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Georgia Department of Transportation June 27, 2011State Maintenance Office

PAVEMENT MARKING PLACEMENT AND MAINTENANCEON INTERSTATE HIGHWAYS AND STATE ROUTES IN GEORGIA

SOLICITATION SUMMARY

1. PURPOSE AND INTENT

1.01 The Georgia Department of Transportation (hereafter referred to as the Department) is seeking bids for the installation, maintenance, and repair of pavement markings on state highways and interstate systems throughout the State of Georgia; specifically throughout the counties in District 5.

A. Additional areas may be added as other construction projects are completed by the Department. No additional compensation will be made for the additional mileage. Work in the additional areas will be paid at the contract unit prices.

B. All work and materials shall be in accordance with the provisions of the General Guidelines of this Contract, the Project Special Provisions, the Georgia Department of Transportation, State of Georgia Standard Specifications for Construction of Transportation Systems, 2001 Edition, Supplemental Specifications, Standard Drawings and Construction Details, and the current edition of the Manual of Uniform Traffic Control Devices (MUTCD).

C. The Contractor shall stay informed of all Federal, State and local laws, ordinances, and regulations.

1.02 This is an Open Agency Contract; the Department is not obligated to purchase either a minimum or a maximum level of service. Measurements listed in this Contract are only estimates of the total service the Department plans to purchase from the successful Contractor.

1.03 The Department anticipates that this Contract will run for an initial term of twelve (12) months. However, by mutual agreement the parties may renew this Contract up to four (4) terms, provided that the price, terms, and conditions remain the same for each renewal.

2. VENDOR REQUIREMENT

The Department expects that the successful vendor possesses or will possess, at the time of contract award, the necessary personnel, material, tools, equipment, and incidentals to fulfill the terms of this Contract. The Contract specifically indicates that the Contractor may not assign or delegate contract obligations without the express written approval of the Department. The Department will consider the use of a sub-contractor on a case-by-case basis.

3. DOCUMENTS

Attachment A: General Contract InformationAttachment B: Pavement Marking RequirementsAttachment C: Pavement Marking Bid Response Form

4. AWARDAward will be made to the lowest responsible responsive bidder meeting stated specifications and established evaluation criteria.

The Department intends to make a single award, but reserves the right to make multiple awards if deemed in the best interests of the State of Georgia.


ATTACHMENT A: GENERAL CONTRACT INFORMATION

1. SCOPE OF WORK

1.01 The Contractor shall be responsible for the installation, maintenance, and repair of pavement markings on state highways and interstates systems in the State of Georgia, specifically throughout District 5.

1.02 Work under this Contract consists of furnishing all labor, materials, tools, equipment, means of transportation, and incidentals necessary to perform installation, maintenance, and repair as necessary to the specified Work.

2. GENERAL INFORMATION

2.01 ADMINISTRATION

The District Maintenance Engineer hereafter referred to as the “Engineer”, will administer the terms and conditions of this Contract. The Engineer will decide all questions which may arise as to the quality and acceptability of work performed and as to the rate of progress of the Work; all questions which may arise as to the interpretation of the Contract; and all questions as to the acceptable fulfillment of the Contract on the part of the Contractor. The Engineer’s decision shall be final and the Engineer shall have executive authority to enforce and make effective such decisions and orders as the Contractor fail to carry out promptly.

The District Maintenance Engineer’s address is:

Georgia Department of TransportationDistrict 5 JesupDistrict Maintenance OfficeMr. Chad Hartley, District Maintenance Engineer204 North Highway 301Jesup, GA 31546

Phone: (912) 427-5740 Fax: (912) 427-5763

2.02 TERM OF MAINTENANCE SERVICE PERIOD

A. The Service Agreement contains a twelve (12) month (one year) maintenance service period.

B. Notification: The Contractor will be notified by the Engineer when Work is required within the limits of the District. Notification will be made via e-mail, fax, or phone.

1. The Engineer’s notice will indicate the route number, county, begin and end mile post, direction, lane number (if applicable), and the specific pavement marking(s) required.

2. Start work within five business (5) days of notification and prosecute the work until completion.

C. Notification of Operations: The Contractor shall notify the Engineer twenty-four (24) hours in advance of beginning a portion or portions of the Work. The Contractor shall give the Engineer sufficient notice of all operations for any sampling, inspection, or acceptance testing required.

2.03 SUBMITTALS

Prior to beginning the Work under this Contract, submit to the Engineer for review and approval the following:

A. Insurance: Submit original Certificate of Insurance in conformance with prescribed limits within ten (10) calendar days after Contract award. Commence no work prior to the Department acceptance of insurance coverage. Failure to retain insurance for the term of the contract may be grounds for contract termination.

2.04 SUBCONTRACTORS


A. The Department expects the awarded contractor to be fully able to complete the Work as detailed in this Contract. The Department may, at its discretion, consider the use of subcontractors to accomplish the Work.

B. If the Department approves the use of a subcontractor, the Contractor will be held wholly responsible for the actions, quality, and timeliness of all work performed by the subcontractor. The Department will communicate with the Contractor’s Supervisor regarding all work.

C. All requests to hire a subcontractor must be approved in writing. A minimum of ten (10) working days is needed to evaluate a request. The written request from the contractor shall include the following:

1. A justification for the need to hire a subcontractor;2. The name, address, and phone number of the proposed subcontracting company;3. The number of employees proposed;4. The locations of work and revised work schedule; and 5. The revised work crew roster list.

2.05 PERSONNEL

A. Supervisor: At all times, have on the work site as the Contractor's agent, a competent, English speaking Supervisor, thoroughly experienced in the type of work being performed. The Supervisor’s main duties are to supervise the maintenance crew. The Contractor’s Supervisor shall:

1. Have a working cell phone with them during duty hours;2. Be available at the work site when the Work is being performed under this Contract;3. Act as the Contractor’s authorized agent in all communications with the Department; and 4. Be responsible for inspecting and reporting the need for major repairs to the Engineer

immediately.B. Crew: Utilize the same crew(s) to perform maintenance operations throughout the Service

Agreement whenever possible so that the personnel can remain familiar with the Project.

1. Provide staff and staffing levels able to perform the Work in accordance with this Contract.2. Use personnel who are competent, experienced, and skilled in all aspects of pavement marking

construction, maintenance, equipment usage, and safety procedures. The personnel performing these services will be under the sole responsibility of the Contractor.

C. Uniform: The minimum dress code for employees shall be a shirt (when a button shirt is provided it shall be buttoned) with the Company Name/Logo, long pants, safety vest when working adjacent to traffic, and if directed by the Engineer, a safety helmet. A clean and complete uniform which shows no signs of discoloration or wear shall be worn by personnel every day.

2.06. PAYMENT

A. Payment for services will be full compensation for all labor, materials, equipment, and incidentals, necessary to perform the Work.

B. Request monthly payment by submitting:1. A properly prepared invoice to the designated “Bill To” address on the Purchase Order, and2. A Monthly Report detailing sites completed and approved by the Engineer.

C. Payment for services, after approval by the Engineer, will be made within thirty (30) days.1. Verify invoice accuracy prior to submission to the Department. Name on invoice must match

name on Contract exactly.2. Invoice errors/discrepancies will cause payment delay.

D. The Department reserves the right to withhold payment for work not performed or unsatisfactory work and to deduct non-refundable monies for tasks in non-compliance during the month.

2.07 NON-COMPLIANCE/DEFAULT/NON-REFUNDABLE DEDUCTIONS


A. Inspections: The Engineer will inspect the Work after notification of completion by the Contractor. Upon inspection, the Engineer will notify the Contractor the Department’s acceptance or rejection of the Work.1. Each required portion of the Work shall be evaluated as complete or incomplete.2. All incomplete tasks and/or deficiencies noted by the Engineer shall be corrected by the

Contractor within twenty-four (24) hours after notification unless noted otherwise.

B. Non-Compliance: When the Department determines that the Contractor has failed to perform required work to the terms of the Contract, the Contractor shall be deemed in Contract Non-Compliance.1. The Department may withhold all payments if non-compliance occurs with items listed below,

until non-compliant actions are corrected.2. The Department has the authority to terminate the Contract when the Contractor is in default

three (3) or more times during the term of the Contract. The table below lists applicable non-refundable deductions per facility.

3. Performance deficiencies will be reported to the Contractor by facsimile or electronic mail, within seventy-two (72) hours of Non-Compliance identification(s). A hard copy of the facsimile or electronic mail will be mailed to the Contractor.

4. Reply to the Engineer’s non-compliance notice within forty-eight (48) hours of receipt.

C. Default: The Contractor shall be in default if:1. The Contractor fails to maintain the Work to Contract specifications;2. The Contractor fails to correct the deficiencies in the Work within twenty-four (24) hours after

written notification; or3. If the Engineer determines that the Work, or portions of the Work, is incomplete and/or

deficiencies have occurred.

D. Non-Refundable Deductions:1. If the deficiencies are not completed within the twenty-four (24) hour time period to the

satisfaction of the Engineer, non-refundable deductions may begin.2. Non-refundable deductions may continue daily until the Work, or portions of the Work, has

been completed to the satisfaction of the Engineer.3. Any non-refundable deductions will be deducted from the Contractor’s invoice for payment.

The Contractor must dispute any non-refundable deductions within forty-eight (48) hours of receipt of notification of assessment.

4. The following are applicable non-refundable deductions:

Specification Non-compliance Item Amount

In the event that the Contractor fails to respond within five (5) business days from the date of notification that Work is required, liquidated damages will be charged against the Contractor for each calendar day beyond the allotted time.

$250.00/calendar day

Failure to comply with Holiday and Holiday Weekend Lane Closure Restrictions. $250.00 per 15 minutes or portion thereof

Failure to comply with Limitation of Operations and/or Traffic Control and Safety. $2,500 per 15 minutes or portion thereof

2.08 CONTRACT EVALUATION CRITERIA

A. In addition to the Bidder’s monetary offer, the following will be used as Evaluation Criteria of the bid. The Bidder shall submit all requested information with the submitted Bid. Failure to submit requested information may be cause to reject the bid. Award will be made to the lowest responsible responsive bidder meeting specifications and evaluation criteria. The evaluation criteria may be reviewed and verified for accuracy.


1. Submit with the bid evidence of being a Commercial Contractor for a minimum of three (3) years. Copies of current and previous year’s business licenses will satisfy this requirement.

2. Submit with the bid a minimum of three (3) reference letters, written by previous commercial Customers, with at least one (1) reference being from a contract of similar size and scope as contemplated by this Contract. Reference letters shall include Company name, contact person, current phone number, and must:a. Be written on the previous Customer’s company letterhead.b. Clearly describe the size and scope (description of the duties performed) of this Contract.c. Contain the name and telephone number of the person who actually inspected the work.

3. Submit with the bid a written certification that your current and/or future employees, working on this contract, have lawful status to work in the United States.

4. Submit with the bid the Georgia Security and Immigration Compliance Act (GSICA) Affidavit.

5. Submit with the bid the Bid Response Form (Attachment C).

B. Contractors identified and documented as having previously been in significant non-compliance or default of State of Georgia Contracts or other contract specification requirements shall not be considered for award.

C. To be considered for award, the Contractor shall not have been found to be in non-compliance with state or federal laws and/or regulations relevant to the payment of taxes, employee salaries, or workers compensation.


ATTACHMENT B:PAVEMENT MARKING REQUIREMENTS

1. APPLICABLE DOCUMENTSThe Department provides guidelines for the installation, maintenance, and repair of pavement markings in the required references below. Theses specifications, construction details, and standards may be reviewed on-line at http:// www.dot.ga.gov .Once on the GDOT web site, note a header toolbar; click on the Quick Link: Doing Business. Once linked, browse the electronic specification library. A. To review Specifications: At the web site, click on The Source, once open notice there are several sub-

links: Special Provisions, Standard Specifications, and Sampling, Testing & Inspection.1. For Special Provisions : click on the link:

a. Once it opens, look for the drop down box and click on the down arrow to bring up the menu.

b. Choose a broad category (select from Shelf Special Provisions, Reference Special Provisions, and Supplemental Specifications) to find desired Specification.

2. For Standard Specifications : click on the link:a. Once it opens, note the drop down box and click on the down arrow to bring up the menu.b. Choose a broad category that includes the number of the Standard Specification required for

review.c. Example: Standard Specification 641 – Guardrail is needed. Select the section labeled, 581

– 725 Miscellaneous Items. Once it opens, scroll down and click on the specification number. It will open.

3. For Construction Details and Standards : click on the link, Policies and Manuals. Under the sub-link R.O.A.D.S, click on the link: Construction Standards and Details link.

a. Select either English Standards or English Construction detailsb. Once into the site, scroll down to the desired Standard or Detail.

4. For Sampling, Testing, & Inspection: click on the link. Once it opens, look for the link to Qualified Products List (QPL) Table of Contents and go to the applicable item.

Required References:1.01 The Georgia Department of Transportation State of Georgia Standard Specifications Construction of

Transportation System, 2001 Edition, Supplemental Specifications, and Special Provisions for this solicitation include:A. Section 100 - 109B. Section 150 - Traffic ControlC. Section 652 - Painting Traffic StripeD. Section 653 - Thermoplastic Traffic StripeE. Section 654 - Raised Pavement MarkersF. Section 655 - Pavement Arrow with Raised ReflectorsG. Section 656 - Removal of Pavement MarkingsH. Section 657 - Preformed Plastic Pavement MarkingsI. Section 658 - Polyurea Traffic StripeJ. Section 868 - Bituminous Adhesive for Raised Pavement MarkersK. Section 870 - PaintL. Section 919 - Raised Pavement Markers

1.02 Special ProvisionsA. Section 652 - High Build Standard and Wet Weather Traffic Paint (Attached and made part of the

Contract)

1.03 Construction Details and StandardsA. Construction Details:

http://www.dot.ga.gov/


1. Details of Pavement Marking Placement on Non-Limited Access Roadway (T11a)2. Details of Pavement Marking Placement on Limited Access Roadway (T11b)3. Details of Pavement Marking Arrow Location (T12a)4. Details of Pavement Markings - Arrow (T12b)5. Details of Pavement Marking Words (Sheet 1 of 2) (T13a)6. Details of Pavement Marking Words (Sheet 2 of 2) (T13b)7. Details of Pavement Marking Words Placement (T13c)8. Details of Pavement Marking Hatching (T14)9. Details of Raised Pavement Marker Location Non-Limited Access Roadway (T15a)10. Details of Raised Pavement Marker Location Limited Access Roadway (T15b)11. Details of Raised Pavement Markers (T15c)12. Details of Bicycle Lane Pavement Markings (T16)13. Details of HOV Lane Pavement Markings (T17a)14. Details of HOV Gore Area Pavement Markings (T17b)15. Details of Handicapped Pavement Markings (T18)

B. Standards:1. Railroad Grade Crossing Signs and Marking (9023A)2. Railroad Grade Crossing - Railroad Signing and Marking at Crossing with RR Signals and/or Gates (9024A)3. Railroad Crossing with 14 FT. Center Lane (9025A)4. Traffic Control General Notes, Standard Legend, Miscellaneous Details (9100)5. Traffic Control Detail for Lane Closure on Two-lane Highway (9102)6. Traffic Control Detail for Lane Closure on Multi-lane Divided Highway (9106)7. Traffic Control Detail for Lane Closure on Multi-lane Undivided Highway (9107)8. Tapers, Signs, and Markings for Passing Lanes (9121)

1.04 Manual of Uniform Traffic Control Devices (MUTCD), current edition

Note: When there is an occurrence of conflicting requirements between Specification Section 150 and the MUTCD, the more stringent requirement shall control.

2. GENERAL DEFINITIONS

2.01 Installation, Maintenance, Repair, and Replacement:

A. Striping: This work shall consist of the replacement of faded (non-reflective), missing, or damaged roadway and/or bridge traffic striping. The removal of existing striping shall be in accordance with Section 656 of the Specifications. All striping placed under this Contract shall be installed in accordance with applicable Standards, Construction Details, and Specifications. Unless requested by the Engineer, all materials are to be replaced with like materials: paint for paint, thermoplastic for thermoplastic, etc.

B. Marking: This work shall consist of the replacement of faded (non-reflective), missing, or damaged roadway and/or bridge traffic markings such as words, symbols, and arrows. The removal of existing traffic markings shall be in accordance with Section 656 of the Specifications. All markings placed under this Contract shall be installed in accordance with applicable Standards, Construction Details, and Specifications. Unless requested by the Engineer, all materials are to be replaced with like materials: paint for paint, thermoplastic for thermoplastic, etc.

C. Raised Pavement Markers: This work shall consist of the replacement of faded (non-reflective), missing, or damaged raised pavement markers (RPM). The removal of existing raised pavement markers shall be in accordance with Section 654 of the Specifications. All raised pavement markers placed under this Contract shall be installed in accordance with applicable Standards, Construction Details, and Specifications. Unless requested by the Engineer, all pavement markers are to be replaced with like pavement markers: type 1 for type 1, type 3 for type 3, etc. Type 1 RPM’s are two way, one color, yellow, for two way traffic and will be used on double yellow lines, single yellow skip lines, and two way turn lanes. Type 2 RPM’s are one way, one color, yellow, for one way traffic and will be used next to the solid line in a passing zone facing opposing traffic. Type 3 RPM’s are two way, two color, red and clear, and will be used on all multi lane and interstate lane


lines, gore lines, and turn lanes. Type 11, 12, and 13 RPM’s are the 4 x 4 counterpart and may be used in place of Type 1, 2, and 3 RPM’s.

2.02. MATERIALS AND TESTING

The Engineer reserves the right to perform all sampling and testing in accordance with Section 106 of the Specifications. The Contractor shall furnish the applicable certifications and documentation for all materials as required by the Specifications. Material which is not properly certified will not be accepted. When required by the Specifications, Plans, Standards, or Details, the Contractor shall meet the materials requirements specified in the Department’s Qualified Products List (QPL).

3. LIMITATION OF OPERATIONS

3.01 SCHEDULING

Schedule all work to ensure the least inconvenience and the utmost in safety to the traveling public, the Contractor’s, and the Department’s forces.

A. Perform the Work during daylight hours if allowed in the approved Traffic Control Plan.

B. Move equipment or materials on or across a traveled way in a manner as not to unduly interfere with traffic.

C. Suspend operations if weather conditions are such that maintenance operations cannot be carried out in an effective manner.

1. If such suspension occurs, notify the Engineer immediately and re-schedule that day’s uncompleted tasks for another day during that same week.

2. The Department reserves the right to restrict operations when, in the opinion of the Engineer, the continuance of the Work could seriously hinder facility operations or jeopardize safety.

3.02 LIMITATIONS

A Lane Closures: The Contractor shall complete the required work of installing, maintaining, and removing the traffic control devices for lane closures and restoring traffic to existing traffic pattern. For routine and non-functional work, the Contractor shall detail any required lane closures in the Traffic Control Plan for Engineer approval.

B. In addition, the Contractor shall not close or narrow a lane of traffic, detain and/or alter the traffic flow on or during holidays, holiday weekends, special events, or any other time when traffic is unusually heavy, including the following schedules:

HOLIDAY AND HOLIDAY WEEKEND LANE CLOSURE RESTRICTIONS

1. New Year's Day , between the hours of 6:00 a.m. December 31st and 8:00 p.m. January 2nd.

If New Year's Day is on a Friday, Saturday, Sunday or Monday, then until 8:00 p.m. the following Tuesday

2. Memorial Day, between the hours of noon Friday and 9:00 a.m. Tuesday.

3. Independence Day, between the hours of noon the day before Independence Day and 8:00 a.m. the day after Independence Day.

If Independence Day is on a Friday, Saturday, Sunday or Monday, then between the hours of noon the Thursday before Independence Day and 8:00 a.m. the Tuesday after Independence Day

4. Labor Day, between the hours of noon Friday and 9:00 a.m. Tuesday.

5. Thanksgiving Day, between the hours of noon Wednesday and 9:00 a.m. Monday.

6. Christmas, between the hours of noon Christmas Eve and 9 a.m. the day following the holiday.


C. Holidays and holiday weekends shall include New Years, Easter, Memorial Day, Independence Day, Labor Day, Thanksgiving and Christmas.

D. The time of availability for the Work shall be the time the Contractor begins to install all traffic control devices for lane closures according to the time restrictions listed above, or in the Approved Traffic Control Plan.

E. The completion time for the Work shall be the time the Contractor is required to complete the removal of all traffic control devices for lane closures according to the time restrictions stated above, or in the Approved Traffic Control Plan, and place traffic in the existing traffic pattern.

F. Failure to remove the lane closures within the time restrictions above, or within the restrictions specified in the Approved Traffic Control Plan, will result in the assessment of liquidated damages against the Contractor. The liquidated damages will be assessed at the rate of Two Hundred Fifty Dollars ($250.00) per fifteen minutes or portion thereof.

3.03 DRIVEWAYS AND PRIVATE PROPERTY

The Contractor shall maintain access to driveways for all residents and property owners throughout the life of the project. The Contractor shall not perform work for private citizens or agencies in conjunction with this project or within the project limits of this contract.

4. TRAFFIC CONTROL AND SAFETY

4.01 MAINTENANCE OF TRAFFIC

The Contractor shall maintain traffic during work activities and provide, install, and maintain all traffic control devices in accordance with these project guidelines, the Project Traffic Control Plans, the Project Special Provisions, Georgia Department of Transportation State of Georgia Standard Specifications for Construction of Transportation Systems, 2001 edition, Supplemental Specifications, and the current edition of the Manual of Uniform Traffic Control Devices (MUTCD).

A. The Contractor shall utilize complete and proper traffic controls and traffic control devices during all operations. All traffic control and traffic control devices required for any operation shall be functional and in place prior to the commencement of that operation. Signs for temporary operations shall be removed during periods of inactivity. The Contractor is required to leave the project in a manner that will be safe to the traveling public and which will not impede motorists.

B. The Contractor shall comply with all applicable Federal, State, and local laws, ordinances, and regulations governing safety, health, and sanitation, and shall provide all safeguards, safety devices, and protective equipment, and shall take any other needed actions, on his own responsibility that are reasonably necessary to protect the life and health of employees on the job and the safety of the public, and to protect property in connection with the performance of the work covered by the contract.

C. Failure to comply with any of the requirements for safety and traffic control of this contract shall result in suspension of work as provided in Subsection 108.06 of the Specifications.

D. Parking trucks, vehicles, and other large equipment on grassed areas, under the drip line of existing trees, or in handicapped parking spaces, is prohibited.

5. SAFETY AND INCIDENT REPORTING

Safety is the responsibility of the Contractor. Operate all equipment safely, as per manufacturer recommendations, and in accordance with all applicable codes, laws, ordinances, and regulations.

5.01 Perform work in such a way to prevent damage to turf, trees, shrubs, groundcover, structures, site fixtures, and parked or moving vehicles.

5.02 Be responsible for contacting and locating all utilities prior to digging. Any damage to utilities caused by the Contractor shall be corrected immediately by the Contractor at no expense to the Department.

A. Contractor shall comply with Georgia Law by ensuring buried utilities are properly marked. They may do so by contacting 811.


1. Web site: www.georgia811.com.

2. Submitting a request on-line or by telephone.

B. Contractor shall perform no work until the site is marked, or that the Georgia811organization indicates that there are no buried utilities at the location.

5.03 Verbally report any incidents that occur on site to the Engineer within one hour. Submit an incident report to the Department within 24 hours that describes the accident in full, names of those involved with contact phone numbers, extent of injuries, and damage.

6. QUALITY ACCEPTANCE

6.01 INSPECTIONS

For the purpose of inspection and control, the Department will monitor the Contractor’s progress and performance.

A. Rejected work and/or materials shall be immediately removed or corrected within twenty-four (24) hours of notification or as directed by the Engineer.

B. Non-refundable Deductions may be assessed for specification non-compliance and remain in effect until brought into compliance.

6.02 CONSTRUCTION PROJECTS

The Department reserves the right at any time to Contract for and perform other or additional work on or near the Work covered by the Contract.

If a road/parking lot/facility rehabilitation or improvement project is under construction or will be under construction where maintenance is scheduled, each contractor shall conduct the Work so as not to interfere with or hinder the progress or completion of the Work being performed by other Contractors. Contractors working on the same Project shall cooperate with each other.

Each Contractor involved shall assume all liability, financial or otherwise, in connection with this Contract and shall protect and save harmless the Department from any or all damages or claims that may arise because of inconvenience, delay, or loss experienced by him because of the presence and operations of other Contractors working within the limits of the same Project.

The Contractor shall arrange the Work and shall place and dispose of the materials being used so as not to interfere with the operations of the other contractors within the limits of the same Project. The Contractor shall join his work with that of the others in an acceptable manner and shall perform it in proper sequence to that of the others.

6.03 DAMAGE

In the event that any damage occurs during and is caused by the Contractor’s operations, the Contractor shall be required to repair or replace the damaged item with a like item at the Contractor’s expense within eight (8) hours of the occurrence. If the said damage is not corrected in eight (8) hours and the damage has to be repaired or replaced utilizing Department property or personnel, the cost of the repair or replacement will be calculated and deducted from the Contractor’s payment.

7. PROSECUTION AND PROGRESS

The Contractor will be required to prosecute the Work in a continuous and uninterrupted manner from the time he begins the Work until completion and final acceptance of the Project. The Contractor will not be permitted to suspend his operations except for reasons beyond his control or except where the Engineer has authorized a suspension of the Contractor’s operations in writing.

8. ADDITIONAL REQUIREMENTS

Performance Requirements for Thermoplastic Striping

1. Retroreflectivity:At the time of installation, produce in-place markings with the minimum reflectance values shown below, as obtained with an LTL 2000 Retroreflectometer or equivalent. Maintain the retroreflectance values

http://www.georgia811.com/


shown below for a minimum of 30 days from the time of placement of the traffic marking material.

White 375 mcd/lux/m2 Yellow 250 mcd/lux/m2

In addition, ensure in-place traffic markings meet the following reflectance values after 6 months, as obtained with an LTL 2000 Retroreflectometer or equivalent.


During the 6 month evaluation period, ensure that the thermoplastic pavement marking material shows no signs of failure due to blistering, excessive cracking, chipping, bleeding, staining, discoloration, oil content of the pavement materials, smearing or spreading under heat, deterioration due to contact with grease deposits, oil, diesel fuel, or gasoline drippings, spilling, poor adhesion to the pavement materials, loss of reflectivity, vehicular damage, and normal wear. In the event that failures mentioned above occur, ensure that corrective work is completed by the contractor at no additional cost to the Department.

Performance Requiements for Paint Striping 1. Retroreflectivity:

At the time of installation, produce in-place markings with the minimum reflectance values shown below, as obtained with an LTL 2000 Retroreflectometer or equivalent. Maintain the retroreflectance values shown below for a minimum of 30 days from the time of placement of the traffic marking material.


In addition, ensure in-place traffic markings meet the following reflectance values after 6 months, as obtained with an LTL 2000 Retroreflectometer or equivalent.


During the 6 month evaluation period, ensure that the paint pavement marking material shows no signs of failure due to discolorration resulting in color loss in the yellow lines or brightness of the white lines or loss of retro reflective. In the event that failures mentioned above occur, ensure that corrective work is completed by the contractor at no additional cost to the Department.

9. NON-COMPLIANCE/DEFAULT/NON-REFUNDABLE DEDUCTIONS

See Attachment ‘A’ – Non-compliance/Default/Non-refundable Deductions

10. PAYMENT

See Attachment ‘A’ – Payment


March 22, 2011

DEPARTMENT OF TRANSPORTATIONSTATE OF GEORGIA

SPECIAL PROVISION

Section 652—High Build Standard and Wet Weather Traffic Paint

Delete Section 652 and substitute the following:

652.1 General DescriptionThis work includes furnishing and applying reflectorized standard and wet weather high build traffic line paint according to the Plans and these Specifications.

This Item also includes applying words and symbols according to Plan details, Specifications, and the current Manual on Uniform Traffic Control Devices.

652.1.01 DefinitionsPainted Stripes: Solid or broken (skip) lines. The location and color are designated on the Plans.

Skip Traffic Stripes: Painted segments with unpainted gaps as specified on the Plans. The location and color are designated on the Plans.

652.1.02 Related ReferenceA. Standard Specifications

General Provisions 101 through 150

Section 656—Removal of Pavement Markings

Section 870 – Paint

B. Referenced Documents

ASTM - D711, D2176, D2177, D3335, D3718, and D4941QPL 46TT-P-1952E

652.2 MaterialsEnsure that materials for painting traffic stripe, words, and symbols meet the following requirements:

652.2.01 Waterborne High Build Traffic PaintA. General Requirements

Use material that has been evaluated (one year field evaluation) by the National Transportation Product Evaluation Program (NTPEP) test facility or other approved test facility.

Use traffic paint meeting the requirements of Section 870.2.02, 5A Waterborne White Traffic Line Paint or 5B Waterborne Yellow Traffic Line Paint, the requirements of Federal Specification TT-P-1952E Type III, and the following:

http://www.dot.ga.gov/doingbusiness/Materials/Pages/default.aspx


1. Flexibility: Apply the paint to a 30 gauge (0.39 mm), clean tin plate panel, to a wet film thickness of approximately 2 mils (0.05 mm). Use a doctor blade or other suitable means.

a. Dry the panel horizontally for 18 hours.

b. Bake the panel for 5 hours at 220° to 230° F (105° to 110° C).

c. Cool the panel to about 77° F (25° C) and bend it double over a 1/2 in (13 mm) rod. Ensure that the film does not crack or flake when bent or straightened.

2. Bleeding: Ensure that the paint does not bleed over a bituminous surface type used in Georgia. 3. Spraying: Mix the paint at the factory so it can be applied by spray machines without adding thinners.4. Coarse Particles and Skins: Ensure that the paint contains less than 1 percent of coarse particles and skins.5. Packaging: Pass the finished paint through a No. 40 (425 µm) screen while filling the containers.6. pH: Ensure that the pH is greater than 9.5.7. Non-Volatile Vehicle: Use paint with a minimum 41 percent by weight non-volatiles in the vehicle.8. Toxic Metals: Use paint free of mercury and cadmium. Use paint containing less than 20mg/kg lead in

dried film when tested in accordance with ASTM D3335. Use paint containing less than 5mg/kg chromium in dried film when tested in accordance with ASTM D3718

B. White Traffic Paint

1. Color: Ensure that the paint dries to a pure, intense white and furnishes the maximum amount of opacity when applied at 25mil (0.6mm) wet film to an opacity form in accordance with ASTM D4941.Ensure that the paint does not discolor when exposed to weather or traffic and does not appreciably discolor with stains during service life on either concrete or bituminous surfaces.

2. Unit Weight: Use paint weighing at least 13.67 lb/gal. at 77° F (1.64 kg/L at 25° C).3. Pigment Content: Use paint containing 58 - 62 percent pigment by weight.

C. Yellow Traffic Paint 1. Color: Ensure that the paint dries to a bright yellow that matches color chip #33538 of Federal Color

Standard #595B, within the limits of the Highway Yellow Color Tolerance Chart. Ensure that the paint does not discolor when exposed to weather or traffic and does not appreciably discolor from stains during service life on either concrete or bituminous surfaces.

2. Unit Weight: Use paint weighing at least 13 lb/gal (1.56 kg/L) at 77° F (25° C).3. Pigment Content: Use paint containing 56 - 60 percent pigment by weight.

652.2.02 Glass BeadsUse glass beads that conform to AASHTO M 247 Type I, Type III, or Type IV and meet the following requiements:

Coated with a surface treatment for optimal adhesion to waterborne traffic paint. Minimum quantity of true spheres is greater than 70% by weight. Maximum quantity of angular particles is less than 1% by weight Maximum quantity of particles with milkiness, scoring, or scratching is less than 2% by weight Do not impart any noticeable hue to the paint film Do not contain greater than 200ppm total arsenic, 200ppm total antimony, or 200ppm total lead when

tested according to US EPA Methods 3052 and 6010C, or other approved methods

652.2.03 Bonded Core Reflective Elements1. Use bonded core reflective elements containing either clear or yellow tinted microcrystalline ceramic beads

bonded to the outer surface.

2. Index of Refraction: Use microcrystalline ceramic beads bonded to reflective elements with a minimum index of refraction of 2.30 when tested using the liquid oil immersion method.Testing procedure for refractive index of beads by liquid immersion


a. Equipment Required: Microscope (minimum 100X magnification) Light Source - preferably sodium light or other monochromatic source, but not absolutely essential Refractive Index Liquids. (available from R.P. Cargille Laboratories, Inc., Cedar Grove, NJ.) Microscope Slide and Slide Cover Mortar and Pestle.

b. Procedure: Using the mortar and pestle, crush a few representative beads and place a few of these crushed

particles on a microscope slide. Place a drop of a refractive index liquid, with an index as close to that of the crushed particles as

can be estimated, on the particles. Cover the slide with a microscope slide cover and view the crushed particles by transmitted light

normal to the slide surface (illuminated from the bottom). Adjust the microscope mirror to allow a minimum light intensity for viewing. This is particularly

important if sodium light is not used. Bring a relatively flat and transparent particle into focus. By slightly raising and lowering the objective (microscope tube), look for one or both of the

following:1.) Becke Line: This light line will appear to move either into the particle or away from it. In

general, if the objective is raised, the line will move toward the material of higher refractive index; if the objective is lowered, the line will move toward the material of lower index.

2.) Variation in Particle Brightness: When raising the objective from a sharp focus, the particle will appear to get brighter or darker than the surrounding field. If it becomes brighter, the particles have a higher refractive index than the liquid. If it becomes darker, the glass has a lower refractive index than the liquid. In both cases, the opposite will be true if the objective is lowered.

This test can be used to confirm that the beads are above or below a specified index. It can also be used to give an accurate determination of the index (+ or - 0.001). This is done by using several refractive index liquids until a match or near match of indices occurs. The index of the glass will equal that of the liquid when no Becke line and no variation in bead brightness is observed.

3. Acid Resistance

Test a sample of microcrystalline ceramic reflective elements supplied by the manufacturer for resistance to corrosion after exposure to a 1% solution (by weight) of sulfuric acid. Make the 1% acid solution by adding 5.7cc of concentrated acid into 1000cc of distilled water. CAUTION: Always add the concentrated acid into the water, not the reverse. Place 10g of the beads in a 100ml beaker and cover with 30-40 ml of the 1% sulfuric acid solution. Cover the beaker to prevent evaporation and allow the sample to be exposed for 24 hours under these conditions. Then decant the acid solution and rinse the sample with fresh deionized water followed by drying the sample in a 150oF (66oC) oven for approximately 15 minutes or until the sample is dry. Microscopic examination (20X) shall show not more than 15% of the beads having the formation of a very distinct opaque white (corroded) layer on their entire surface to be classified as passing the acid resistance test.

652.2.04 Delivery, Storage, and Handling A. Storage:

Ensure that the paint does not cake, liver, thicken, curdle, gel, or show any other objectionable properties after storage for six months above 32 °F (0 °C).

B. Handling: Mix thoroughly before use.652.3 Construction Requirements


652.3.01 Equipment

A. Truck Mounted Paint Striping MachineUse a truck-mounted, self-contained striping machine to meet the following specifications and to apply line marking material utilizing waterborne paint and double drop system to apply glass beads and wet reflective elements to the line surface. The machine shall have the capability to apply reflectorized lines having a wet film thickness of 0.025” of line marking material at temperatures as low as 45 degrees F at speeds up to 12 mph on dry, clean pavement and shall be capable of applying three lines in two colors in either a solid or skip pattern, or a combination of these patterns, and simultaneously or separately applying a center and edge line marking.

B. Cleaning EquipmentUse brushes, brooms, scrapers, grinders, high-pressure water jets, or air blasters to remove dirt, dust, grease, oil, and other foreign matter from painting surfaces without damaging the underlying pavement.

652.3.03 PreparationLocate approved paint manufacturers on QPL 46.Before painting, thoroughly clean pavement surfaces of dust, dirt, grease, oil, and all other foreign matter. If grass or shoulder material/debris is covering the edge lines, remove material using a motor grader or other suitable equipment without causing damage to the roadway.

652.3.04 ConstructionA. Alignment

Ensure that the traffic stripe is the specified length, width, and placement. On sections where no previously applied markings are present, ensure accurate stripe location by establishing control points at spaced intervals. The Engineer will approve control points.

B. Application

Apply traffic stripe paint by machine. If areas or markings are not adaptable to machine application, use hand equipment.

1. Application RateAll work will be subject to application rate checks for both paint and beads.Apply 5 in (125 mm) wide traffic stripe at the following minimum rates:a. Solid Traffic Stripe Paint: At least 40gal/mile (80L/km)b. Skip Traffic Stripe Paint: At least 10gal/mile (20L/km)

NOTE: Change minimum rate proportionately for varying stripe widths.

2. ThicknessMaintain a 25 mils (0.58 mm) minimum wet film thickness for all painted areas.3. Do not apply paint to areas of pavement when: The surface is moist or covered with foreign matter. Air temperature in the shade is below 50 °F (10 °C) Wind causes dust to land on prepared areas or blows paint and beads around during application.

4. For Wet Weather High Build Traffic Paint: Apply a layer of bonded core reflective elements immediately after laying the paint. Apply

elements at a minimum rate of 2 lbs to each gallon (230 grams to each liter) of paint using compressed air particle dispensing guns.

Apply a layer of Type I glass beads immediately after the elements. Apply beads at a minimum rate of 8 lbs to each gallon (930 grams to each liter) of paint.

5. For Standard High Build Traffic Paint:

http://www/homeoffs/fpmr.www/media/docs/load_docs.html


Apply glass spheres to installed stripe surface above the minimum rate recommended by the paint manufacturer to produce the required retroreflectivity value in accordance with Subsection 652.3.05.B.

Apply the glass spheres with a pressure-type gun specifically designed for applying glass spheres that will embed at least one-half of the sphere’s diameter into the paint immediately after it has been applied to the pavement

C. Protective MeasuresProtect newly applied paint as follows:1. Traffic

Control and protect traffic with warning and directional signs during painting. Set up warning signs before beginning each operation and place signs well ahead of the painting equipment. When necessary, use a pilot car to protect both the traffic and the painting operation.

2. Fresh PaintProtect the freshly painted stripe using cones or drums. Repair stripe damage or pavement smudges caused by traffic according to Subsection 652.3.05.

D. Appearance and Tolerance of Variance

Continually deviating from stated dimensions is cause for stopping the work and removing the nonconforming stripe. (See Section 656.) Adhere to the following measurements:

1. WidthDo not lay stripe less than the specified width. Do not lay stripe more than 1/2 in (13 mm) over the specified width.

2. LengthEnsure that the 10 ft (3 m) painted skip stripe and the 30 ft (10 m) gap between painted segments vary no more than ± 1 ft (300 mm) each.

3. Alignmenta. Ensure that the stripe does not deviate from the intended alignment by more than 1 in (25 m) on

tangents or curves of 1 degree or less. b. Ensure that the stripe does not deviate by more than 2 in (50 mm) on curves exceeding 1 degree.

652.3.05 Quality AcceptanceA. General

For a minimum of 30 days from the time of placement, ensure the high build traffic paint pavement marking material shows no signs of failure due to blistering, excessive cracking, shipping, bleeding, staining, discoloration, oil content of the pavement materials, smearing or spreading under heat, deterioration due to contact with grease deposits, oil, diesel fuel, or gasoline drippings, spilling, poor adhesion to the pavement material, vehicular damage, and normal wear. In the event that failures mentioned above occur, ensure corrective work is completed at no additional cost to the Department.

If high build traffic paint traffic stripe fails to meet Plan details or Specifications or deviates from stated dimensions, correct it at no additional cost to the Department. If removal of pavement markings is necessary, perform it according to Section 656 and place it according to this Specification. No additional payment will be made for removal and replacement of unsatisfactory striping.

B. Initial Retroreflectivity

1. Longitudinal Lines

At the time of installation, ensure the in-place markings meet the following minimum reflectance values:

a. Wet Weather High Build Traffic Paint

Retroreflectivity [mcd(ft-2)(fc-1)] {metric equivalent:[ mcd(m-2)(lux-1)]}White Yellow

Dry (ASTM E1710) 400 325


Wet recovery (ASTM D2177) 400 325

b. Standard High Build Traffic Paint

Retroreflectivity [mcd(ft-2)(fc-1)] {metric equivalent:[ mcd(m-2)(lux-1)]}

White YellowDry (ASTM E1710) 300 200

Retest the in-place markings 30 days after installation to ensure these minimum retroreflectance values are maintained. For skip lines, measure retroreflectivity within 2 feet (600 mm) of the beginning, in the middle, and within 2 feet (600 mm) of the end of a single skip. Calculate the average of the 3 readings. Measure retroreflectivity of center lines and edge lines directly across from the skip line 3 times each, moving the retroreflectometer a distance of approximately 2 feet between measurements. Calculate each average of 3 readings. Repeat for each mile (kilometer). For projects less than 2 miles (3 km), take an average of 3 measurements on each line within 200 feet (60 m) of the beginning, in the middle, and within 200 feet (60 m) of the end of the project. Calculate each average of 3 readings.

In the event failures occur, ensure corrective work is completed at no additional cost to the Department. The Project Manager will determine the extent of corrective work necessary. Perform testing according to ASTM E 1710, and ASTM D 2177 at above described intervals. Any retest due to failures will be performed at no additional cost to the Department. Furnish all test reports to the Department.

2. Messages, Symbols, and Transverse Lines

At the time of installation, ensure the in-place markings when tested according to ASTM E 1710 meet the following minimum reflectance value of 275 mcd/lux/m2.

Perform at a minimum, one retroreflectivety measurement at one message, one symbol and one transverse line per intersection. Take one measurement per mile for locations other than intersections (i.e. school messages, railroad messages, bike symbols etc.)

C. Film Thickness

Check the film thicknesses on all skip lines, edge lines and center lines as follows:

Place durable tapes, films, or metal plates of known and uniform thickness within the first 200 feet (60 m) to be striped. After the striper has passed over, remove the sample and measure the thickness with calipers or a micrometer.

If the thickness is deficient, make the necessary adjustments, and recheck within the next 200 feet (60 m).

Perform additional thickness checks every 2 miles (3 km). For projects less than 4 miles (6 km), check the thickness on each line within 200 feet (60 m) of the beginning, in the middle, and within 200 feet (60 m) of the end of the project.

Submit results and thickness samples to Department Project Manager.

652.3.06 VerificationSOP 14F

652.4 MeasurementWhen traffic stripe is paid for by the square yard (meter), the number of square yards (meters) painted is measured and the space between stripes is included in the overall measurement.

Linear measurements are made on the painted surface by an electronic measuring device attached to a vehicle. On curves, chord measurements, not exceeding 100 linear feet (30 linear meters), are used.

Traffic stripe and markings, complete in place, are measured and accepted for payment as follows

A. Solid Traffic Stripe


Solid traffic stripe is measured by the linear foot (meter), linear mile (kilometer), or square yard (meter). Breaks or omissions in solid lines or stripes at street or road intersections are not measured.

B. Skip Traffic Stripe

Skip traffic stripe is measured by the gross linear foot (meter) or gross linear mile (kilometer). Unpainted spaces between the stripes are included in the overall measurements if the Plan ratio of 1 to 3 remains uninterrupted. Measurement begins and ends on a stripe.

C. Pavement Markings

Markings are words and symbols completed according to Plan dimensions. Markings are measured by the unit.

652.5 PaymentPayment will be full compensation for the work under this Section, including the following:

Cleaning and preparing surfaces Furnishing materials, including paints, beads, and thinners Applying, curing, and protecting paints Protecting traffic, including providing and placing necessary warning signs Furnishing tools, machines, and other equipment necessary to complete the Item


ATTACHMENT C:PAVEMENT MARKING BID RESPONSE FORM

Vendor Name: __________________________Vendor ID #: _______________________

Vendor Address: __________________________ Vendor Phone #: ____________________

Contractor to provide: Unit Cost

Line Item Unit of Measure Bid Unit Costs ($)

SOLID TRAFFIC STRIPE, 5 IN, WHITE Linear Mile (LM) $________ per LM

SOLID TRAFFIC STRIPE, 5 IN, YELLOW Linear Mile (LM) $________ per LM

SKIP TRAFFIC STRIPE, 5 IN, WHITE Gross Linear Mile (GLM) $________ per GLM

SKIP TRAFFIC STRIPE, 5 IN, YELLOW Gross Linear Mile (GLM) $________ per GLM

SOLID TRAFFIC STRIPE, 5 IN, WHITE Linear Foot (LF) $________ per LF

SOLID TRAFFIC STRIPE, 5 IN, YELLOW Linear Foot (LF) $________ per LF

SKIP TRAFFIC STRIPE, 5 IN, WHITE Gross Linear Foot (GLF) $________ per GLF

SKIP TRAFFIC STRIPE, 5 IN, YELLOW Gross Linear Foot (GLF) $________ per GLF

SKIP TRAFFIC STRIPE, HIGH BUILD WET WEATHER, 5 IN, WHITE

Gross Linear Mile (GLM) $________ per GLM

SKIP TRAFFIC STRIPE, HIGH BUILD WET WEATHER, 5 IN, YELLOW


SKIP TRAFFIC STRIPE, HIGH BUILD WET WEATHER-5 IN, (WHITE-YELLOW)

Gross Linear Foot (GLF) $________ per GLF

SOLID TRAFFIC STRIPE, HIGH BUILD WET WEATHER, 5 IN, WHITE Linear Mile (LM) $________ per LM


SOLID TRAFFIC STRIPE, HIGH BUILD WET WEATHER, 5 IN, YELLOW Linear Mile (LM) $________ per LM

THERMOPLASTIC PVMT MARKING, HANDICAP SYMBOL Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, RR/HWY CROSSING SYMBOL Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, BIKE SHARED LANE SYMBOL Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, ARROW, TP 1 (STRAIGHT) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, ARROW, TP 2 (LEFT OR RIGHT TURN) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, ARROW, TP 3 (STRAIGHT-TURN) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, ARROW, TP 4 (PAVEMENT MARKING ARROW 64.5 SQ.FT.) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, ARROW, TP 5 (COMBINATION RIGHT AND LEFT TURN) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, ARROW, TP 6 (COMBINATION LEFT TURN-U-TURN) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, ARROW, TP 7 (U-TURN) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, WORD, TP 1 (ONLY) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, WORD, TP 2 (STOP) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, WORD, TP 3A (SCHOOL-SINGLE LANE) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, WORD, TP 3B (SCHOOL -TWO LANE) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, WORD, TP 4 (AHEAD) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, WORD, TP 5 (SLOW) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, WORD, TP 6 (BUSES) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, WORD, TP 7 (LANE ENDS) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, WORD, TP 10 (LANE ENDS 1000 FEET)

Per Each (EA) $________ per EA


THERMOPLASTIC PVMT MARKING, WORD, TP 11 (LANE ENDS 2000 FEET) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, WORD, TP 12 (LANE EXIT 1000 FEET) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, WORD, TP 13 (LANE EXIT 2000 FEET) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, WORD, TP 15 (YIELD) Per Each (EA) $________ per EA

THERMOPLASTIC PVMT MARKING, WORD, TP 16 Per Each (EA) $________ per EA



THERMOPLASTIC PVMT MARKING, SYMBOL, TP 1 Per Each (EA) $________ per EA

THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE Linear Foot (LF) $________ per LF

THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOW Linear Foot (LF) $________ per LF




THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, WHITE Linear Mile (LM) $________ per LM

THERMOPLASTIC SOLID TRAF STRIPE, 5 IN, YELLOW Linear Mile (LM) $________ per LM

THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, WHITE Gross Linear Foot (GLF) $________ per GLF

THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, YELLOW


THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, WHITE Gross Linear Mile (GLM) $________ per GLM

THERMOPLASTIC SKIP TRAF STRIPE, 5 IN, YELLOW


THERMOPLASTIC TRAF STRIPING, WHITE Square Yard (SY) $________ per SY

THERMOPLASTIC TRAF STRIPING, YELLOW Square Yard (SY) $________ per SY


RAISED PVMT MARKERS TP 1 (TWO-WAY YELLOW) Per Each (EA) $________ per EA

RAISED PVMT MARKERS TP 2 (ONE-WAY YELLOW) Per Each (EA) $________ per EA

RAISED PVMT MARKERS TP 3 (RED & CLEAR) Per Each (EA) $________ per EA

RAISED PVMT MARKERS TP 4 (4 IN. ROUND CERAMIC WHITE, YELLOW OR BLACK) Per Each (EA) $________ per EA

RAISED PVMT MARKERS TP 5 (4X5 IN. OVAL CERAMIC WHITE, YELLOW OR BLACK) Per Each (EA) $________ per EA

RAISED PVMT MARKERS TP 6 (4X5 IN. OVAL CERAMIC WHITE, YELLOW OR BLACK REFLECTIVE)


RAISED PVMT MARKERS TP 7 (NON-REFLECTIVE CERAMIC JIGGLE BAR MARKER WHITE OR YELLOW 6X6X1 IN.)


RAISED PVMT MARKERS TP 8 (REFLECTIVE CERAMIC JIGGLE BAR MARKER WHITE OR YELLOW 6X6X1 IN.)


RAISED PVMT MARKERS TP 10 (REFLECTIVE CHANNEL MARKER 8 IN DIA. / 6 IN. HIGH) Per Each (EA) $________ per EA

PVMT ARROW, THERMOPLASTIC, WITH RAISED REFLECTORS Per Each (EA) $________ per EA

REMOVE EXIST SOLID TRAF STRIPE, 5 IN, THERMOPLASTIC Linear Foot (LF) $________ per LF




REMOVE EXIST SKIP TRAF STRIPE, 5 IN, THERMOPLASTIC


REMOVE EXIST SOLID TRAF STRIPE, 5 IN, THERMOPLASTIC Linear Mile (LM) $________ per LM

REMOVE EXIST SKIP TRAF STRIPE, 5 IN, THERMOPLASTIC


REMOVE EXIST TRAF MARKINGS, THERMOPLASTIC Square Yard (SY) $________ per SY

REMOVE EXIST TRAF MARKINGS – Per Each (EA) $________ per EA


PREFORMED PLASTIC SOLID PVMT MKG, 5 IN, WHITE, TP PB Linear Mile (LM) $________ per LM

PREFORMED PLASTIC SOLID PVMT MKG, 8 IN, CONTRAST (BLACK-WHITE), TP PB Linear Mile (LM) $________ per LM

PREFORMED PLASTIC SKIP PVMT MKG, 5 IN, WHITE, TP PB


PREFORMED PLASTIC SKIP PVMT MKG, 8 IN, CONTRAST, (BLACK-WHITE), TP PB


PREFORMED PLASTIC SOLID PVMT MKG, 5 IN, YELLOW, TP PB Linear Mile (LM) $________ per LM

WET REFLECTIVE PREFORMED SOLID PAVEMENT MARKINGS, 5 INCH WIDE, WHITE Linear Foot (LF) $________ per LF

WET REFLECTIVE PREFORMED SOLID PAVEMENT MARKINGS, 5 INCH WIDE, YELLOW Linear Foot (LF) $________ per LF

WET REFLECTIVE PREFORMED SOLID PAVEMENT MARKINGS, 10 INCH WIDE, WHITE Linear Foot (LF) $________ per LF

WET REFLECTIVE PREFORMED SOLID PAVEMENT MARKINGS, 5 INCH WIDE, WHITE Linear Mile (LM) $________ per LM

WET REFLECTIVE PREFORMED SOLID PAVEMENT MARKINGS, 5 INCH WIDE, YELLOW Linear Mile (LM) $________ per LM

WET REFLECTIVE PREFORMED SKIP PAVEMENT MARKINGS, 5 INCH WIDE, WHITE


WET REFLECTIVE PREFORMED SKIP PAVEMENT MARKINGS, 8 INCH, CONTRAST (BLACK-WHITE) TP TR


WET REFLECTIVE PREFORMED SKIP PAVEMENT MARKINGS, 10 IN, YELLOW


WET REFLECTIVE PREFORMED SKIP PAVEMENT MARKINGS, 5 INCH WIDE, WHITE


WET REFLECTIVE PREFORMED SKIP PAVEMENT MARKINGS, 8 INCH, CONTRAST (BLACK-WHITE), TP TR


WET REFLECTIVE PREFORMED SKIP PVMT MARKING,8 IN, CONTRAST (BLACK-WHITE)


WET REFLECTIVE PREFORMED PAVEMENT MARKINGS, WHITE Square Yard (SY) $________ per SY

WET REFLECTIVE PREFORMED PAVEMENT MARKINGS, YELLOW Square Yard (SY) $________ per SY

WET REFLECTIVE PREFORMED PAVEMENT MARKINGS, WORDS OR SYMBOLS Per Each (EA) $________ per EA


WET REFLECTIVE PREFORMED PAVEMENT MARKINGS, 18 INCH, WHITE Linear Foot (LF) $________ per LF

SOLID POLYUREA TRAFFIC STRIPE, 5 IN, WHITE Linear Mile (LM) $________ per LM

SOLID POLYUREA TRAFFIC STRIPE, 5 IN, YELLOW Linear Mile (LM) $________ per LM

SKIP POLYUREA TRAFFIC STRIPE, 5 IN, WHITE Gross Linear Mile (GLM) $________ per GLM