43

EPD Air Quality Rules 48

Sample Contract Agreement 49

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DEFINITIONS

COMPW: City of Milton Public Works Department

CY: Cubic Yard

GDOT: Georgia Department of Transportation

ENGINEER: The City of Milton Director of Public Works or a duly authorized representative.

ADA: Americans with Disabilities Act

EA: Each

GAL: Gallon

LF: Linear Feet

LM: Linear Mile

LS: Lump Sum

SY: Square Yard

TN: Ton

MUTCD: Manual on Uniform Traffic Control Devices

OSHA: Occupational Safety and Health Administration

FHWA: Federal Highway Administration

AASHTO: American Association of State Highway and Transportation Officials

FOB: Free on Board

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Invitation to Bid ITB 26-PW04

The City of Milton is accepting sealed electronic bids from qualified firms for the Public Works Department in conformance with Title 32, Chapter 4, Article 4, Part 2 of the Official Code of Georgia Annotated. All work will be done in accordance with Georgia Department of Transportation’s (GDOT) Standard Drawings, Standard Specifications (current edition), and Pay Items Index as standards and specifications for the construction and completion of the work required. All bidders must comply with all general and special requirements of the bid information and instructions enclosed herein.

Sealed bids will be received no later than 2:00 PM Local Time on February 11, 2026.

Electronic bids shall be submitted online via BidNet Direct, the City’s procurement portal, at www.miltonga.gov/finance/bids-rfps .

At approximately 2:30 P.M. Local Time on the day bids are received the bids will be publicly opened and the bidder’s name and total bid amount will be read aloud at: City of Milton City Hall, 2006 Heritage Walk, Milton, GA 30004. *Link for the virtual bid opening will be posted as a “Communication” under this solicitation listing on the City’s procurement portal, BidNet Direct.

Bids received after the above time will not be accepted.

Questions must also be submitted online in the same manner listed above for bids. Deadline for questions is January 27, 2026, at 5:00 p.m. Official answers to questions and potential changes to the ITB (Addendums) will be posted at the same web locations as the ITB on or about January 29, 2026. Any other form of interpretation, correction, or change to this ITB will not be binding upon the City. It is the bidder’s responsibility to check the websites for potential updates. Please refer to Bid (ITB 26-PW04) and bid name (FY26 Asphalt Reconstruction & Resurfacing) when requesting information.

The City of Milton reserves the right to reject any or all bids and to waive technicalities and informalities, and to make award in the best interest of the City of Milton.

The selected contractor must be able to start work within ten (10) calendar days after the “Notice to Proceed” is issued. The time of completion for the project is to be determined prior to the issuance of the “Notice to Proceed.” If weather affects the required completion schedule, The City and selected contractor will negotiate a new completion date. Section

108.08 of the State of Georgia Department of Transportation Standard Specifications Construction of Transportation Systems (current edition) shall be applied.

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SCHEDULE OF EVENTS

FOR REFERENCE ONLY - DO NOT SUBMIT WITH BID RESPONSE

EVENT DATE

ITB Issue Date January 15, 2026

Deadline for Receipt of Written Questions 5:00 PM on January 27, 2026

Posting of Written Answers by City to Websites on or about January 29, 2026

ITB DUE No Later than 2:00 P.M. on February 11, 2026

Tentative Contract Award (on/about) March 2, 2026

Notice to Proceed (on/about) To be coordinated with the Contractor

NOTE: PLEASE CHECK THE CITY WEBSITE (http://www.miltonga.gov) FOR ADDENDA

AND SCHEDULE UPDATES.

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BIDDING INSTRUCTIONS

FAILURE TO RETURN THE FOLLOWING BID DOCUMENTS COULD RESULT IN THE BID

BEING DEEMED NON-RESPONSIVE AND BEING REJECTED:

Item Description Page(s) 1 Filled out and Signed Invitation to Bid (Cover Sheet) 1 2 Bid Form and Addenda Acknowledgement (2 pages) 11-12 3 Bid Bond (3 pages) 13-15 4 Qualifications Signature and Certification 16 5 List of Subcontractors 17 6 Contractor Affidavit and Agreement (eVerify) 18 7 Disclosure Form 19 8 Bid Submittal Form ( 4 pages) 39-42

INFORMATION AND INSTRUCTIONS

The purpose of this solicitation is to enter a unit price “purchasing contract” with one firm to be the primary supplier of FY26 Asphalt Reconstruction and Resurfacing, ITB 26-PW04 (Project #PW-PAVE26).

No specification expressed or implied shall be construed as any type of restrictive specification that would limit competition.

Unless clearly shown as “no substitute” or any words to that effect, any items in these contract documents which have been identified, described or referenced by a brand name or trade name are for reference only. Such identification is intended to be descriptive but not restrictive and is to indicate the general quality and characteristics of products that may be offered. Each bid item for which an equivalent item is proposed must be individually identified on the bid sheet with the following information: brand name, model or manufacturer’s number or identification regularly used in the trade. Photographs, specifications and cut sheets shall be provided of the proposed alternative. The City shall be the sole judge of the suitability of the proposed alternative and may consider function, design, materials, construction, workmanship, finishes, operating features, overall quality, local service facilities, warranty terms and service or other relevant features.

The City reserves the right to cancel the contract at any time, without cause, with 30 days’ written notice.

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Title to any supplies, materials, equipment or other personal property shall remain the Contractors’ until fully paid for by the City.

