Supplemental LMIG (2024).pdf

ISSUE DATE: September 12, 2024 DUE DATE: October 14, 202 4:00 PM

REQUEST FOR BID

FOR

Resurfacing Project (Supplemental LMIG 2024)

RFB 2024-014

ISSUE DATE: SEPTEMBER 12, 2024

DUE DATE: OCTOBER 14, 2024

OVERVIEW

The City of Douglasville is requesting competitive sealed bids for a paving project described as RFB 2024-014 (Resurfacing Project LMIG 2024) consisting of 5.66 miles of plant mix resurfacing. Bids must be submitted electronically in 1 PDF file via BidnetDirect.com. Bid submission deadline is October 14, 2024 by 4:00 PM.

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

PROJECT DESCRIPTION

The project consists of approximately 5.66 +/- miles of plant mix resurfacing. The streets to be resurfaced are as follows:

LMIG 2023

No. Street From To L (ft)

1 Stewart Parkway Hwy 5 Douglas Blvd 3600 2 Summerlin Pkwy Lee Rd new pavement 4200

Woodrow Avenue Bowden St Campbellton St 800

4 North Anna Way Woodrow Ave Culdesac 350 5 Cherokee Drive Cherokee Blvd End 1000 6 Somerset Way Cherokee Blvd Somer Mill Rd 1000 7 Somer Ridge Court Somerset Way Culdesac 300 8 Mountain Creek

Way Linecrest Dr Linecrest Dr 2900 9 Linecrest Drive Malone Rd End (west) 1900

10 Willow Cove Court Mountain Creek Way Culdesac 300 11 Crystal Creek Place Chicago Ave Culdesac 1600 12 Branch Crossing

Way Crystal Creek Pl Culdesac 1400

Ramblin Court Branch Crossing Way Culdesac 500

14 Parkwood Avenue Charlton Pl Culdesac 2400 15 Camden Court Wembley Dr Culdesac 750 16 Brixton Court Wembley Dr Culdesac 300 17 Carten Street Lincoln St End (north) 2000 18 Lincoln Street Dallas Hwy Thompson St 600 19 Thompson Street Upshaw Mill Culdesac 2100 20 Upshaw Mill Road Hwy 92 End (west) 1900

* 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 270-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.

REQUEST FOR INFORMATION

All questions or requests for additional information must reference RFB 2024-014 Resurfacing Project (Supplemental LMIG 2024) and must be submitted via Bidnet Direct by September 19, 2024 EDT at 04:00 PM. Questions and answers will be issued in the form of an addendum to all interested and will be available on Bidnet Direct.

COMMUNICATION

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 RFB, or as provided by any existing work agreement(s). For violation of this provision, the Owner reserves the right to reject the proposal of the offending proposer. If additional assistance is needed, please contact Alyssa Gordon – Senior Accounting Specialist at gordona@douglasvillega.gov.

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:

https://www.bidnetdirect.com/ https://www.bidnetdirect.com/ mailto:gordona@douglasvillega.gov

• 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

In the case of multiple qualified bidders with close evaluation scores, the evaluation committee may shortlist several candidates for secondary interviews prior to making a final decision.

INSTRUCTIONS

1. All bids must be submitted electronically to Bidnet Direct (http:www.bidnetdirect.com) no later than October 14, 2024 at 4:00 PM.

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 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 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.

6. 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.

INDEMNIFICATION AND INSURANCE REQUIREMENTS

A. INDEMNIFICATION

A. Bidder will defend, at Bidder’s sole expense, indemnify and hold harmless the City of Douglasville, their officials, employees, agents, servants, representatives and assigns from and against any and all liability damages, losses, expenses, claims, demands, suits, actions, judgments, bodily injuries or sicknesses to any person, or damage, destruction or loss of use of any property arising out of or related to the services provided by Bidder and/or caused by Bidder's negligence or willful misconduct.

B. This indemnification obligation includes paying City of Douglasville’s attorney’s fees and costs in defending or responding to any such claim, demand, suit, action, judgment, etc.

