RFB 2024_007 Resurfacing Project LMIG 2024.pdf

ISSUE DATE: May 1st, 2024 DUE DATE: May 31st, 2024 04:00 PM EDT

REQUEST FOR BID

FOR

Resurfacing Project (LMIG 2024)

RFB 2024 - 007

OVERVIEW

The City of Douglasville is requesting competitive sealed bids for a paving project described as RFB 2024-007 (Resurfacing Project LMIG 2024) consisting of 4.04 miles of plant mix resurfacing. Bids must be submitted electronically via Bidnet Direct at http://www.bidnetdirect.com. Bid submission deadline is May 31st, 2024 by 04:00 PM EDT.

All bids must comply with all applicable general and special instructions. The City of Douglasville reserves the right to reject any bid that is non-responsive or incomplete or to reject all bids. All bids must be for completion of the entire project — any work intended to be subcontracted must be noted on the Bid Sheet. Bids must include the following to be considered:

• Completed E-Verify

• Contractors and Subcontractors Affidavit

• Contractor's Oath

All bidders shall comply with all statutory requirements for ethical bidding and with the Georgia Security Immigration Compliance Act.

Please note that there will not be a pre-bid meeting. All bids shall be quantity bids utilizing the City's bid form entitled Bid Sheet for pricing.

https://www.bidnetdirect.com/georgia/cityofdouglasville http://www.bidnetdirect.com/

PROJECT DESCRIPTION

The project consists of approximately 6.26 +/- miles of plant mix resurfacing. The streets to be resurfaced are as follows:

LMIG 2023

No. Street From To L (ft)

1 Reservoir Dr Arbor Pl Blvd Ryan St 700 2 Creekwood Dr Patching 600 3 Bark Chip Way Quail Pl cul-de-sac 310 4 Quail Place Cobble Creek Quail Pl 400 5 Fox Hunt Cir Squirrel Wood Run Fox Hunt Cir 2350 6 Robinwood Trl White Tail Rd cul-de-sac 600 7 Douglas Manor Ct Hospital Dr cul-de-sac 1150 8 Durelee Ln Fairburn Rd Veterans

Memorial

9 Carol Cir Cindy Dr Paul St 1675 10 Cindy Dr Pope Rd Paul St 3475 11 Western Pines Dr End End 2575 12 Western Pines Ct Western Pines Dr Western

Pines Dr

13 Green Pines Ct Western Pines Dr cul-de-sac 120 14 Vincent Mill Dr Cave Springs Rd Grayson

Bridge Cir

15 Grayson Bridge Cir cul-de-sac cul-de-sac 2100 16 Colton Creek Way Grayson Bridge Cir cul-de-sac 550 17 Everwood Dr Grayson Bridge Cir cul-de-sac 475 18 Timber Shoals Way Everwood Dr cul-de-sac 600 19 Bradshaw Ct Timber Shoals Way cul-de-sac 600 20 Lake Stone Cir John Clark Dr cul-de-sac 740 21 Lake Crest Way John Clark Dr cul-de-sac 620 22 Lake Terrace Lake Crest Way cul-de-sac 150 23 Prestley Park Dr Prestley Mill Rd Tuxedo Dr 625 24 Boardwalk Prestley Park Dr cul-de-sac 660 25 Tuxedo Dr Prestley Park Dr cul-de-sac 650 26 Pine Grove Dr City Limit Winterview

Ln

27 Winterview Ln cul-de-sac cul-de-sac 1650 28 Creek Ridge Ct Winterview Ln cul-de-sac 430 29 Fenmore St Preston Landing Parkside Dr 1500 30 Forest Glen Way Fenmore St cul-de-sac 2500 31 Mallory Ln Forest Glen Way cul-de-sac 160

* Please refer to Schedule I, Scope of Work, for a detailed description of the project.

CONTACT DURATION

The successful bidder shall complete the project within 180-days after receiving the Notice to Proceed from the City.

BID INFORMATION

Quantity bids shall state a price for all labor and materials, including the cost of payment bond and performance bond. Bids shall be accompanied by a bid bond in an amount not less than 5% of the bid. A performance bond and a payment bond, each in the amount of 100% of the contract sum and for the term of the contract, will be required from the successful bidder. Bids may not be withdrawn for a period of 60 days after the due date for receipt of bids.

The City hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 23 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, sex, age, handicap/disabled in consideration for an award. All anticipated federal, state and local permits have been obtained and all anticipated rights of way and easements have been obtained.

REQUESTS FOR INFORMATION

All requests for information and clarifications regarding this project shall reference the above invitation name and be submitted via Bidnet Direct at http://www.bidnetdirect.com no later than May 10, 2024 at 4:00 PM EDT. Questions and answers will be issued in the form of an addendum to all interested parties and will be available on Bidnet Direct at https://www.bidnetdirect.com.

Please contact Alyssa Gordon, Senior Accoun�ng Specialist at gordona@douglasvillega.gov if further assistance is needed. All firms are responsible for checking Bidnet Direct at htps://www.bidnetdirect.com on a regular basis for updates, clarifica�ons, and announcements.

The City of Douglasville reserves the right to communicate via electronic mail with the primary contact listed in the proposer’s response to the RFP.

From the issue date of this RFP solicitation until a successful proposer is selected and announced, proposers are forbidden to communicate about this solicitation or this Project for any reason with any members of the City of Douglasville administration and government, except for submission of questions as instructed in the RFP. For violation of this provision, the City reserves the right to reject the proposal of the offending proposer.

ESTIMATED TIMELINE

Owner Issues RFP 05/01/2024 Question Deadline 05/10/2024 4 PM EDT Submission Deadline 05/31/2024 4 PM EDT Council Approval and Authorization TBD

SELECTION CRITERIA

Bids will be screened for completeness prior to being evaluated. All completed bids will be evaluated by the City’s selected evaluation committee and top candidate will be verified and reference checked prior to being awarded. In evaluating bids, the evaluation committee shall consider the following:

• Qualifications and experience of the Bidder related to the services described in this RFB (listing of similar work done within the last 5 years). – 40 points

• Bidder’s understanding of the project and subject matter expertise. – 30 points

• Bidder’s ability and available resources to perform the requested services. – 15 points

• Proposed project costs. – 15 points

INSTRUCTIONS

1. Responses to this RFP are due by 4:00 PM EDT on May 31, 2024. All proposals are to be completed and submitted in PDF format to Bidnet Direct at https://www.bidnetdirect.com.

The entire submittal should be submitted as one (1) file. Please do not submit individual documents or sections separately. Submissions must be received no later than May 31, 2024, at 4:00 PM EDT. Any proposal received after that time will not be considered for the award.

It is the sole responsibility of the proposer to ensure delivery by specific deadlines. No submittals will be accepted after the date and time stipulated above. A list of firms submitting responsive proposals will be available on Bidnet Direct after the stated submission deadline.

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

Any questions regarding this RFP should be addressed to Alyssa Gordon – Senior Accounting Specialist at gordona@douglasvillega.gov.

2. The City of Douglasville reserves the right to waive any and all technicalities, formalities or irregularities of submitted Bids. The City may reject the Bid of any mailto:gordona@douglasvillega.gov vendor that has previously failed to perform properly or complete on time, contracts of a similar nature with the City of Douglasville.

3. All bids must be accompanied by a Certificate of Liability Insurance to include worker's compensation. Prior to Notice to Proceed, Contractor shall present a Liability Insurance Certificate naming the City of Douglasville as an Additional Insured. Contractor shall be responsible for all injuries or damages of any kind resulting from work, to persons or property.

4. Bids may be withdrawn via Bidnet Direct at http://www.bidnetdirect.com or written request, provided such withdrawals are received prior to the time and date of the opening.

5. Invoicing for The City of Douglasville is Net 30 days. A valid W-9 form is required.

Required Submissions

a. All bids must be submitted and must contain all required documents, pricing forms, Contractor's Oath, the Contractor’s and Subcontractor’s affidavits of compliance with the Georgia Security and Immigration Act, a current occupational/business license, and a current, Corporate Certificate of Existence, contact information for project manager, and valid Certificate of Liability Insurance showing liability insurance coverage and to include workers' compensation.

https://www.bidnetdirect.com/georgia/cityofdouglasville

SPECIAL REOUIREMENTS

1. Construction Specifications:

a. Unless otherwise specified, all work shall be completed in accordance with Georgia Department of Transportation Standard Specifications, Construction of Transportation Systems, 2021 edition.

2. General:

b. Regular working hours, including travel lane closures, are Monday through Friday, 7:00AM to 7:00 PM. Additional work times will be allowed but will require prior approval from the City.

c. A 24-hour contact for the selected Contractor shall be provided to the City.

d. Prior to beginning the work, the contractor shall submit a job mix formula for review and acceptance by the City.

e. All project requirements are contained in this Request for Bids.

f. The City reserves the right to add or delete street segments from the street list at its discretion.

3. Liquidated Damages

a. Liquidated Damages will be assessed at $500 per day for failure to substantially complete the project within the contract duration. The Contractor acknowledges that delayed performance will damage the City, but by their nature such damages are difficult to ascertain. Accordingly, the liquidated damages provisions to be stated in the Contract documents will apply as the amounts are a reasonable estimate of damages. Liquidated damages are not intended to be a penalty and are solely intended to compensate for damages which the City incurs as a result of delay in project completion.

4. Schedule of Work:

b. The Contractor shall submit a master schedule of work to be performed 5 business days in advance of starting.

c. The Contractor shall submit weekly schedules outlining the streets to be paved that week.

5. Punch List

a. When the Contractor believes that the work is substantially complete, the Contractor shall notify the City in writing. If the City deems the work to be substantially complete, the City shall make a preliminary final inspection of the Project and shall submit to the Contractor a list of items to be completed or corrected (the "Punch List"). The Contractor shall complete all items on the Punch List within twenty-one (21) calendar days from the date of issuance of the Punch List by the City. If the Contractor is already in liquidated damages, as herein provided, prior to beginning the Punch list, then liquidated damages will be postponed for the twenty-one (21) calendar days. Once the twenty-one

(21) calendar days expire after the Punch List is submitted to the Contractor, liquidated damages will once again be assessed.

6. Asphalt Pavements

a. Paving and asphalt tackifier Coat treatment operations shall be trackless TAC to minimize tracking onto existing pavement and surfaces.

b. All cleanup must be completed within 24 hours after the final resurfacing course operations are complete.

c. Upon completion of each street, any excess items which might be left over from the construction related work shall be removed and disposed of properly by the Contractor. The cost for such removal and disposal of such items will be included in other unit price bid.

No claims will be considered for extra compensation.

d. Areas to be patched shall be outlined with paint and inspected by the City prior to commencement of construction activities.

7. Quantities Bidding

a. Bidding shall be in accordance with City of Douglasville Scope of Work and Bid Sheet. Bids shall state a price for all labor and materials including the cost of payment bond and performance bond, as well as unclassified site work, and shall utilize unit/quantity pricing.

8. Traffic Control

a. The Contractor shall be responsible for maintaining traffic in a safe and efficient manner in as per Section 107.07 — Public Convenience and Safety and Section107.09 — Barricades and Danger, Warning and Detour Signs, in accordance with Georgia Department of Transportation Standard Specifications, Construction of Transportation Systems, 2021 edition.

9. Pavement Markings

b. All proposed pavement markings shall be installed within 2 weeks of completion of paving the final surface course.

c. All pavement markings shall be thermoplastic.

10. Utilities

a. The contractor shall be responsible for locating all utilities, public and private.

b. Contractor shall be required to coordinate any private utility adjustments needed.

c. There will be no separate payment for private utility coordination efforts.

d. Utilities shall be adjusted no more than 7 calendar days in advance of or following the resurfacing.

11. Holidays

a. The Contractor shall not work on any City or Federal holidays (actual or observed). A list of the official holidays can be found on the City's website.

BIDDER hereby submits this Bid as set forth above:

Bidder:

(typed or printed name of organization)

By:

(individual’s signature) Name:

(typed or printed) Title:

(typed or printed)

Date:

(typed or printed)

If Bidder is a corporation, a partnership, or a joint venture, attach evidence of authority to sign.

Attest:

(individual’s signature)

Name:

(typed or printed)

Title:

(typed or printed)

Date:

(typed or printed)

Address for giving notices:

Bidder’s Contact:

Name:

(typed or printed)

Title:

(typed or printed)

Phone:

Email:

Address:

Bidder’s Contractor License Number:

BIDDERS’ DISCLOSURE STATEMENT

All bidders should be aware that the Project is a public project, and the City is a public agency.

Pursuant to the laws, rules and Executive Orders of the State of Georgia, the City of Douglasville shall make every effort to avoid even the appearance of a conflict of interest or any impropriety in both the selection process for this project and the negotiation and performance of any resulting contract. As part of any submittal you intend to make for this project, you must include a Disclosure Statement with your submittal which answers the following specific questions:

1. Describe any business transactions occurring within the prior two years between your firm and the City of Douglasville. <Insert Response Here>

2. Describe any gift, hospitality, or benefit of any sort that your firm has provided to the

City of Douglasville, within the prior one-year period.

<Insert Response Here>

3. A conflict of interest or potential conflict of interest is defined as any action, decision, or recommendation by a person acting in a capacity as a public official, the effect of which is or could be to the private monetary or financial benefit or detriment of the person, the person’s relative, or any business with which the person or a relative of the person is associated. The potential conflict of interest is viewed from the perspective of a reasonable person who has knowledge of the relevant facts. Based upon this definition, describe any conflict of interest or potential conflict of interest that your firm has with the City of Douglasville. <Insert Response Here>

This Disclosure Statement should be dated and signed by an authorized signer for the bidder and submitted with the Bidder’s submittal.

Name of Firm

Authorized Signature Date

Printed Name and Title of Authorized Agent

Georgia Security and Immigration Compliance.

Compliance with the requirements of O.C.G.A. 13-10-91 and Georgia Department of Labor Rule 300-10-1- .02 are conditions of this contract. Contractor certifies that it has the following number of employees (check one appropriate box):

_____500 or more employees, or

_____100 or more employees, or

_____fewer than 100 employees, as identified in O.C.G.A. 13-10-91. In the event the Contractor employs or contracts with any subcontractor(s) in connection with this contract, the Contractor will secure from the subcontractor(s) such subcontractor(s’) indication of the employee-number category applicable to the subcontractor. The contractor’s compliance with the requirements of O.C.G.A. 13-10-91 and Rule 300-10-1-.02 is attested by the execution of the contractor affidavit as shown in Rule 300-10-1-.07, or a substantially similar contractor affidavit, which document is attached to this Contract, and is a part of this Contract.

In the event the Contractor employs or contracts with any subcontractor(s) in connection with this contract, the Contractor will secure from such subcontractor(s) attestation of the subcontractor’s compliance with O.C.G.A. 13-10-91 and Rule 300-10-1-.02 by the subcontractor’s execution of the subcontractor affidavit shown in Rule 300-10-1-.08 or a substantially similar subcontractor affidavit, and maintain records of such attestation for inspection by the City at any time. Such subcontractor affidavit shall become a part of any contractor/subcontractor agreement.

CONTRACTOR AFFIDAVIT AND AGREEMENT REGARDING GEORGIA SECURITY

AND IMMIGRATION COMPLIANCE.

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 contracting with the City of Douglasville has registered with and is participating in a federal work authorization program* [any of the electronic verification of work authorization programs operated by the United States Department of Homeland Security or any equivalent federal work authorization program operated by the United States Department of Homeland Security to verify information of newly hired employees, pursuant to the Immigration Reform and Control Act of 1986 (IRCA), P.L. 99-603], in accordance with the applicability provisions and deadlines established in O.C.G.A. 13-10-91.

The undersigned further agrees that, should it employ or contract with any subcontractor(s) in connection with the physical performance of services pursuant to this contract with the City of Douglasville, contractor will secure from such subcontractor(s) similar verification of compliance with O.C.G.A. 13-10-91 on the Subcontractor Affidavit provided in Rule 300-10-01-.08 or a substantially similar form. Contractor further agrees to maintain records of such compliance and provide a copy of each such verification to the City of Douglasville at the time the subcontractor(s) is retained to perform such service.

Company ID Number: EEV/Basic Pilot Program* Authorization Date

Name of Contractor Name of Project

Name of Public Employer

Signature by Authorized Officer or Agent Date

Printed Name of Authorized Officer/Agent of Contractor

Title of Authorized Officer/Agent of Contractor

SUBSCRIBED AND SWORN BEFORE ME ON THIS

THE ___ DAY OF ______________________, 20____

Notary Public My Commission Expires: ________________

* As of the effective date of O.C.G.A. 13-10-91, the applicable federal work authorization program is the “EEV / Basic Pilot Program” operated by the U. S. Citizenship and Immigration

SUBCONTRACTOR AFFIDAVIT FOR GEORGIA SECURITY AND IMMIGRATION

COMPLIANCE.

By executing this affidavit, the undersigned subcontractor 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 under a contract with (name of contractor)| on behalf of the City of Douglasville has registered with and is participating in a federal work authorization program* [any of the electronic verification of work authorization programs operated by the United States Department of Homeland Security or any equivalent federal work authorization program operated by the United States Department of Homeland Security to verify information of newly hired employees, pursuant to the Immigration Reform and Control Act of 1986 (IRCA), P.L. 99-603], in accordance with the applicability provisions and deadlines established in O.C.G.A. 13-10-91.

Company ID Number: EEV/Basic Pilot Program* Authorization Date

Name of Subcontractor Name of Project

Name of Public Employer

Signature by Authorized Officer or Agent Date

Printed Name of Authorized Officer/Agent of Subcontractor

Title of Authorized Officer/Agent of Subcontractor

SUBSCRIBED AND SWORN BEFORE ME ON THIS

THE ___ DAY OF ______________________, 20____

Notary Public My Commission Expires: ________________

* As of the effective date of O.C.G.A. 13-10-91, the applicable federal work authorization program is the “EEV / Basic Pilot Program” operated by the U. S. Citizenship and Immigration Services Bureau of the U.S.

Department of Homeland Security, in conjunction with the Social Security Administration (SSA).

CERTIFICATION FORM

I, , being duly sworn, state that I am (title) of (firm) and hereby duly certify that I have read and understand the information presented in the attached bid and any enclosure and exhibits thereto.

I further certify that to the best of my knowledge the information given in response to the request for bids is full, complete and truthful.

I further certify that the bidder and any principal employee of the bidder have not, in the immediately preceding five years, been convicted of any crime of moral turpitude or any felony offense, nor has had their professional license suspended, revoked or been subjected to disciplinary proceedings.

I further certify that the bidder has not, in the immediately preceding five years, been suspended or debarred from contracting with any federal, state or local government agency, and further, that the bidder is not now under consideration for suspension or debarment from any such agency.

I further certify that the bidder has not in the immediately preceding five years been defaulted in any federal, state or local government agency contract, and further, that the bidder is not now under any notice of intent to default on any such contract.

I acknowledge, agree and authorize, and certify that the bidder acknowledges, agrees and authorizes, that the City of Douglasville may, by means that the City of Douglasville deems appropriate, determine the accuracy and truth of the information provided by the bidder and that the City of Douglasville or their agents may contact any individual or entity named in the RFB for the purpose of verifying the information supplied therein.

I acknowledge and agree that all the information contained in the RFB is submitted for the express purpose of inducing the City to award a contract.

A materially false statement or omission made in conjunction with this bid is sufficient cause for suspension or debarment from further contracts, or denial of rescission of any contract entered into based upon this bid thereby precluding the firm from doing business with, or performing work for, the State of Georgia. In addition, such false statement or omission may subject the person and entity making the bid to criminal prosecution under the laws of the State of Georgia of the United States, including but not limited to O.C.G.A. §16-10-20, 18 U.S.C. §§1001 or 1341.

Signature

SWORN AND SUBSCRIBED BEFORE ME

This (day) of (month), 20 (year)

NOTARY PUBLIC SIGNATURE

My Commission Expires:

NOTARY SEAL

DUE DATE: May 31st, 2024 by 10:00 a.m.

List of Similar Projects:

References must be provided by ALL responding Vendors using the form below. It is the vendor’s responsibility to provide COMPLETE and ACCURATE reference information on the form below, INCLUDING PHONE NUMBERS AND EMAIL ADDRESSES.

1. Project Name: _________________________________________________ Project Location: __________________________________________________ Project Owner: ___________________________________________________ Owner Contact (Name and Phone): ___________________________________ Project Contract Amount: ___________________________________________ Description of Project: ______________________________________________

2. Project Name: _________________________________________________ Project Location: __________________________________________________ Project Owner: ___________________________________________________ Owner Contact (Name and Phone): ___________________________________ Project Contract Amount: ___________________________________________ Description of Project: ______________________________________________

3. Project Name: _________________________________________________ Project Location: __________________________________________________ Project Owner: ___________________________________________________ Owner Contact (Name and Phone): ___________________________________ Project Contract Amount: ___________________________________________ Description of Project: ______________________________________________

4. Project Name: _________________________________________________ Project Location: __________________________________________________ Project Owner: ___________________________________________________ Owner Contact (Name and Phone): ___________________________________ Project Contract Amount: ___________________________________________ Description of Project: ______________________________________________

Schedule I – Scope of Work City of Douglasville All striping to be Thermo;

Project Number: LMIG 2023 Contractor is Responsible for All Traffic Control Same day cover up after Milling

Contractor is Responsible for All Water Valve & Man Hole Adjustments Use only trackless tac material

Contractor is Responsible for turning in Tickets and/or related Reports Daily for All Quantities

Street Length

(ft) Width (ft) Tack Coat

(Gals)

MILLING (SQ

YD)

Deep Patch

(T) Perma Flex

(T) Leveling

(T) 9.5mm

(T) 1 Reservoir Dr 700 24 160 2008 165 103 51 160 2 Creekwood Dr 600 24 150 2010 177 0 0 150 3 Bark Chip Way 310 24 165 1944 0 0 23 165 4 Quail Place 400 24 95 1223 0 0 0 95 5 Fox Hunt Cir 2350 24 600 7316 0 0 173 600 6 Robinwood Trl 600 24 185 2285 0 0 0 185 7 Douglas Manor Ct 1150 24 300 3625 203 169 85 300 8 Durelee Ln 4000 24 1180 10872 1176 588 0 1190 9 Carol Cir 1675 24 495 4591 99 0 0 495

10 Cindy Dr 3475 24 770 9391 307 511 0 770 11 Western Pines Dr 2575 24 665 7984 228 0 0 665 12 Western Pines Ct 180 24 40 480 0 26 0 40 13 Green Pines Ct 120 24 75 879 0 0 0 75 14 Vincent Mill Dr 650 24 195 1733 0 0 0 195 15 Grayson Bridge Cir 2100 24 560 6717 124 309 154 560 16 Colton Creek Way 550 24 170 2025 33 0 0 170 17 Everwood Dr 475 24 155 1825 28 0 0 155 18 Timber Shoals Way 600 24 180 2159 36 88 44 180 19 Bradshaw Ct 600 24 180 2159 89 0 44 180 20 Lake Stone Cir 740 24 215 2656 44 0 0 215 21 Lake Crest Way 620 24 185 2336 37 0 0 185

Schedule I – Scope of Work (continued) City of Douglasville All striping to be Thermo;

Project Number: LMIG 2023 Contractor is Responsible for All Traffic Control Same day cover up after Milling

Contractor is Responsible for All Water Valve & Man Hole Adjustments Use only trackless tac material

Contractor is Responsible for turning in Tickets and/or related Reports Daily for All Quantities

Street Length (ft) Width (ft) Tack Coat

(Gals)

MILLING (SQ

YD)

Deep Patch

(T) Perma Flex

(T) Leveling

(T) 9.5mm

(T) 22 Lake Terrace 150 24 80 959 0 0 0 80 23 Prestley Park Dr 625 24 190 2349 56 0 0 190 24 Boardwalk 660 24 195 2877 59 0 0 240 25 Tuxedo Dr 650 24 190 2850 58 0 0 240 26 Pine Grove Dr 250 24 105 1225 15 0 0 105 27 Winterview Ln 1650 24 460 5517 98 0 121 460 28 Creek Ridge Ct 430 24 145 1705 26 0 0 145 29 Fenmore St 1500 24 335 4141 265 0 0 335 30 Forest Glen Way 2500 24 800 7225 735 0 184 800 31 Mallory Ln 160 24 85 985 0 0 0 85

1 Reservoir Dr

1. Mill 1.5" (2008 Sq Yds) approx. 700 LF

2. Deep patch estimated 165 tons

3. 51 tons leveling mix estimated

4. 103 tons permaflex estimated

5. 160 tons of 9.5 mm asphalt topping

6. 1400' Thermo Centerline, Yellow

7. 1 White Thermo stop bar

8. 1 Crosswalk 2 Creekwood Dr

1. Mill 1.5" (2010 Sq Yds) approx. 600 LF

2. Deep patch estimated 177 tons

3. 150 tons 9.5 mm asphalt topping 3 Bark Chip Way

1. Mill 1.5" (1944 Sq Yds) approx. 310 LF

2. 150 tons of 9.5 mm asphalt topping 4 Quail Place

1. Mill 1.5" (1223 Sq Yds) approx. 400 LF

2. 95 tons of 9.5 asphalt topping 5 Fox Hunt Cir

1. Mill 1.5" (7316 Sq Yds) approx. 2350 LF

2. 23 tons leveling mix estimated

3. 600 tons 9.5 mm asphalt topping 6 Robinwood Trl

1. Mill 1.5" (2285 Sq Yds) approx. 600 LF

2. 185 tons 9.5 mm asphalt topping

7 Douglas Manor Ct

1. Mill 1.5" (3625 Sq Yds) approx. 1150 LF

2. 85 tons leveling mix estimated

3. 169 tons permaflex estimated

4. 300 tons 9.5 mm asphalt topping

5. 1 Crosswalk

6. 1 Gore, Yellow

7. 1 Traffic Loop

8. 1 Stop Bar 8 Durelee Ln

1. Mill 2" (10828 Sq Yds) approx. 4000 LF

2. Deep patch estimated 1176 tons

3. 588 tons permaflex estimated

4. 1180 tons 12.5 mm asphalt topping

5. 2 Arrows

6. 8000' Thermo Centerline, Yellow

7. 8000' Thermo Edgeline, white

8. 1 Crosswalk

9. 48' Thermo Stop Bar, White

10. Speed Hump 9 Carol Cir

1. Mill 2" (4591 Sq Yds) approx. 1675 LF

2. Deep patch estimated 99 tons

3. 495 tons 9.5 mm asphalt topping

4. 1 stop bar

10 Cindy Dr

1. Mill 5" (9391 Sq Yds) approx. 3475 LF - Variable Depth Milling

2. Deep patch estimated 307 tons

3. 511 tons permaflex estimated

4. 770 tons 9.5 mm asphalt topping

5. 1 stop bar

6. Up to 2400LF asphalt curbing (if damaged during milling)

11 Western Pines Dr

1. Mill 1.5" (7984 Sq Yds) approx. 2575 LF

2. Deep patch estimated 228 tons

3. 665 tons 9.5 mm asphalt topping 12 Western Pines Ct

1. Mill 1.5" (480 Sq Yds) approx. 180 LF

2. 26 tons permaflex estimated

3. 40 tons 9.5 mm asphalt topping 13 Green Pines Ct

1. Mill 1.5" (879 Sq yds) approx. 120 LF

2. 75 tons 9.5 mm asphalt topping 14 Vincent Mill Dr

1. Mill 2" (1733 Sq Yds) approx. 650 LF

2. 195 tons 9.5 mm asphalt topping

3. 1 stop bar 15 Grayson Bridge Cir

1. Mill 1.5" (6717 Sq Yds) approx. 2100 LF

2. Deep patch estimated 124 tons

3. 154 tons leveling mix estimated

4. 309 tons permaflex estimated

5. 560 tons 9.5 mm asphalt topping

16 Colton Creek Way

1. Mill 1.5" (2025 Sq Yds) approx. 550 LF

2. 170 tons 9.5mm asphalt topping 17 Everwood Dr

1. Mill 1.5" (1825 Sq Yds) approx. 475 LF

2. Deep patch 28 tons estimated

3. 155 tons 9.5mm asphalt topping 18 Timber Shoals Way

1. Mill 1.5" (2159 Sq Yds) approx. 600 LF

2. Deep patch 36 tons estimated

3. 44 tons leveling mix estimated

4. 88 tons permaflex estimated

5. 180 tons 9.5 mm asphalt topping 19 Bradshaw Ct

1. Mill 1.5" (2159 Sq Yds) approx. 600 LF

2. Deep patch 89 tons estimated

3. 44 tons leveling mix estimated

4. 180 tons 9.5 mm asphalt topping 20 Lake Stone Cir

1. Mill 1.5" (2656 Sq Yds) approx. 740 LF

2. 215 9.5 mm asphalt topping 21 Lake Crest Way

1. Mill 1.5"(2336 Sq Yds) approx. 620 LF

2. 185 tons 9.5 mm asphalt topping 22 Lake Terrace

1. Mill 1.5" (959 Sq Yds) approx. 150 LF

2. 80 tons 9.5 mm asphalt topping

23 Prestley Park Dr

1. Mill 1.5" (2349 Sq Yds) approx. 625 LF

2. Deep patch 56 tons estimated

3. 190 tons 9.5 mm asphalt topping

28 Creek Ridge Ct

4. Stop bar 24 Boardwalk

1. Mill 1.5" (2877 Sq Yds) approx. 660 LF

2. Deep patch 59 tons estimated

3. 240 tons 9.5mm asphalt topping 25 Tuxedo Dr

1. Mill 1.5" (2850 Sq Yds) approx. 650 LF

2. Deep patch 58 tons estimated

3. 240 tons 9.5mm asphalt topping 26 Pine Grove Dr

1. Mill 1.5" (1225 Sq Yds) approx. 250 LF

2. Deep patch 15 tons estimated

3. 105 9.5 mm asphalt topping 27 Winterview Ln

1. Mill 1.5" (5517 Sq Yds) approx. 1650 LF

2. Deep patch 98 tons estimated

3. 121 tons leveling mix estimated

4. 460 tons 9.5 mm asphalt topping

1. Mill 1.5" (1705 Sq Yds) approx. 430 LF

2. 145 tons 9.5 mm asphalt topping 29 Fenmore St

1. Mill 1.5" (4141 Sq Yds) approx. 1500 LF

2. 335 tons 9.5 mm asphalt topping

3. 500' Thermo Centerline, yellow

4. 250' Themo Edgeline, white

5. 2 arrows 30 Forest Glen Way

1. Mill 2" (7225 Sq Yds) approx. 2500 LF

2. Deep patch 735 tons estimated

3. 184 tons leveling mix estimated

4. 800 tons 9.5mm asphalt topping 31 Mallory Ln

1. Mill 1.5" (985 Sq Yds) approx. 160 LF

2. 85 tons leveling mix estimated

Schedule II - Bid Sheet City of Douglasville Project Number LMIG 2023 Project

Item No. Item Description Units Quantity Unit Price Bid Amount 1 Variable Depth Milling 2" SY 96,661 2 Variable Depth Milling 4" SY 9,391 3 9.5 MM Superpave Type II; Blend 1 TN 8,220

Incl Bitum Matl & H Lime 4 12.5 MM Superpave TN 1,190

Incl Bitum Matl & H Lime 5 Deep Patch TN 4,066 6 Asphalt Leveling TN 879 7 Permaflex TN 1,794 8 Bitum Tack Coat GL 9,410 9 Thermoplastic Solid Traffic Stripe, 5 in, White LF 10,400

10 Thermoplastic Solid Traffic Stripe, 5 in, Yellow LF 8,692 11 Thermoplastic Solid Traffic Stripe, 24 in, White LF 96 12 Thermoplastic Gore, Yellow Lump 1 13 Thermoplastic Arrows EA 4 14 Thermoplastic Crosswalk EA 3 15 Speed Hump EA 1 16 Traffic Loop(6x40 Quadrapole) EA 2 17 Traffic Control EA 1

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