All items to be bid FOB, Milton, Georgia. No sales taxes are to be charged.

Any damage to any building or traffic control device, or equipment incurred during the course of work shall be repaired at the Contractor’s expense to the complete satisfaction of the City of Milton with no additional expense to the City.

EVALUATION

The City intends to evaluate the ITB on the lowest, responsible and responsive bidder.

Bids may be found nonresponsive at any time during the evaluation or contract process, if any of the required information is not provided; the submitted price is found to be inadequate; or the proposal is not within the specifications described and required in the ITB. If a bid is found to be non-responsive or non-qualified, it will not be considered further.

INSURANCE REQUIREMENTS

Within ten (10) days of Notice of Award, and at all times that this Contract is in force, the Contractor shall obtain, maintain and furnish the City Certificates of Insurance from licensed companies doing business in the State of Georgia with an A.M. Best Rating A-6 or higher and acceptable to the City.

Within ten (10) days of Notice of Award, and at all times that this Contract is in force, the Contractor shall obtain, maintain and furnish the City Certificates of Insurance from licensed companies doing business in the State of Georgia with an A.M. Best Rating A-6 or higher and acceptable to the City. Insurance requirements are provided below and included in the CONTRACT AGREEMENT (Section 7.K).

(1) Requirements: The Contractor shall have and maintain in full force and effect for the duration of this Agreement, insurance insuring against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the Work by the Contractor, its agents, representatives, employees or subcontractors. All policies shall be subject to approval by the City Attorney as to form and content. These requirements are subject to amendment or waiver if so approved in writing by the City.

(2) Minimum Limits of Insurance: Contractor shall maintain the following insurance policies with limits no less than:

(a) Comprehensive General Liability of $1,000,000 (one million dollars) limit per single occurrence, $2,000,000 (two million dollars) umbrella, including coverage for bodily and personal injury, sickness, disease or

ITB 26-PW04 8 | P a g e death, injury to or destruction of property, including loss of use resulting therefrom, vandalism, property loss and theft.

(b) Comprehensive Automobile Liability (owned, non-owned, hired) of $1,000,000 (one million dollars) combined single limit per occurrence for bodily and personal injury, sickness, disease or death, injury to or destruction of property, including loss of use resulting therefrom.

(c) Workers' Compensation limits as required by the State of Georgia and Employers Liability limits of $1,000,000 (one million dollars) per accident.

(3) Deductibles and Self-Insured Retentions: Any deductibles or self-insured retentions must be declared to and approved by the City in writing.

(4) Other Insurance Provisions: The policy is to contain, or be endorsed to contain, the following provisions:

(a) General Liability and Automobile Liability Coverage.

(i) The City and City Parties are to be covered as insureds. The coverage shall contain no special limitations on the scope of protection afforded to the City or City Parties.

(ii) The Contractor’s insurance coverage shall be primary noncontributing insurance as respects to any other insurance or self-insurance available to the City or City Parties. Any insurance or self-insurance maintained by the City or City Parties shall be in excess of the Contractor’s insurance and shall not contribute with it.

(iii) Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City or City Parties.

(iv) Coverage shall state that the Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability.

(v) Coverage shall be provided on a “pay on behalf” basis, with defense costs payable in addition to policy limits. There shall be no cross-liability exclusion.

(vi) The insurer agrees to waive all rights of subrogation against the City and City Parties for losses arising from Work performed by the Contractor for the City for General Liability coverage only.

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(b) Workers' Compensation Coverage: The insurer providing Workers’

Compensation Coverage will agree to waive all rights of subrogation against the City and City Parties for losses arising from Work performed by the Contractor for the City.

(c) All Coverages:

(i) Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled, reduced in coverage or in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City.

(ii) Policies shall have concurrent starting and ending dates.

(5) Acceptability of Insurers: Insurance is to be placed with insurers authorized to do business in the State of Georgia and with an A.M. Bests' rating of no less than A:VI.

(6) Verification of Coverage: Contractor shall furnish the City with certificates of insurance and endorsements to the policies evidencing coverage required by this clause prior to the start of Work. The certificate of insurance and endorsements shall be on a form utilized by Contractor’s insurer in its normal course of business and shall be received and approved by the City within ten

(10) days of the Notice of Award. The City reserves the right to require complete, certified copies of all required insurance policies, at any time. The Contractor shall provide proof that any expiring coverage has been renewed or replaced at least two (2) weeks prior to the expiration of the coverage.

(7) Subcontractors: Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverage for subcontractors shall be subject to all of the requirements stated in this Agreement, including but not limited to naming the Parties as additional insureds.

(8) Claims-Made Policies: Contractor shall extend any claims-made insurance policy for at least six (6) years after termination or final payment under the Agreement, whichever is later.

(9) City as Additional Insured and Loss Payee: The City shall be named as an additional insured and loss payee on all policies required by this Agreement, except the City need not be named as an additional insured and loss payee on any Workers’ Compensation policy.

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BONDING REQUIREMENTS

Each bid must be accompanied with a BID BOND (bond only: certified checks or other forms are not acceptable) in an amount equal to five percent (5%) of the base bid, payable to the City of Milton. Said bid bond guarantees the bidder will enter into a contract to construct the project strictly within the terms and conditions stated in this bid and in the bidding and contract documents, should the construction contract be awarded.