II. INSURANCE REQUIREMENTS

A. Types and Amount of Required Insurance: Bidder shall at all times maintain in full force and effect Automobile, and Commercial General Liability. All insurance shall be by Insurers, or a self-insurance plan, acceptable to the City of Douglasville before commencement of work hereunder. For the purpose of the RFQ Response, Bidder shall carry the following types of insurance in at least the limits specified below:

Coverages Limits of Liability

Commercial General Liability $500,000/$1 million Automobile Insurance $100,000/$300,000

B. All certificates of insurance shall provide the City of Douglasville within thirty (30) days’ written notice of cancellation of any of the coverage areas named in said certificate.

C. The City of Douglasville will be named as additional insured under these insurance policies.

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 tolled 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 if the Punch List is not completed to the satisfaction of the City.

6. Asphalt Pavements

a. All side streets should be paved to the back of the radius.

b. Full-width milling. Standard depth of milling will be 1.5” for mill and overlay. Additional depth up to 2” may be required to remove surface imperfections or to restore curb line.

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

Patch depth estimated at 4” but may be altered based on road conditions. Patches will be at least 7.5’ wide, but full width of lane is typical. 19mm binder asphalt to be used for patching unless otherwise indicated.

d. Leveling mix will be used on a spot basis to fill dips or build crown of the road.

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

f. Topcoat should be flush or ¼” proud of curb and gutter. 9.5mm asphalt unless otherwise indicated, applied at 1.5”.

g. Same day coverup may be waived on a case-by-case basis as approved by the City.

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

i. 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.

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. Speed Humps

a. Speed humps should have an overall length of 22’, consisting of 6’ ramps on each side with a 10’ tabletop in the center. Overall height of 4”, using 4” concrete cap blocks to line the edge of the tabletop.

Taper on the shoulders as appropriate (6” to 1ft taper typical). Mark as prescribed by the MUTCD. Center line may carry through speed hump if applicable:

https://mutcd.fhwa.dot.gov/htm/2009/part3/fig3b_30_longdesc.htm

10. 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.

11. 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.

https://mutcd.fhwa.dot.gov/htm/2009/part3/fig3b_30_longdesc.htm

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.

12. 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.

TIMETABLE

The following outlines the estimated timeline for the selection process:

September 12, 2024

September 19, 2024, at 4:00 PM.

October 14, 2024, at 4:00 PM

TBD

Request for Bid advertised.

Question deadline

Deadline for bid submission

Council Approval and Contract Authorization**

*Dates and Time are subject to change

Bidder Reference Sheet 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. _________________________________________________ Company

Address, City, State, Zip Code

Telephone Number

Name of Contact Person

E-Mail Address

Type of Project

Dates: ______________________________________________

2. ______________________________________________ Company

Address, City, State, Zip Code

Telephone Number

Name of Contact Person

E-Mail Address

Type of Project

Dates:

3. ___________________________________________________ Company

Address, City, State, Zip Code

Telephone Number

Name of Contact Person

E-Mail Address

Company

Address, City, State, Zip Code

Telephone Number

Name of Contact Person

E-Mail Address

4 .

Company

Address, City, State, Zip Code Telephone

Number

Name of Contact Person

E-Mail Address

Type of Project

5.

Georgia Security and Immigration Compliance

Compliance with the requirements of O.C.G.A. 13-10-91 and Georgia Department of Labor Rule 30010-1-.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 300-101-.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- 1091, 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

City of Douglasville

Name of Public Employer

Signature by Authorized Officer or Agent Date

* 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).

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: ______________

SUBCONTRACTOR AFFIDAVIT FOR GEORGIA SECURITY AND IMMIGRATION

COMPLIANCE.

By executing this affidavit, the undersigned subcontractor verifies its compliance with O.C.G.A.

1310-91, 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

City of Douglasville

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: ______________

DUE DATE: October 14, 2024 by 4:00 PM

CONTRACTOR'S BIDDING OATH

We, the undersigned do hereby swear under oath that regarding the subject work, we have not violated OCGA subsection 36-91-21(d) by preventing or attempting to prevent competition in bidding, by preventing or endeavoring to prevent anyone from making a bid or proposal therefor by any means whatever, nor by inducing another to withdraw a bid or proposal for the work.

Further, if the contractor is a partnership, all of the partners and any officer, agent, or other person who may have represented or acted for the contractor in bidding for or procuring the contract are shown and signed below. If the contractor is a corporation, all officers, agents, or other persons who may have acted for or represented the corporation in bidding for or procuring the contract are shown and signed below.

Sworn or affirmed this ____________ day of _____________ , 2023.

Printed name:

Printed name:

Printed name:

Printed name:

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

Project Number: Supplemental LMIG 2024 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) 12.5mm

(T) 1 Stewart Parkway 3600 60 1995 24284 1323 331 662 0 1995 2 Summerlin Pkwy 4200 24 930 11341 494 154 0 0 930 3 Woodrow Avenue 800 20 155 1942 40 0 0 155 0 4 North Anna Way 350 20 115 1466 18 0 0 115 0 5 Cherokee Drive 1000 24 225 2808 89 0 0 225 0 6 Somerset Way 1000 24 230 2843 147 0 0 230 0 7 Somer Ridge Court 300 24 145 1814 18 0 0 145 0 8 Mountain Creek Way 2900 24 650 7910 427 0 0 650 0 9 Linecrest Drive 1900 24 425 5208 280 0 0 425 0 10 Willow Cove Court 300 24 120 1500 27 0 0 120 0 11 Crystal Creek Place 1600 24 405 4967 142 0 118 405 0 12 Branch Crossing Way 1400 24 360 4433 165 0 103 360 0 13 Ramblin Court 500 24 160 2033 30 0 37 160 0 14 Parkwood Avenue 2400 24 580 7100 212 0 0 580 0 15 Camden Court 750 24 215 2700 45 0 0 215 0 16 Brixton Court 300 24 120 1500 27 0 0 120 0 17 Carten Street 2000 24 450 5544 236 0 0 450 0 18 Lincoln Street 600 24 135 1600 36 0 0 135 0 19 Thompson Street 2100 24 510 6159 124 0 0 510 0 20 Upshaw Mill Road 1900 24 420 5067 112 0 0 420 0