The Successful Bidder shall be required to furnish PAYMENT AND PERFORMANCE BONDS for the faithful performance on the contract and a bond to secure payment of all claims for materials furnished and/or labor performed in performance of the project, both in amounts equal to one hundred percent (100%) of the base bid price.

Bonds shall be issued by a corporate surety appearing on the Treasury Department’s most current list (Circular 570 as amended) and be authorized to do business in the State of Georgia. Bonds shall be on the forms provided by the City and subject to the review and approval of the City Attorney.

Date of Bond must not be prior to date of Contract. If Contractor is a Partnership, all partners shall execute Bond.

OATH

Prior to commencing the Work, the successful bidder shall execute a written oath as required by O.C.G.A. §§ 32-4-122 and 36-91-21(e).

COST OF PREPARING A BID

The costs for developing and delivering responses to this ITB and any subsequent presentations of the proposal as requested by the City are entirely the responsibility of the bidder. The City is not liable for any expense incurred by the bidder in the preparation and presentation of their proposal. All materials submitted in response to this ITB become the property of the City of Milton.

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[BIDDERS MUST RETURN THIS FORM WITH BID RESPONSE]

BID FORM and ADDENDA ACKNOWLEDGEMENT

TO: PURCHASING OFFICE

CITY OF MILTON

MILTON, GEORGIA 30004

Ladies and Gentlemen:

In compliance with your Invitation to Bid, the undersigned, hereinafter termed the Bidder, proposes to enter into a Contract with the City of Milton, Georgia, to provide the necessary machinery, tools, apparatus, other means of construction, and all materials and labor specified in the Contract Documents or as necessary to complete the Work in the manner therein specified within the time specified, as therein set forth, for:

Bid Number ITB 26-PW04 FY26 Asphalt Reconstruction and Resurfacing (Project #PW-PAVE26)

The Bidder has carefully examined and fully understands the Contract, Specifications, and other documents hereto attached, has made a personal examination of the Site of the proposed Work, has satisfied himself as to the actual conditions and requirements of the Work, and hereby proposes and agrees that if his bid is accepted, he will contract with the City of Milton in full conformance with the Contract Documents.

Unless otherwise directed, all work performed shall be in accordance with the Georgia Department of Transportation Standard Specifications, Construction of Transportation Systems (current edition).

It is the intent of this Bid to include all items of construction, and all Work called for in the Specifications, or otherwise a part of the Contract Documents.

In accordance with the foregoing, the undersigned proposes to furnish and construct the items listed in the attached Bid schedule for the unit prices stated.

The Bidder agrees that the cost of any work performed, materials furnished, services provided, or expenses incurred, which are not specifically delineated in the Contract Documents, but which are incidental to the scope, intent, and completion of the Contract, shall be deemed to have been included in the prices bid.

The Bidder further proposes and agrees hereby to promptly commence the Work with adequate forces within ten (10) calendar days from the Notice to Proceed, and to complete all Work as scheduled.

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If weather affects the required completion schedule, the City and selected Bidder will negotiate a new completion date.

Attached hereto is an executed Bid Bond in the amount of __________________ Dollars ($ (Five Percent of Amount Bid).

If this bid shall be accepted by the City of Milton and the undersigned shall fail to execute a satisfactory contract in the form of said proposed Contract, and give satisfactory Performance and Payment Bonds, or furnish satisfactory proof of carriage of the insurance required within ten days from the date of Notice of Award of the Contract, then the City of Milton may, at its option, determine that the undersigned abandoned the Contract and there upon this bid shall be null and void, and the sum stipulated in the attached Bid Bond shall be forfeited to the City of Milton as liquidated damages.

Bidder acknowledges receipt of the following addenda:

Addendum No. Date viewed

Bidder further declares that the full name and resident address of Bidder’s Principal is as follows:

Signed, sealed, and dated this _______ day of _____________, 20_____

Bidder _______________________ (Seal) Company Name

Bidder Mailing Address:

Signature: ________________________________________

Print Name: ______________________________________

Title: _____________________________________________

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[BIDDERS MUST RETURN THESE SHEETS WITH BID RESPONSE]

BID BOND

BIDDER (Name and Address):

SURETY (Name and Address of Principal Place of Business):

OWNER (hereinafter referred to as the “City” (Name and Address):

City of Milton, Georgia ATTN: Purchasing Office 2006 Heritage Walk Milton, Georgia 30004

BID

BID DUE DATE:

PROJECT (Brief Description Including Location):

BOND

BOND NUMBER:

DATE (Not later that Bid due date):

PENAL SUM: _______________________________________________________________________

(Words) (Figures)

IN WITNESS WHEREOF, Surety and Bidder, intending to be legally bound hereby to the City, subject to the terms printed below or on the reverse side hereof, do each cause this Bid Bond to be duly executed on its behalf by its authorized officer, agent or representative.

BIDDER SURETY

(Seal) (Seal) Bidder’s Name and Corporate Seal Surety’s Name and Corporate Seal

By: By: ___________________________ Signature and Title: Signature and Title:

(Attach Power of Attorney)

Attest: Attest:_________________________ Signature and Title: Signature and Title:

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Note: (1) Above addresses are to be used for giving any notice required by the terms of this Bid Bond.

(2) Any singular reference to Bidder, Surety, the City or any other party shall be considered plural where applicable.

1. Bidder and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to pay to the City upon Default of Bidder the penal sum set forth on the face of this Bond.

2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the Bidding Documents (or any extension of that time agreed to in writing by the City) the executed Agreement required by the Bidding Documents and any performance and payment Bonds required by the Bidding Documents.

3. This obligation shall be null and void if:

3.1 The City accepts Bidder’s Bid and Bidder delivers within the time required by the Bidding Documents (or any extension of that time agreed to in writing by the City) the executed Agreement required by the Bidding Documents and any performance and payment Bonds required by the Bidding Documents;

or

3.2 All Bids are rejected by the City; or

3.3 The City fails to issue a Notice of Award to Bidder within the time specified in the Bidding Documents (or any extension of that time agreed to in writing by Bidder and, if applicable, consented to by Surety when required by paragraph 5 hereof).

4. Payment under this Bond will be due and payable upon Default by Bidder within 30 calendar days after receipt by Bidder and Surety of a written Notice of Default from the City, which Notice will be given with reasonable promptness and will identify this Bond and the Project and include a statement of the amount due.

5. Surety waives notice of, as well as any and all defenses based on or arising out of, any time extension to issue a Notice of Award agreed to in writing by the City and Bidder, provided that the total time, including extensions, for issuing a Notice of Award shall not in the aggregate exceed 120 days from Bid due date without Surety’s written consent.

6. No suit or action shall be commenced under this Bond either prior to 30 calendar days after the Notice of Default required in paragraph 4 above is received by Bidder and Surety or later than one year after Bid due date.

7. Any suit or action under this Bond shall be commenced only in a court of competent jurisdiction located in the State of Georgia.

8. Notices required hereunder shall be in writing and sent to Bidder and Surety at their respective addresses shown on the face of this Bond. Such notices may be sent by personal delivery, commercial courier or by United States Registered or Certified Mail, return receipt requested, postage pre-paid, and shall be deemed to be effective upon receipt by the party concerned.

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9. Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority of the officer, agent or representative who executed this Bond on behalf of Surety to execute, seal and deliver such Bond and bind the Surety thereby.

10. This Bond is intended to conform to all applicable statutory requirements. Any applicable requirement of any applicable statute that has been omitted from this Bond shall be deemed to be included herein as if set forth at length. If any provision of this Bond conflicts with any applicable statute, then the provision of said statute shall govern and the remainder of this Bond that is not in conflict therewith shall continue in full force and effect.

11. The term “Bid” as used herein includes a Bid, offer or proposal, as applicable under the particular circumstances.

12. The terms of this Bid Bond shall be governed by the laws of the State of Georgia.

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QUALIFICATIONS SIGNATURE AND CERTIFICATION

I certify that this offer is made without prior understanding, agreement, or connection with any corporation, firm, or person submitting a proposal for the same materials, supplies, equipment, or services and is in all respects fair and without collusion or fraud. I understand collusive bidding is a violation of State and Federal Law and can result in fines, prison sentences, and civil damage awards. I agree to abide by all conditions of the proposal and certify that I am authorized to sign this proposal for the proposer. I further certify that the provisions of the Official Code of Georgia Annotated, including but not limited to Title 32, Chapter 4, Article 4, Part 2 and Sections 45-10-20 et seq. have not been violated and will not be violated in any respect.

Authorized Signature______________________________Date_______________________

Print/Type Name______________________________________________________________

Print/Type Company Name Here_______________________________________________

CORPORATE CERTIFICATE

I, ___________________________________, certify that I am the Secretary of the Corporation named as Contractor in the foregoing bid; that _______________________________________ who signed said bid in behalf of the Contractor, was then (title)_________________________ of said Corporation; that said bid was duly signed for and in behalf of said Corporation by authority of its Board of Directors, and is within the scope of its corporate powers; that said Corporation is organized under the laws of the State of _________________________________.

This ________________ day of ________________, 20______

______________________________________(Seal) (Signature)

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LIST OF SUBCONTRACTORS

I do _________, do not _______, propose to subcontract some of the work on this project. I propose to Subcontract work to the following subcontractors:

Company Name:___________________________________________________

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CONTRACTOR AFFIDAVIT AND AGREEMENT

STATE OF GEORGIA

CITY OF MILTON

By executing this affidavit, the undersigned contractor verifies its compliance with O.C.G.A. § 13-10- 91, stating affirmatively that the individual, firm, or corporation which is engaged in the physical performance of services on behalf of the City of Milton has registered with, is authorized to use and uses the federal work authorization program commonly known as E-Verify, or any subsequent replacement program, in accordance with the applicable provisions and deadlines established in O.C.G.A. § 13-10-91. Furthermore, the undersigned contractor will continue to use the federal work authorization program throughout the contract period and the undersigned contractor will contract for the physical performance of services in satisfaction of such contract only with subcontractors who present an affidavit to the contractor with the information required by O.C.G.A. § 13-10-91(b).

Contractor hereby attests that its federal work authorization user identification number and date of authorization are as follows:

I hereby declare under penalty of perjury that eVerify Number

Date of Authorization

Name of Contractor

FY26 Asphalt Reconstruction and Resurfacing Name of Project

City of Milton, Georgia Name of Public Employer the foregoing is true and correct.

Executed on ____________, ______, 20____ in ____________________(city), ______(state).

Signature of Authorized Officer or Agent

Printed Name and Title of Authorized Officer or Agent

SUBSCRIBED AND SWORN BEFORE ME ON

THIS THE ______ DAY OF ______________,20___.

NOTARY PUBLIC

[NOTARY SEAL]

My Commission Expires:

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DISCLOSURE FORM

This form is for disclosure of campaign contributions and family member relations with City of Milton officials/employees.

Please complete this form and return as part of your bid package when it is submitted.

Name of Bidder __________________________________________________

Name and the official position of the Milton Official to whom the campaign contribution was made (Please use a separate form for each official to whom a contribution has been made in the past two (2) years.)

List the dollar amount/value and description of each campaign contribution made over the past two (2) years by the Applicant/Opponent to the named Milton Official.

Amount/Value Description

Please list any family member that is currently (or has been employed within the last 9 months) by the City of Milton and your relation:

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PROJECT SPECIFICATIONS

The City of Milton Public Works Department, (City), requests that interested parties submit formal sealed bids for the FY26 Asphalt Reconstruction & Resurfacing Project. The scope of this project generally consists of the resurfacing and reconstruction of the listed streets/roadways within the City of Milton. The contractor that will be doing the Full Depth Reclamation (FDR) and Asphalt Paving, if different, shall submit references showing that they have successfully completed 30 miles and 10 full depth reclamation projects on higher volume roads (not residential streets) in the state of Georgia in the last 5 years. The asphalt paving contractor references shall show asphalt paving over full depth reclamation.

TSPLOST Reconstruction and Resurfacing

- Hopewell Road starting at Birmingham Road roundabout and ending at the asphalt seam approaching the Hamby Road roundabout.

o Asphalt levels will be 1.5” of 9.5mm and 2” of 19mm at a width of 25’. Use of an MTV is required on this road.

o Cement Stabilized base will be 26’ wide and 12” in depth.

o Mailboxes shall be moved back prior to construction beginning.

o Mill and Overlay to the end of the radius for all side roads connecting to this section of road.

o Shoulder Rehabilitation at no less than a 3:1 slope tying in smoothly to existing grade. Mailbox pull offs will be built with millings as needed.

o Stripe as directed. Striping layout must be approved before temporary striping and permanent striping can be placed.

- Sable Pointe North Subdivision off Henderson Road. Sable Walk Cir, Sable Court, Sable Pointe Road, Sable Creek Drive, and Sable Pointe Drive o Edge Mill, 3” patching as directed and 1.5” overlay.

o Remove and replace all marked sections of Sidewalk and Curb and Gutter.

o Stripe as directed.

FY26 Reconstruction and Resurfacing

- Thompson Road starting at the asphalt seam at the Hopewell Road roundabout and ending at the marked location located near the driveway of 14914 Thompson Road.

o Asphalt levels will be 1.5” of 9.5mm and 2” of 19mm at a width of 25’. Use of an MTV is required on this road.

o Cement Stabilized base will be 26’ wide and 12” in depth.

o Mailboxes shall be moved back prior to construction beginning.

o Mill and Overlay to the end of the radius for all side roads connecting to this section

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- Henderson Heights Subdivision off Henderson Road. Henderson Heights Drive, Henderson Heights Trail, and Timbergap Crossing o Edge Mill, 3” patching as directed and 1.5” overlay.

- South Holcombe Farms Subdivision off Providence Road. Oak Farms Lane, Holcombe Hill

Lane, Holcombe Hill Court, and South Burgess Trail.

o Edge Mill, 3” patching as directed and 1.5” overlay.

o Remove and replace all marked sections of Sidewalk and Curb and Gutter.

Upgraded ADA ramps will need to be added as needed.

- Waterside Subdivision West off Green Road. Springwell Lane, Waterside Drive from the 4-way back to the 4-way, Brookeivey Lane, Stillhouse Lane.

o Edge Mill, 3” patching as directed and 1.5” overlay.

o Remove and replace all marked sections of Sidewalk and Curb and Gutter.

Upgraded ADA ramps will need to be added as needed.

o Stripe as directed.

o Shoulder Rehabilitation at no less than a 3:1 slope tying in smoothly to existing grade. Mailbox pull offs will be built with millings as needed.

o Stripe as directed. Striping layout must be approved before temporary striping and permanent striping can be placed.

LMIG Street Resurfacing and Patching

- Deerfield Parkway starting at the asphalt seam at SR9 and ending at the marked location at south of Webb Road. Includes:

o Profile mill the entire project. Contractor will mill 1.5” along the curbline transitioning to 1’ across the travel lanes dropping to a 1.5” along the inside curbline.

o 3” Patching with 19mm at the marked locations.

o 1.5” Topping with 9.5mm.

o .75” Crack relief leveling course, Permaflex or equivalent. Only in the travel lanes not to be placed in turn lanes or median breaks.

o Use of an MTV is required on this road.

o Striping with Thermoplastic striping to be placed as it was prior to construction.

o Remove and replace all marked sections of Sidewalk and Curb and Gutter.

Upgraded ADA ramps will need to be added as needed.

o Replace the 6’x6’(4) and 6’x40’(6) loops at the Webb Road intersection.

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This project shall follow Georgia Department of Transportation Specifications. The most current GDOT Specifications and shelf Special Provisions apply to all work performed under this contract.

In case of discrepancy between the unit price and the total price on the completed Bid Schedule, the unit price will prevail, and the total price will be corrected.

To bid on this contract, the Contractor must be listed on the current Georgia Department of Transportation Pre-Qualified Contractors list. No exceptions.

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September 8, 2017

Depa1rtmen1t of Tra1nsportati10n

S1ate of Ge Oliiia

Specia1IIP1iovi1sion

County: FULIONI

Pl No.: M00S40S

Sedio,n 3"116 - Cement Stabillized IReclaiimed Base Construction (CSRIB),

316.1 Genetral Descnption

This work includ:esconstructing a cemem stabiIJred bil!S'ecourse by pulveri ing the eXJisting fleXJible pavement and a p:red'.etennined depth ofthe und'.erllying bas>ecourse with Portland cement. Go:nsttruct accordiingto the5e

Specifiicatio:ns and tn the Iines, grades., thidkness, and typical cross-sections shown on the Plans or established by the Engineer.

316.1.01 Rell.rted ReJeire111ces

General Provisions 101 tlhrou 150

A. Standard S1)ecitications

Section 109-Measurement and Payment

Section 301-Soil C.ement Construction

Section 412-Bituminous Prime

Section 814-Soil Ba.s:e Materials

Section 821-0utback Asphalt

Section 824-Cationic Asphalt Emulsion

Section 830-Portlland Cement

Section 880-Water

El. 1Relierenaed Docmnents

GDT 19- Determining Maximum Density of Soil-Cement mixtures

GDT 20 - Determining IField De:nsilt',•of wils with <45% retained o:nthe No.. 10 sieve and < 10% retained on the 1 inch sieve

GDT 21 - Determining Field Density of soils oo:ntaining >45% retained on the No..10 sieve or>10% retained on the 1 inch sieve

GDT 59 - Te.sting De:nsit1,•of roadway materials with Nuclear Gauge

GDT 615 - labo:ratory De.sign of Soil-Cement and Cement Stabilized Graded Aggregate

GDT 57 - IFamily of CUrv,es Method fo:r determining MaXJirnum Density of soils

GDT 86 - Determining the compres.sive strength of Cement Stabilized Bil!Sle cores taken from the roadway

778, ITB 26-PW04 24 | Page

Section 316 - Cement Stabillized Rieclaiimed Base Construdiion (CSRB)

316.1.02 Su'bmittals

Prior to construction, submit a Construction Work Plan to the Bngineer consisting of the proposed equipment, rnateriaIs, and operation p:rocedures. lif the Engineer determines that the Work Plan is not satisfactory, revise trne p:rocedures and augment or replace equipment, as necessary, to complete the Work.

316.1.03 Mix Design

The Contractor shall submit a mix design to the Office of Materials and Testing for app:roval at least three weeks prior to construction. The Mix Design process sha!I be completed in arnord!ance with GDOTTest Method/GOT 65 by an accredited materials laboratory. The sampling, testing, proportioning, and dooumentation shall be completed by an accredjted rnaterials laboratory. The Gontractor will be responsible for ensuring that appropriate traffic control measures are in place during the s.impling operations. lnrplace samples of the road structure shall be taken at a minimum frequency of 1000 feet per two lanes; alternating the sample locations to achieve a sampie every 500 lane-feet. Additional samples.rnay be needed to represent rnaterial changes and/ or problem areas. Each sample shall contain at least 30lbs of proportionally blended materials to be redaimed. The

Portland cement u&1=d in the design process must be from an app:roved source listed on GDOT s Qualified

Products Lisl:(OPL3 and repre.s>entative of the same material to be used in construction..

The mix de.sign submittal to the Office of Materials and Testing shall inclu:dethefollowing:

L Approximately 100lbs of proportionally lb ended material from all inrplace samples. taken from the roadway.

2. A one gallon sample (plastic container) of1the stabilizer used in the mi>: design.

3. All Te.st Data (charts, graphs., spreadsheets, etc) along with d'esign parameters. Te.st d!ata should indud'.e the target grad!ation of the bended material, optimum moisture content of mixing, and appliGltion rate of the stabilizer to meet the design requirements..

Noteꞏ: Since the Mfx Design is based on source specific materials, any chrrnqes to materials or sources wilf render the design irnmfid.

316.2 Mate,niials

Ensure that materials meet the requirements.of the following GOOT Standard Specifications.:

M1.t1teriall ISectiori Bio e:r ma e:rial (sand) 412.3.05.G.3

Soil Ba!>e MBJte:rial 814-2.02

Ou back s,sphal RC-3D, RG 70. RC-2 D or MG-30. MC-70. MC 25(J, CSS-lh. AE-P. GRS-2

821-2.01

P-orllandlCe-merit (Type I or ype II) 830-2.01

Water

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Sectfon 316 - Cement Stabillized Reclaiimed Base Construdiion (CSRB)

316.3 Consb11.1cti 0:11 Req1.1irements

316.3.1 !11 P,ersrnmel

Ensure that only eKperienced and Glpable personnel operate equipment..

316.3.1 !12 Equipment quipm ent used in CSRB co:nsttructio:nmust meet the following req1uirement.sand be approved by thle Engineer prior to the beginning of construction.. AlI equipmernt shalI be in s.i1tisfactory condition and Gl;pable of its intended purpose. The EnIDneer may at any time rej;ect any equipment that is,deemed unsafe, enratic, or produces an inadequate perio:rmance.

Note: Egufpment type, size, operation and condition are subject to the Engineer's approva:r and must be adjusted and/or reola.ce.d upon thefr request.

A, IReclahner

CSRB will require a redaimer unit that meets the following requirements.:

1. Designed expressly for redamation Glpable of pulverizing and mixing through aspha!tic pavement, granular/wil base, Subbases, and subgrade d'.oWillto depths of at least 12 inches.

2. Having a cutting drum with a minimum width of 8ft.

3. Capable of oo:ntinuous!y mixing materia!s to a homogenous b!end and at a oonsistent d'.epth.

4. Powered by an engine of at least 500 ho:rsepower with steerable front and rear wheels.

5. Control ed by an electronic metering system capable of injecting mix water directly into the mixing chamber and has automatic sensors to monitor water application and mixing depth.

B. Spreader

For CSRB construction, use a cydone-tvtPe mechaniGl! spreader or its equivalent that will spread P,o:rl:land cement in a relatively dust-free process,. Spreader must have an electronic o:rmechanical metering system which monitors the appliGltion rate..

Note: Theuse qt pneumatic tubes to tmn.ifer cement or lime drrnctly onto the roadway will no,t be alfowed.

ꞏC. Add1ticmall Eq1.1iJHnent (Water Tmck, Gompac,tio11and Grading ,equjp,ment, a.11d P,rime Di,stdbuter)

Addiitional equipment necessary to complete the work must be in satisfactory condition and proper fo:r its intended purpose. Compactiv,e equipment includes a sheep's foot roller, vibratory steel wheel roller and a pneumatic rubber tire roller. Use the corr,ect siize/tvtPe rollers or combination thereof that is Gl;pable of achieving the required density. A p:ressureꞏ distributor that rnmplies. with GOOT standard

SpeoifiGltions/SubsectJion 424.3.02.B will be required to apply the bituminous prime rnat.

Note,: Equipment type, size. o,pemtioor:1amJ condftfon are s,ubje:ct to the Engineer's aoprooo:f and must be adjusted and/or repfaced upon tlaeir req,uest.

316.3.0!3 Pr,e parat1iion

Prior to commencing reel.aiming operations, blade !lfas5 and excess wil a minimum of 12 inches from the edge of pavement. locate mark and p:r,eserve existing centerline; manho!e:s, and utilities (gas, water, and electric lines). Relocate mailboxes and other appurtenances within such proximity to the roadway as to risk d!amage o:r

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Sectfon 316 - Ce,ment Stabillized Reclaiimed Base Construdiion (CSRB) interfere with the work. Remove s>ections ofdrivewaiy aprons in the right-<of-way where necessary to permit the reclaimer to operate without d!amaging the machinery o:r driveway pai.•ement. If necessary, sa ut a neat parallel line to the proposed edge of pavement and remove the concrete along the road. After all work is complete, replace appurtenances.to their original location as nearly as possible.

316.J.1)1C4 onstrul()tion

A. Weatlher I..Jimitationis

1. Mix only when the weather permil:s the cours>eto be fin ished without interruption and within the time specified.

2. Mix materials only when the moisture oHhe materials to b:e used in the mixture meets the specified limits.

3. Begin mixing only when tihe air temperature is above 40 Fin the shade and rising.

Adjust the moisture content oHh e roadway materials to within 100 to 120 percent of the optirnum moisture immediately b:efo:re sp:r,eadingthe cement. The optimum moisture mntent is determined by the

Job Mix Design,and can be adjusted by the En neer _

C. Cement AiJ111llication

1. Apply cement on days when wind will not interfere wil:h spreading.

2. Apply cement at the rate specified on tihe Job Mix Design (as esrablished by GDT-65) and mix to the depth shown on the Plans. The Eng;ineer may alter the spread rate during the progressof construction if necessary. Maintain the application rate within± 10 percent of that specified by the Engineer.

3. Provide b:otlh equipment and personnel to measure the application rate of cement placed. Each tanker of cement shaI] be clhedked b:y u,sing a square yard dothifcertified scales and by determining the overaI] coverage area of ea.ch tanker_Multiple cheds may be necessary t!o ensure that the spread rate is maintained within tihe ±10 percent limit.

4. llfthe cement content falls belowtihe 10 percent limit in the mixing area, add additional cement to b:ring the affected area within the tolerance specified, make necessary adjustments to the spreader, and perform additional checks to ensure the problem is corrected. If the cement content is more than tihe

10 percent limil: in the mixing area, the excessquantify will b:e deducted from the Contractor's pay for cement.

5. RJegulate operations.to Iimit the application of cement to sections ffllalI enough so that all of the mixing, compacting, and finishing operations can be cornpleted within the required time limits.

6. Pass only sp:r,eading and mi)lling equipment over thesp:r,ead cement and operate this equipment so that it does not displace cernent.

7. RJeplace d!amaged cement at no cost to the Department when damage is caused by:

a. liyd'ration due to rain, before or during mixing operations.

h. Spreading procedures are contrary to the requirements.srated above.

c Displacement by the Cont@ctor's equiprnent or other traffic.

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Sectlion 316 - Ce,me11t Stabillized Reclaiimed Base Constructiion (CSRB)

D. IM'ixing

L Begin mixing as ,;oon as possible after the cement is sp:read, and continue until a homogeneous.and unifo:rm mixture i:Sprodlured. The Engjneer at any time may require adjustments or replacement of equipment if a homogeneoUis and uniform mixture co:nfo rming to theseꞏSpecifiG:1tions is not achieved.

2. Continue pulverizing until the base mixture is uniform in color andloomorms to the following grad!ation requirements:

a. 100 percent passing the 3 inch sieve

b. 55 percent of the roadway material, el!Jclu:ding giravel, passes the No..4 sieve.

3. Add water as need'edlto maintain or bring the moisture content to within the moisture requirements immediately after the preliminary miXJing of the cement andlroadway material.

4. Mix the additional water homogeneously into the full depth of the mixture.

L Gompac,ttion and Finhshing

L Test Section

a. A test s>ection shall be. oo nstructedl with the first tanker of cement delivered to the project. The length of the test section will be detenminedlby area in which the entire tanker of cement wiII cover.

b. The Engineer will evaluate compaction, moisture, homogeneity of mixture, thickness of srabilization, and finished base surface. Andi if the Engineer deems necessary, revise the compaction procedure or replace equipment..

2. Time Limits

a. Gornplete compaction with in 2.hours after the cement has been applied.

b. Do not perform vibratory compaction on materials more than 90 minutesoId, measured from the time cement was ad'ded to the mixture..

c. Gornplete alI operations within 4 hours from adding oement to finishing the surface.

3. Moisture Control

a. During compaction, ensure that the moisture is uniformly distributed throughout the mixture at a level of between 100 andl120 percent of the optimum moisture content..

4. Compaction Requirements

a. Use a sheep's foot roller, steel wheel roller or pneumatic-tired roller for initial compactive effort unless an alternate method is approved!by the Engineer..

b. Gornpact the ,cement-stabil edlbase course to at least 98 percent of the ma)IJimum d'ry density established!on the fob Mix De.sign_

c. Uniformly compact the mixture and then shape to the grad'e, line, and crnss- section shown on the Plans,.

d. Remove all loosened material accumulated during the shaping process,. Do not use additional layers of cement-treated materials in ord'.erto conform to cross-sectional orgrad'e requirements.

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Sectfon 316 - Cement Stabillized Reclaiimed Base Construdiion (CSRB)

e. Use a pneumatic-tired roller to roll the finished surface until it is smooth, closely knit, and free from cracks or deformations, and conforming to the proper line;,rad'.e, and cross-section.

f. In places inaccessible to the roller, obrain the required compaction with mechanical tampers app:roved by the Engineer. Apply the same compaction reqiuireme:nts as stalled above in

Subsection 316.3.04.E.4.

g_ Perform grading operations immediately after the placement and compaction operations. Roll the srabilLZ!ed base course again with a pneumatic-tired roller..

F. Goi1<Struc,tio11Joints

1. Fo:rm a straight transverse joint at the end of each day's construction or whenever the work is interrupted.

2. Create thestraight transverse joint by rntting baok into the completed work to form a true vertica! face free of loose or shattered materiat

3. Fo:rm the Joint at least 2.ft from the point where the spreader strike-off plate comes to res.t at the end of the dlly' s work, or at the point of interruption.

4. Fo:rm a longitudina! joint as described above ifcement-stabilized mixture is placed over a large area where it is impractical to complete the fulI width,duning one dlly' s work. Use the procedure for fo:rming a straight transverse joinrl:. Remove alI waste malteri\lI from the compacted base.

G. P11iming the Base

1. The surface of the oompleted bcl!S'e course must be. moist aured until the bituminous prime is applied.

2. Apply prime only to an entirely moist surface.. If weather delays prime application, apply prime as soon as the surface moisture is adequate

3. Appl'!•bituminous prime aocordiing to GOOTStandard Specifications/Section 412 as soon as po,ssible and in no case later than 24 hours after completion of the finishing operations.

4. Protect finished portions of the cement"stabilized base course that are used by equipment in the constru:ction of an adj:oining section to p:rev,ent mar.ring o:rdama ng of the completed work. Protect the stabiIized area from freezling during the curing period.

HI. Opening to Trafliic

1. Go:rrect any failures caused by traffic at no add1tional mst to the Department. Make repairs specified in

GDOJ standard Speqjfjgmjons/Syhsectjon 3QO 3 06 B whenever defects appear..This p:resen1ation action does not relieve the Contractor of his responsibility to maintain the work untiI final acceptance as specified in GDOT standard Specifications/Section Ul5.

316.3.05 Quality Acce ptmce

A. Goinpac,tion lest:s

1. Determine the maximum dry density from re.p:rese:ntative samples of compacted material, according to

GDOTTest Method/GOT19 o:r GDT 67..

2. Determine the in-place d'.ensfity of finished courses according to GDQT Jesji: Md;hod/GDT20,GDT 21 o:r

GDT 59 , as soon as possib!e after compaction, but before the oeme:nt sets.

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Sectfon 316 - Cement Stabillized Rieclaiimed Base Construdiion (CSRB)

El. Gradaliicm Tests

1. Einsurethatthe gradation oUhe completely mixed cement-srabili2!ed base course meets the requirements as stated above in Subsection 316.3.04.D.2.

C. Finished Surlace Tests

1. Check the finished surface oUhe cement-stabiliz!ed base course transversely using one of the following tools:

a. A template; art:true to the required cross-section and set with a spirit Ievel on non-superelevated sections

h. A s.ystem or ordinates measured from a stringline

c. A surveyor' level

2. Ensure the o:rd1nates mearured from the bottom oHhe template; stringline, or straightedge, to the surlace do not e:,:ceed ½…