1 Stewart Pkwy

1. Mill 1.5" (24284 Sq Yds) approx. 3600 LF

2. Deep patch estimated 1323 tons

3. 662 tons leveling mix estimated

4. 331 tons permaflex estimated

5. 1995 tons of 12.5 mm super pave asphalt topping

6. 3600lf Thermo two way left turn lane, yellow

7. 3600lf Thermo skip line, 5” white

8. 12 Thermo arrows

2 Summerlin Pkwy

1. Mill 1.5" (11341 Sq Yds) approx. 4200 LF

2. Deep patch estimated 494 tons

3. 154 tons permaflex estimated

4. 930 tons 9.5 mm asphalt topping

5. 1500lf Thermo line, 5” double yellow

6. 5 speed humps with markings

3 Woodrow Ave

1. Mill 1.5" (1942 Sq Yds) approx. 800 LF

2. Deep patch estimated 40 tons

3. 150 tons of 9.5 mm asphalt topping

4. 1 Thermo Crosswalk

5. 3 Thermo Stop Bars 4 North Anna Way

1. Mill 1.5" (1466 Sq Yds) approx. 350 LF

2. Deep patch estimated 18 tons

3. 115 tons of 9.5 asphalt topping

4. 1 Thermo Stop Bar

5 Cherokee Dr

1. Mill 1.5" (2808 Sq Yds) approx. 1000 LF

2. Deep patch estimated 89 tons

3. 225 tons 9.5 mm asphalt topping

5. 2 Speed humps with markings

6 Somerset Way

1. Mill 1.5" (2843 Sq Yds) approx. 1000 LF

2. Deep patch estimated 147 tons

3. 230 tons 9.5 mm asphalt topping

4. 1 Thermo stop bar

5. 1 Thermo crosswalk

7 Somer Ridge Ct

1. Mill 1.5" (1814 Sq Yds) approx. 300 LF

2. Deep patch estimated 18 tons

3. 145 tons 9.5 mm asphalt topping 8 Mountain Creek Way

1. Mill 1.5" (7919 Sq Yds) approx. 2900 LF

2. Deep patch estimated 427 tons

3. 107 tons permaflex estimated

4. 650 tons 9.5 mm asphalt topping 9 Linecrest Drive

1. Mill 1.5" (5208 Sq Yds) approx. 1900 LF

2. Deep patch estimated 280 tons

3. 70 tons permaflex estimated

4. 425 tons 9.5mm asphalt topping

5. 1 Thermo Stop Bar

10 Willow Cove Court

1. Mill 1.5" (1500 Sq Yds) approx. 300 LF

2. Deep patch estimated 27 tons

3. 44 tons permaflex estimated

4. 120 tons 9.5 mm asphalt topping 11 Crystal Creek Place

1. Mill 1.5" (4967 Sq Yds) approx. 1600 LF

2. Deep patch estimated 142 tons

3. 118 tons leveling mix estimated

4. 405 tons 9.5 mm asphalt topping

5. 1 Thermo Stop Bar

12 Branch Crossing Way

1. Mill 1.5" (4433 Sq Yds) approx. 1400 LF

2. Deep patch estimated 165 tons

3. 103 tons leveling mix estimated

4. 360 tons 9.5 mm asphalt topping 13 Ramblin Court

1. Mill 1.5" (2033 Sq yds) approx. 500 LF

2. Deep patch estimated 30 tons

3. 37 tons leveling mix estimated

4. 160 tons 9.5 mm asphalt topping 14 Parkwood Ave

1. Mill 1.5" (7100 Sq Yds) approx. 2400 LF

2. Deep patch estimated 212 tons

3. 580 tons 9.5 mm asphalt topping

15 Camden Court

1. Mill 1.5" (2700 Sq Yds) approx. 750 LF

2. Deep patch estimated 45 tons

3. 215 tons 9.5mm asphalt topping 16 Brixton Court

1. Mill 1.5" (1500 Sq Yds) approx. 300 LF

2. Deep patch estimated 27 tons

3. 120 tons 9.5mm asphalt topping 17 Carten Street

1. Mill 1.5" (5544 Sq Yds) approx. 2000 LF

2. Deep patch 236 tons estimated

3. 450 tons 9.5mm asphalt topping

4. 3 Thermo Stop Bars

18 Lincoln Street

1. Mill 1.5" (1600 Sq Yds) approx. 600 LF

2. Deep patch 36 tons estimated

3. 135 tons 9.5 mm asphalt topping

19 Thompson Street

1. Mill 1.5" (6159 Sq Yds) approx. 2100 LF

2. Deep patch 124 tons estimated

3. 510 tons 9.5 mm asphalt topping

20 Upshaw Mill Road

1. Mill 1.5" (5067 Sq Yds) approx. 1900 LF

2. Deep patch 112 tons estimated

3. 420 9.5 mm asphalt topping

Schedule II - Bid Sheet City of Douglasville Project Number LMIG 2024 Project

Item No. Item Description Units Quantity Unit Price Bid Amount

1 Variable Depth Milling 2" SY 102,219 3 9.5 MM Superpave Type II; Blend 1 TN 5,420

Incl Bitum Matl & H Lime 4 12.5 MM Superpave TN 2,925

Incl Bitum Matl & H Lime 5 Deep Patch TN 3,992 6 Asphalt Leveling TN 919 7 Permaflex TN 706 8 Bitum Tack Coat GL 8,345 9 Thermoplastic Two Way Left Turn Lane, yellow LF 3600

10 Thermoplastic Skip Traffic Stripe, 5 in, White LF 3600 11 Thermoplastic Solid Traffic Stripe, 5 in, Double Yellow LF 3400 13 Thermoplastic Solid Traffic Stripe, 24 in, White LF 228 14 Thermoplastic Arrows EA 12 15 Thermoplastic Crosswalk EA 3 17 Speed Hump EA 9 18 Traffic Control LS 1 19 Manhole & Water Valve Adjustment LS 1

CONTRACTOR/COMPANY NAME:

ADDRESS:

E-MAIL ADDRESS:

PHONE 1:

PHONE 2:

PRINTED NAME:

SIGNATURE: