179000-DBA CONSTRUCTION CONTRACT 2-23-17.PDF

JOB ORDER CONTRACT
BETWEEN
MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION
AND
DBA CONSTRUCTION, INC.
FOR
JOC BRIDGE DECK OVERLAY AND SEALING
SERVICES
SERIAL # 179000-JOC
MCDOT CONTRACT # 2016-049
AGENDA # C-73-17-028-5-00

MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION
MCDOT CONTRACT # 2016-049
TABLE OF CONTENTS
Table of Contents
TABLE OF CONTENTS .............................................................................................. 2
ARTICLE I - SCOPE OF WORK: ................................................................................ 3
ARTICLE II - CONTRACT DOCUMENTS: ................................................................ 3
ARTICLE III - TIME OF COMPLETION: .................................................................. 4
ARTICLE IV - WORK ASSIGNMENTS AND PERIOD OF SERVICE: ....................... 4
ARTICLE V – PAYMENTS: ........................................................................................ 4
ARTICLE VI- TERMINATION OR SUSPENSION OF THE CONTRACT OR TASK
ORDER 5
VI-A TERMINATION BY THE OWNER FOR CAUSE 5
VI-B SUSPENSION BY THE OWNER FOR CONVENIENCE 6
VI-C OWNER'S TERMINATION FOR CONVENIENCE 6
ARTICLE VII - NEGOTIATION CLAUSE: ................................................................. 8
ARTICLE VIII - COMPLIANCE WITH LAWS:.......................................................... 8
ARTICLE IX - SBE PROGRAM: ................................................................................. 9
ARTICLE X - ANTI-DISCRIMINATION PROVISION: .............................................. 9
ARTICLE XI - INDEMNIFICATION: ......................................................................... 9
ARTICLE XII - INSURANCE REQUIREMENTS: ....................................................... 10
ARTICLE XIII – INFLUENCE: ................................................................................... 12
ARTICLE XIV – TITLE VI: ......................................................................................... 12
ARTICLE XV – MISCELLANEOUS: .......................................................................... 12
Signature ...................................................................................................................... 13
STATUTORY PAYMENT BOND ................................................................................ 14
STATUTORY PERFORMANCE BOND ...................................................................... 15
CERTIFICATE OF INSURANCE ................................................................................ 16
NO COLLUSION AFFIDAVIT .................................................................................... 17
VERIFICATION OF LICENSE .................................................................................... 18
AFFIDAVIT OF COMPLIANCE ................................................................................. 19
MARICOPA COUNTY SBE PARTICIPATION REPORTING FORM ......................... 20
Certificate of Performance and Payment of ALL Claims ............................................... 21
ON CALL CONSTRUCTION PAYMENT REQUEST .................................................. 22
TITLE VI ASSURANCES ............................................................................................ 23
EXHIBIT A-SCOPE OF WORK .................................................................................. 24
EXHIBIT B-FEE SCHEDULE ...................................................................................... 41
Page 2 of 41 Contract No. 2016-049

MCDOT CONTRACT # 2016-049
Job Order Contract for JOC BRIDGE DECK OVERLAY AND SEALING SERVICES
The Maricopa County Department of Transportation, hereinafter called the COUNTY, is desirous of
having Job Order Contract for JOC BRIDGE DECK OVERLAY AND SEALING SERVICES
performed when requested by the Maricopa County Department of Transportation through a specific
Work Assignment for those services more fully described in Exhibit A, General Scope of Work, and
Exhibit B, Unit Price List; and DBA CONSTRUCTION, INC. hereinafter called
“CONTRACTOR”, with its principal offices located at 1833 S. 59th Avenue, Phoenix, AZ 85043,
602-442-6767, is desirous of performing said services;
THIS AGREEMENT, made and entered into this 15th day of February, 2017, by and between
MARICOPA COUNTY acting by and through its BOARD OF SUPERVISORS, and DBA
CONSTRUCTION, INC. .
WITNESSETH: The CONTRACTOR shall be paid a fee not-to-exceed Three Million Dollars
($3,000,000.00) per contract year, maximum One Million Dollars ($1,000,000.00) limit per
individual project task order, up to five (5) years for a total not-to-exceed of Seven Million
Dollars and No Cents ($7,000,000.00) for complete and satisfactory performance of work under this
contract in accordance with the Scope of Work and the detailed Scope(s) of Work in the manner and at
the times hereinafter provided, and of the other covenants and agreements herein contained, hereby
agrees for himself, heirs, executors, administrators, successors, and assigns as follows:
ARTICLE I - SCOPE OF WORK:
The CONTRACTOR, under the general supervision of the Department of Transportation Director,
shall perform JOC BRIDGE DECK OVERLAY AND SEALING SERVICES as are necessary for
the Work Assignment and according to the directions and designated standards of the COUNTY, and
in accordance with Exhibit A, General Scope of Work. It is understood and agreed that the COUNTY’s
authorized representative shall be the Department of Transportation Director or his/her duly authorized
representative, hereinafter called the “Agent”. For purposes of this contract, the Agent’s duly authorized
representative shall be the Project Manager and he/she shall be the sole contact for administering this
contract.
CONTRACTOR shall provide services, and complete in a workmanlike and substantial manner and to
the satisfaction of the Department of Transportation Director, project JOC BRIDGE DECK
OVERLAY AND SEALING SERVICES under work assignments for the Maricopa County
Department of Transportation, and furnish at its own cost and expense all necessary machinery,
equipment, tools, apparatus, and labor to complete the work in the most substantial and workmanlike
manner according to the Specifications and Work Assignment on file with the Maricopa County
Department of Transportation, and such modifications of the same and other directions that may be
made by the Maricopa County Department of Transportation as provided herein. The CONTRACTOR
shall meet periodically with the County Agent so as to keep the COUNTY informed of the progress of
the work in accordance with each work assignment.
ARTICLE II - CONTRACT DOCUMENTS:
The Contract Documents (Plans, Specifications, Addenda, if any, Affidavits, Performance Bond,
Payment Bond, Certificates of Insurance, and Change Orders, if any) are by this reference made a part
of this Contract and shall have the same effect as though all of the same were fully inserted herein.
Page 3 of 41 Contract No. 2016-049

ARTICLE III - TIME OF COMPLETION:
CONTRACTOR further covenants and agrees at its own proper cost and expense, to complete all work
for the construction of assigned JOC BRIDGE DECK OVERLAY AND SEALING SERVICES
and to completely construct the same and provide the services therein, as called for by this agreement
free and clear of all claims, liens, and charges whatsoever, in the manner and under the conditions
specified within the time, or times, stated in the Work Assignment.
ARTICLE IV - WORK ASSIGNMENTS AND PERIOD OF SERVICE:
Within the guidelines set forth in Exhibit A, General Scope of Work, a detailed scope of work will
be developed for each Work Assignment and incorporated herein by reference, and if applicable, a
Small Business Enterprise goal will be established. A not-to-exceed fee will be negotiated for each
Work Assignment consistent with Exhibit B, Unit Price List.
The CONTRACTOR shall complete all work in accordance with the provisions of Exhibit A,
General Scope of Work and the detailed Scope of Work as negotiated for each specific Work
Assignment. Performance for a Work Assignment shall commence only upon receipt of the Agent’s
written notice to proceed. Work Assignments may be issued at any time during the term of this
Contract. This Contract will remain in full force and effect during the performance of any Work
Assignment.
This contract shall be effective for a period of two (2) years from the Board award date and may be
renewed, if mutually agreed to by both the CONTRACTOR and the COUNTY, for an additional
three (3) 1-year periods. Market escalations in material costs may be negotiated upon written request
from the Contractor.
ARTICLE V – PAYMENTS:
For and in consideration of the satisfactory performance of the work herein embraced as set forth in
the Contract Documents, which are a part hereof, and in accordance with the directions of the
COUNTY, through its Engineer and to its satisfaction, the COUNTY agrees to pay the said
CONTRACTOR the amount earned, computed from actual quantities of work performed and
accepted, or materials furnished at the price listed on the Work Assignment Proposal made a part
hereof, and to make such payment in accordance with the requirements of A.R.S. Sec. 34-607, as
amended. CONTRACTOR agrees to discharge its obligations and make payments to its
subcontractors and suppliers in accordance with A.R.S. Sec. 34-607.
The COUNTY does not guarantee any minimum or maximum fee during the period of this contract,
and Contractor, in accepting this contract, does not anticipate any minimum or maximum fee.
The COUNTY shall pay the CONTRACTOR in full for each Work Assignment upon satisfactory
completion and acceptance by the COUNTY, provided the Contractor returns the executed
Certificate of Performance furnished by the Agent. Should an assignment require more than thirty
(30) days to complete, the Contractor may invoice progress payments based on COUNTY approved
monthly progress reports and subject to the limitations set forth in the Scope of Work negotiated for
each Work Assignment.
Page 4 of 41 Contract No. 2016-049

Upon completion of each Work Assignment under this contract, the CONTRACTOR will furnish
to the COUNTY an executed Certificate of Performance. The Certificate of Performance must be
notarized.
ARTICLE VI- TERMINATION OR SUSPENSION OF THE CONTRACT OR TASK ORDER
VI-A TERMINATION BY THE OWNER FOR CAUSE
VI-A.1 Criteria for Termination for Cause: The Owner may terminate the Contract
or terminate a Task Order if the Job Order Contractor:
VI-A.2 Repeatedly refuses or fails to supply enough properly skilled workers or
proper materials;
VI-A.3 Repeatedly disregards laws, ordinances, rules, regulations, or orders of a
public authority having jurisdiction;
VI-A.4 Materially breaches any provision of the Contract or Task Order;
VI-A.5 Fails to furnish the Owner with assurances satisfactory to the Owner
evidencing the Job Order Contractor’s ability to complete the Work for the
Task Order in compliance with all the requirements of the Contract; or
VI-A.6 Fails after commencement of the Work to proceed diligently and
continuously with the construction and completion of the Work for more
than seven (7) days, except as permitted under the Contract.
VI-A.7 Repeatedly refuses or fails to carry out Safety provisions as required by
Contract;
VI-A.8 Fails to make payment to Subcontractors for materials or labor in
accordance with the respective agreements between the Job Order
Contractor and the Subcontractors.
VI-A.9 Effect of Termination for Cause: When any of the above conditions exist,
the Owner, may without prejudice to any other rights or remedies of the
Owner, and after giving the Job Order Contractor and the Job Order
Contractor’s Surety, if any, three (3) days' written notice, terminate the
Contract or Task Order and may, subject to any prior rights of the Surety:
VI-A.10 Take possession of the Site and all materials, equipment, tools, and
construction equipment machinery thereon owned by the Job Order
Contractor;
VI-A.11 Accept assignment of subcontracts pursuant to Article 5.4; and
VI-A.12 Finish the Work for the Task Order by whatever reasonable method the
Owner may deem expedient.
Page 5 of 41 Contract No. 2016-049

VI-A.13 Job Order Contractor Right to Receive Payment: When the Owner
terminates the Contract or a Task Order for one of the reasons stated in
Article VI-A.2-VI-A.8, the Job Order Contractor shall not be entitled to
receive further payment for the Task Order until the Work is finished.
VI-A.14 Costs for Finishing Work: If the unpaid balance of the Contract Sum
exceeds costs of finishing the Work for the Task Order, including
compensation for the Owner’s services and expenses made necessary
thereby, such excess shall be paid to the Job Order Contractor. If such costs
exceed the unpaid balance, the Job Order Contractor shall pay the
difference to the Owner. The amount to be paid to the Job Order Contractor
or Owner, as the case may be, shall, upon application, be certified after
consultation with the Owner, and this obligation for payment shall survive
termination of the Contract.
VI-B SUSPENSION BY THE OWNER FOR CONVENIENCE
VI-B.1 Owner's Right: The Owner may, without cause, order the Job Order
Contractor in writing to suspend, delay, or interrupt the Work for a Task
Order in whole or in part for such period of time as the Owner may
determine.
VI-B.2 Adjustment in Task Order Sum. An adjustment shall be made for increases
in the cost of performance of the Task Order, including profit on the
increased cost of performance, caused by suspension, delay, or
interruption. No adjustment shall be made to the extent:
VI-B.3 that performance is, was, or would have been so suspended, delayed, or
interrupted by another cause for which the Job Order Contractor is
responsible; or
VI-B.4 that an equitable adjustment is made or denied under another provision of
this Contract.
VI-B.5 Method for Adjustment in Task Order Sum: Adjustments made in the cost
of performance may have a mutually agreed fixed or percentage fee.
VI-C OWNER'S TERMINATION FOR CONVENIENCE
VI-C.1 Effect of Termination for Convenience: The Owner reserves the right to
terminate the Contract or a Task Order for convenience and without cause,
even if Job Order Contractor has not failed to perform any part of the
Contract or a Task Order. Termination of the Task Order Work shall be
effected by written notice to the Job Order Contractor. Upon receipt of
such notice, Job Order Contractor shall, unless the notice otherwise
directs:
Page 6 of 41 Contract No. 2016-049

VI-C.2 Immediately discontinue the Work of the Task Order and the placing of
all orders and subcontracts in connection with this Contract;
VI-C.3 Immediately cancel all of the existing orders and subcontracts made
hereunder or for the Task Order involved;
VI-C.4 Immediately transfer to the Owner all materials, supplies, Work in
progress, appliances, facilities, machinery, and tools acquired by the Job
Order Contractor in connection with the performance of the Contract or
the Task Order, and take such action as may be necessary or as the Owner
may direct for protection and preservation of the Work relating to this
Contract; and
VI-C.5 Deliver all plans, Drawings, Specifications, and other necessary
information to Owner.
VI-C.6 Job Order Contractor’s Exclusive Remedy: If the Owner terminates the
Contract or a Task Order for convenience, the following shall be the Job
Order Contractor’s exclusive remedy:
VI-C.7 Reimbursement of all actual expenditures and costs approved by the
Owner as having been made or incurred in performing the Work;
VI-C.8 Reimbursement of expenditures made and costs incurred with the Owner's
prior written approval in settling or discharging outstanding commitments
entered into by the Job Order Contractor in performing the Contract; and
VI-C.9 Payment of profit, in so far as profit is realized hereunder, of an amount
equal to the estimated profit on any Task Order Work underway at the time
of termination multiplied by the percentage of completion of the Work. In
no event shall the Job Order Contractor be entitled to anticipated fees or
profits on Work not required to be performed.
VI-C.10 Warranties, Guarantees, and Indemnities to Remain in Effect: All
obligations of the Job Order Contractor under the Contract with respect to
completion of the Work, including but not limited to all warranties,
guarantees, and indemnities, shall apply to all Work completed or
substantially completed by the Job Order Contractor prior to a
convenience termination by the Owner. Notwithstanding the above, any
convenience termination by the Owner or payments to the Job Order
Contractor shall be without prejudice to any claims or legal remedies that
the Owner may have against the Job Order Contractor for any cause.
VI-C.11 Conversion of Termination for Cause to Termination for Convenience:
Upon a determination that a termination of this Contract or a Task Order,
other than a termination for convenience, under this Article was wrongful
or improper for any reason, such termination shall automatically be
Page 7 of 41 Contract No. 2016-049

deemed converted to a convenience termination under this Article VI, and
the Job Order Contractor’s remedy for such wrongful termination shall be
limited to the recoveries specified under Article VI-C.6.
VI-C.12 Remedy Limited to Damages: In the event that Job Order Contractor is
terminated, whether for cause or convenience, the Job Order Contractor’s
sole remedy shall be for damages. In no event shall Job Order Contractor
be entitled to reinstatement or other equitable relief from a court or through
Alternative Dispute Resolution as provided in Exhibit B.
VI-C.13 Notice that Contract is Subject to Termination Provisions of A.R.S. § 38-
511: The parties acknowledge, and as required by law, notice is hereby
given that this Contract is subject to A.R.S. § 38-511.
VI-C.14 NON-DISCRIMINATION: CONTRACTOR agrees to comply with all
provisions and requirements of Arizona Executive Order 2009-09
including flow down of all provisions and requirements to any
subcontractors. Executive Order 2009-09 supersedes Executive order 99-
4 and amends Executive order 75-5 and may be viewed and downloaded
at the Governor of the State of Arizona’s website
http://www.azgovernor.gov/dms/upload/EO_2009_09.pdf which is
hereby incorporated into this contract as if set forth in full herein. During
the performance of this contract, CONTRACTOR shall not discriminate
against any employee, client or any or any other individual in any way
because of that person’s age, race, creed, color, religion, sex, disability or
national origin.
ARTICLE VII - NEGOTIATION CLAUSE:
Recovery of damages related to expenses incurred by CONTRACTOR for a delay for which the
COUNTY is responsible, which is unreasonable under the circumstances and which was not within the
contemplation of the parties to the contract, shall be negotiated between CONTRACTOR and the
COUNTY. This provision shall be construed so as to give full effect to any provision in the contract,
which requires notice of delays, provides for arbitration or other procedure for settlement or provides
for liquidated damages.
ARTICLE VIII - COMPLIANCE WITH LAWS:
CONTRACTOR is required to comply with all Federal, State and local ordinances and regulations.
CONTRACTOR'S signature on this contract certifies compliance with the provisions of the I-9
requirements of the Immigration Reform Control Act of 1986 for all personnel that CONTRACTOR
and any subcontractors employ to complete this project. It is understood that the COUNTY shall
conduct itself in accordance with the provisions of the Maricopa County Procurement Code.
The CONTRACTOR warrants that it is in compliance with A.R.S. §41-4401 and further
acknowledges:
Page 8 of 41 Contract No. 2016-049

VIII.A That the CONTRACTOR and its sub-contractors, if any, warrant their
compliance with all federal immigration laws and regulations that relate to
their employees and their compliance with A.R.S. §23-214, subsection A;
after December 31, 2007, every employer, after hiring an employee, shall
verify the employment eligibility of the employee through the e-verify
program and shall keep a record of the verification for the duration of the
employee’s employment or at least three years, whichever is longer.
VIII.B That a breach of a warranty under subsection 1 above, shall be deemed a
material breach of the contract that is subject to penalties up to and including
termination of the contracts;
VIII.C That the contracting government entity retains the legal right to inspect the
papers of any CONTRACTOR or sub-contractor employee who works on
the contract to ensure that the CONTRACTOR or sub-contractor is
complying with the warranty provided under subsection 1 above and that the
CONTRACTOR agrees to make all papers and employment records of said
employee(s) available during normal working hours in order to facilitate
such an inspection.
VIII.D That nothing herein shall make any CONTRACTOR or sub-contractor an
agent or employee of the contracting government entity.
ARTICLE IX - SBE PROGRAM:
It is Maricopa County’s policy to endeavor to ensure in every way possible that small business
participation firms shall have the opportunity to provide professional services, materials, and contractual
services to the County in a nondiscriminatory manner.
ARTICLE X - ANTI-DISCRIMINATION PROVISION:
CONTRACTOR agrees not to discriminate against any employee or applicant for employment because
of race, age, color, religion, sex, disability, or national origin, and further agrees not to engage in any
unlawful employment practices. CONTRACTOR further agrees to insert the foregoing provision in
all subcontracts hereunder.
ARTICLE XI - INDEMNIFICATION:
To the fullest extent permitted by law, CONTRACTOR shall defend, indemnify, and hold harmless
COUNTY, its agents, representatives, officers, directors, officials, and employees from and against
all claims, damages, losses and expenses, including reasonable attorney fees and court costs, but only
to the extent caused by the negligence, reckless or intentional wrongful conduct of the consultant or
others persons employed or used by the consultant in the performance of the contract or subcontract.
“Other persons employed or used” means a subconsultant to a consultant or design professional in
any tier, or any
other person or entity who performs work or design professional services, or provides labor, services,
materials or equipment in connection with the contract.
Page 9 of 41 Contract No. 2016-049

The amount and type of insurance coverage requirements set forth herein will in no way be construed
as limiting the scope of the indemnity in this paragraph. The scope of this indemnification does not
extend to the sole negligence of COUNTY.
ARTICLE XII - INSURANCE REQUIREMENTS:
CONTRACTOR, at CONTRACTOR'S own expense, shall purchase and maintain the herein
stipulated minimum insurance from a company or companies duly licensed by the State of Arizona
and possessing a current A.M. Best, Inc. rating of B++. In lieu of State of Arizona licensing, the
stipulated insurance may be purchased from a company or companies, which are authorized to do
business in the State of Arizona, provided that said insurance companies meet the approval of
COUNTY. The form of any insurance policies and forms must be acceptable to COUNTY.
All insurance required herein shall be maintained in full force and effect until all work or service
required to be performed under the terms of the Contract is satisfactorily completed and formally
accepted. Failure to do so may, at the sole discretion of COUNTY, constitute a material breach of
this Contract.
CONTRACTOR’S insurance shall be primary insurance as respects COUNTY, and any insurance
or self-insurance maintained by COUNTY shall not contribute to it.
Any failure to comply with the claim reporting provisions of the insurance policies or any breach of
an insurance policy warranty shall not affect the COUNTY’S right to coverage afforded under the
insurance policies.
The insurance policies may provide coverage that contains deductibles or self-insured retentions.
Such deductible and/or self-insured retentions shall not be applicable with respect to the coverage
provided to COUNTY under such policies. CONTRACTOR shall be solely responsible for the
deductible and/or self-insured retention and COUNTY, at its option, may require CONTRACTOR
to secure payment of such deductibles or self-insured retentions by a surety bond or an irrevocable
and unconditional letter of credit.
COUNTY reserves the right to request and to receive, within 10 working days, certified copies of
any or all of the herein required insurance policies and/or endorsements. COUNTY shall not be
obligated, however, to review such policies and/or endorsements or to advise CONTRACTOR of
any deficiencies in such policies and endorsements, and such receipt shall not relieve
CONTRACTOR from, or be deemed a waiver of COUNTY’S right to insist on strict fulfillment of
CONTRACTOR’S obligations under this Contract.
The insurance policies required by this Contract, except Workers’ Compensation, and Errors and
Omissions, shall name COUNTY, its agents, representatives, officers, directors, officials and
employees as Additional Insureds.
The policies required hereunder, except Workers’ Compensation, and Errors and Omissions, shall
contain a waiver of transfer of rights of recovery (subrogation) against COUNTY, its agents,
Page 10 of 41 Contract No. 2016-049

representatives, officers, directors, officials and employees for any claims arising out of
CONTRACTOR’S work or service.
CONTRACTOR is required to procure and maintain the following coverages indicated by a
checkmark:
 Commercial General Liability
Commercial General Liability insurance and, if necessary, Commercial Umbrella insurance
with a limit of not less than $2,000,000 for each occurrence, $4,000,000 Products/Completed
Operations Aggregate, $4,000,000 General Aggregate Limit, and $2,000,000 Personal &
Advertising Injury. The policy shall include coverage for bodily injury, broad form property
damage, personal injury, products and completed operations and blanket contractual
coverage, and shall not contain any provision which would serve to limit third party action
over claims. There shall be no endorsement or modification of the CGL limiting the scope of
coverage for liability arising from explosion, collapse, or underground property damage.
 Automobile Liability
Commercial/Business Automobile Liability insurance and, if necessary, Commercial
Umbrella insurance with a combined single limit for bodily injury and property damage of
not less than $2,000,000 each occurrence with respect to any of the CONTRACTOR’S
owned, hired, and non-owned vehicles assigned to or used in performance of the
CONTRACTOR’S work or services under this Contract.
 Workers’ Compensation
Workers’ Compensation insurance to cover obligations imposed by federal and state statutes
having jurisdiction of CONTRACTOR’S employees engaged in the performance of the
work or services under this Contract; and Employer’s Liability insurance of not less than
$1,000,000 for each accident, $1,000,000 disease for each employee, and $1,000,000 disease
policy limit.
CERTIFICATES OF INSURANCE
Prior to commencing work or services under this Contract, CONTRACTOR shall furnish
COUNTY with Certificates of Insurance in a form acceptable to COUNTY, or formal endorsements
as required by the Contract in the form provided by the County, issued by CONTRACTOR’S
insurer(s), as evidence that policies providing the required coverages, conditions and limits required
by this Contract are in full force and effect. Such certificates shall identify this contract number and
title.
In the event any insurance policy(ies) required by this contract is(are) written on a “claims made”
basis, coverage shall extend for two years past completion and acceptance of CONTRACTOR’S
work or services and as evidenced by annual Certificates of Insurance.
If a policy does expire during the life of the Contract, a renewal certificate must be sent to COUNTY
fifteen (15) days prior to the expiration date.
Page 11 of 41 Contract No. 2016-049

CANCELLATION AND EXPIRATION NOTICE
Insurance required herein shall not expire, be canceled, or materially changed without thirty (30)
days prior written notice to COUNTY.
ARTICLE XIII – INFLUENCE:
As prescribed in MC1-1202 of the Maricopa County Procurement Code, any effort to influence an
employee or agent to breach the Maricopa County Ethical Code of Conduct or any ethical conduct,
may be grounds for Disbarment or Suspension under MC1-902.
An attempt to influence includes, but is not limited to:
XIII-A Person offering or providing a gratuity, gift, tip, present, donation, money,
entertainment or educational passes or tickets, or any type valuable
contribution or subsidy,;
XIII-B That is offered or given with the intent to influence a decision, obtain a
contract, garner favorable treatment, or gain favorable consideration of
any kind.
If a Person attempts to influence any employee or agent of Maricopa County, the Chief Procurement
Officer, or his designee, reserves the right to seek any remedy provided by the Maricopa County
Procurement Code, any remedy in equity or in the law, or any remedy provided by this contract.
ARTICLE XIV – TITLE VI:
The Maricopa County Department of Transportation, in accordance with the provisions of Title VI
of the Civil Rights Act of 1964 (78 Stat. 252.42 U.S.C. §§ 2000d-4) and the Regulations, hereby
notifies all advertisement, disadvantaged business enterprises will be afforded full and fair
opportunity to submit bids in response to this invitation and will not be discriminated against on the
grounds of race, color, or national origin in consideration for an award.
ARTICLE XV – MISCELLANEOUS:
ISRAEL BOYCOTT:
By submitting this proposal the Contractor certifies that they are in compliance with Article 9, Arizona
Revised Statutes Section 35-393 et. seq.
(END OF SECTION)
Page 12 of 41 Contract No. 2016-049

IN WITNESS WHEREOF: One (I) identical counterparts of this Contract, each of which shall for all
purposes be deemed an original thereof, have been duly executed by the parties hereinabove named, on
the date and year first above written.
DBA CONSTRUCTION, INC.
Party of the First Part
By: —1— ;,,,,, 1.2) . Czy,A---e.,— p E"
%
Printed Name
Title: .1 ;cc .k),m4 &2,..-1--
Date:
gto — 084 2411
Tax Identification Number
Maricopa County Department of Transportation
Party of the Second Part
RECOMMENDED BY: LEGAL REVIEW:
Approved as to form and within the
Powers and authority granted under the
Jennifer Toth, P.E. laws of State of Arizona to Maricopa
County Engineer/Transportation Director County.
By:
Date: Deputy County Attorney
Date:
BOARD OF SUPERVISOR'S APPROVAL:
By: Chairman, Board of Supervisors
Date:
ATTEST:
By:
Clerk of the Board
Page 13 of 41 Contract No 2016-049

STATUTORY PAYMENT BOND
PURSUANT TO TITLE 34 CHAPTER 6, ARTICLE 1, OF THE ARIZONA REVISED
STATUTES (Penalty of this bond must be 100% of the Work Assignment amount)
KNOW ALL MEN BY THESE PRESENTS:
That, (hereinafter called the
Principal), As Principal, and a
corporation organized and existing under the laws of the State of ,
with its principal office in the City of (hereinafter called the
Surety), as Surety, are held and firmly bound unto Maricopa County (hereinafter called the Obligee), in
the amount of ($7,000,000.00) themselves, and their heirs, administrators, executors, successors and
assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the
15th day of February, 2017, for WORK ORDER NO. , CONTRACT TITLE - JOC
BRIDGE DECK OVERLAY AND SEALING SERVICES, Work Assignment No. which
contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length
herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said
Principal promptly pays all monies due to all persons supplying labor or materials to the Principal or
the Principal's subcontractors in the prosecution of the work provided for in the contract, this
obligation is void. Otherwise it remains in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Title 34,
Chapter 6, Article 1, of the Arizona Revised Statutes, and all liabilities on this bond shall be
determined in accordance with the provisions, conditions and limitations of Title 34, Chapter 6,
Article 1, Arizona Revised Statutes, to the same extent as if it was copied at length in this Agreement.
The prevailing party in a suit on this bond shall recover as a part of the judgment reasonable
attorney's fees that may be fixed by the court or a judge thereof.
Witness our hands this day of , 20 .
PRINCIPAL SEAL
BY:
AGENT OF RECORD, STATE OF AZ
AGENT ADDRESS SURETY SEAL
BOND NUMBER: BY:
Page 14 of 41 Contract No. 2016-049

STATUTORY PERFORMANCE BOND
PURSUANT TO TITLE 34 CHAPTER 6, ARTICLE 1, OF THE ARIZONA REVISED
STATUTES (Penalty of this bond must be 100% of the Work Assignment amount)
KNOW ALL MEN BY THESE PRESENTS:
That, (hereinafter called the
Principal), as Principal, and a corporation
organized and existing under the laws of the State of , with its principal
office in the City of (hereinafter called the
Surety), as Surety, are held and firmly bound unto Maricopa County, (hereinafter called the Obligee) in
the amount of ($7,000,000.00) for the payment whereof, the said Principal and Surety bind themselves,
and their heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these
presents.
WHEREAS, the Principal has entered into a certain written contract with Obligee, dated the 15th day
of February, 2017, for WORK ORDER NO. , CONTRACT TITLE - JOC BRIDGE
DECK OVERLAY AND SEALING SERVICES,Work Assignment No. , which contract
is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if
the said Principal shall faithfully perform and fulfill all the undertakings, covenants, terms, conditions
and agreements of said contract during the original term of said contract and any extension thereof,
with or without notice to the Surety, and during the life of any guaranty required under the contract,
and shall also perform and fulfill all the undertakings, covenants, terms, conditions, and agreements
of any and all duly authorized modifications of said contract that may hereafter be made, notice of
which modifications to the Surety being hereby waived; then the above obligation shall be void,
otherwise to remain in full force and effect;
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Title 34,
Chapter 6, Article 1, of the Arizona Revised Statutes, and all liabilities on this bond shall be determined
in accordance with the provisions of said Title, Chapter, and Article, to the extent as if it was copied at
length herein.
The prevailing party in a suit on this bond shall be entitled to such reasonable attorney's fees as
may be fixed by a judge of the court.
Witness our hands this _ day of , 20
PRINCIPAL SEAL
AGENT OF RECORD, STATE OF AZ By:
AGENT ADDRESS
SURETY SEAL
BOND NUMBER:
BY:
Page 15 of 41 Contract No 2016-049

Marieopa County Department of Transportation
CERTIFICATE OF INSURANCE
SERIA I.. NO. 179000-JOC PROJECT TITLE: Job Order Contract for JO(' BRIDGE DECK MEDIAN' AND SEALING SERVICES
NAME AND ADDRESS OF INSURANCE AGENCY: *COMPANIES AFFORDING COVERAGES:
Commercial West Insurance Agency Company A Phoenix insurance Company
1225W. Houston Ave., Ste. 101 Letter
Gilbert, AZ 85233 Company B Travelers Property Casualty
460-551-5400 Letter
Company Farmington Casualty Company
Letter
NAME AND ADDRESS OF INSURED: Company
DBA Coostrudion, Inc. Letter
P.O. Box 63035 Company F
1.etter
Phoenix, AZ 85082
Cumpany
Letter
This certificate of insurance certi tes that policies of insurance listed below have been issued to the insured named above and are in full force at this time,
,
EFFECTIVE EXPIRATION
*CO. TYPE OF INSURANCE POLICY DATE DATE
LTR. NUMBER (MM/DO/YY) (MM/DiatilY)
LIMITS
GENERAL LIABILITY:
El COMMERCIAL GENERAL LIABILITY GENERAL AGGRECATE $2,000,000
0: CIaints Made El: Occur
PRODUC:rs/compLETED $zooc000
A El PREMISES OPERATIONS DTC090586889PHX17 01101/17 01/01/18 OPERATIONS AGGREGATE
El BLANKET CONTRACTURAL
FACT-I- OCCURRENCE S1,000,000
El BROAD FORM PROPERTY
DAMAGE PERSONAL & ADVERTISING 51,000,000
IZI PERSONA!. INJURY INJURY
El PRODUCTS AND COMPLETED •
OPERATIONS I IAZARD
CI XCU UAZARDS
INDEPENDENT CONTRACTORS
OWNER'S AND CONTRACTOR'S
PROTECTIVE LIABILITY
A UTONIOBI ILE IAA BI CITY:
Combined Single Limit $1,000,000
El: ANY AUTO DT81090586889TIL17 01/01/17 01/01/18
B Bodily Iniuly
IRE ALL OWNED AND NON-OWNED
Property Damage
AUTOS
Per person/Per accident
0: EXCESS LIABILITY DT6MCUP905868891IL17 01/01/17 01/01/18 Each seciarrcinee. $5.000,000
El 21, Umbrella Form Aggregate 5 5.000.000
0: Other than Umbrella Form
ir
Ei • WORKERS' COMPENSATION STATUTORY LIMITS AND
C AND EMPLOYERS' LIABILITY DTFUB9D5868-8917 01/01/17 01/01/18 EMPLOYER'S LIABILITY: $1,000,000
EACH ACCIDENT
DISEASE: EACH EMPLOYEE -51,000.000
DISEASE. POLICY 1.1MIT $1,004.000
_
Except far 'Workers' Compensation and 1 3 Messional Liability Insurance, the Maricopa County, and their agents,
ED, OTHER: representatives, officers. Directors, Officials, and employees are named as Additional Insured's,
1
Fxcept for Workers Corors:Tisaiioo and Profiessienal Liability Insurance, the Marleopa County Department of Transportation, and their agents, representatives, officers, Directors,
Officials, and employees art: clamed as Additional Insured's on those types of policies described herein which are required to be furnished by this contract entered into between the
insured and MCDOT To the extent provided in Contract, insured shall bold harmless MCDOT from liability arising out or any services provided or duty performed by insured as
required by statute, law, purchase order or otherwise required. with the exception of liability for loss ordarnage resulting Born the sole negligence of MCDOT, its agents, employees,
or indemnities It is agreed that any insurance available to the named Insured shall be primary of other sources that may be available It is Further agreed that no policy shall expire,
be cancelled, rai materially changed to affect Mc coverage available to MCDO r without thirty (30 days written notice to MCDOT THIS CERTIFICATE IS NOT VALID
UNLESS COUNTERSIGNED RY AN A UTIIORIZED REPRESENTA'ElVE OF THE INSURANCE COMPANY.
MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION DATE ISSUED 01 -31 -2017
2901 WEST DURANGO STREET Jeff Steed
1 PHOENIX. ARIZONA 85009 AUTITORIZED REPRESENTATIVE
i1-3 of 41 Cori .,10ci:

NO COLLUSION AFFIDAVIT
BY CONTRACTOR
CERTIFYING THAT THERE WAS NO COLLUSION
IN SUBMITTING FOR CONTRACT
STATE OF ARIZONA
)§
COUNTY OF MARICOPA )
G P. E being first duly sworn, deposes and says:
That he is Yr—S of 'D'a
(Title) (Name (Name of Business)
submitting on MCDOT Contract No. 2016-049 for the construction of Job Order Contract for JOC
BRIDGE DECK OVERLAY AND SEALING SERVICES in the County of Maricopa, State of
Arizona.
That, in connection with the above-mentioned project, neither he, nor anyone associated with the
aforesaid business, has, directly or indirectly, participated in any collusion, entered into any contract,
combination, conspiracy or other act in restraint of trade or commerce in violation of the provisions of
A.R.S. § 34-251, Article 4, as amended.
0-#
(Signature of A fiant)
a? Ill' or 20 /7
Subscribed and sworn to before me this day
My Commission Expires:
JEANETTE L SAPON
NOTARY PUBLIC, ARIZONA
MARICOPA COUNTY
My Commission Expires
November 16, 2019
Page 17 of 41 Contract No 2016-049

VERIFICATION OF LICENSE
Pursuant to A.R.S. § 32-1169, I hereby state that I hold a current contractor's license, duly issued by the
office of the Registrar of Contractors for the State of Arizona, said license has not been revoked, that ;
the license number, classification, and expiration date is: ; Roe. 1261:06 A-Gtme‘e-Al- E i46.:asEcra.,,ut,
that my privilege license number (as required by A.R.S. § 42-1305) is: to ; and that, if any
exemption to the above licensing requirements is claimed;
(1) The basis for the claimed exemption is: and;
(2) The names(s) and license number(s) of any general, mechanical, electrical, or plumbing
contractor(s) to be employed on the work are:
IT IS IS UNDERSTOOD THAT THE FILING OF AN APPLICATION CONTAINING FALSE OR
INCORRECT INFORMATION CONCERNING AN APPLICANT'S CONTRACTOR'S LICENSE
OR PRIVILEGE LICENSE WITH THE INTENT TO VOID SUCH LICENSING REQUIREMENTS
IS UNS WORN FALSIFICATION PUNISHABLE ACCORDING TO A.R.S. § 13-2704.
DATE SIGNATURE OF LICENSEE
A- co„sk Tc
COMPANY
Page 18 of 41 Contract No 2016-049

AFFIDAVIT OF COMPLIANCE
AFFIDAVIT BY CONTRACTOR CERTIFYING COMPLIANCE WITH HOUSE BILL 2745, CHAPTER
152 REQUIRING USE OF E-VERIFY
STATE OF ton
)§
County of 'Mar: c
G . E. being first duly sworn, deposes and says:
That he/she is 1\ of -b I. N3 (.. bidding
on MCDOT Contract No. 2016-049, JOC — JOC BRIDGE DECK OVERLAY AND SEALING
SERVICES, in the County of Maricopa, State of Arizona.
That, in connection with the above-referenced project, the contractor warrants that it is in compliance with
A.R.S. §41-4401 and further acknowledges that the contractor and its sub-contractors, if any, warrant their
compliance with all federal immigration laws and regulations that relate to their employees and their
compliance with A.R.S. §23-214, subsection A;
(Signature of Affiant)
Subscribed and sworn to before me this 1/447 441 day of , 200/7
otary Public) JEANETTE I. SAPON
NOTARY PUBUC, ARIZONA
MARICOPA COUNTY
1157). / z 0/10/ My November Commission 16, Expires 2019
My Comthission Expires
Page 19 of 41 Contract No 2016-049

MARICOPA COUNTY SBE PARTICIPATION REPORTING FORM
This form is to be submitted with each pay application or invoice. Any pay application or invoice
without this form attached is subject to rejection as not being a completed pay application or invoice
pursuant to the terms of the contract.
_____________________________ ____________________
Name of Prime Consultant/Contractor Contract No.
________________________ _______________________________
Contact Person Project No.
_________ _ $
Street Address Amount of this Pay Application/Invoice
_____________________________
City, State ZIP
Complete below with information on the SBE firms utilized as subconsultants/subcontractors for this
pay application/invoice. If work was self-performed and your firm, as the prime, is an SBE firm
pursuant to A.R.S. § 41-1001, et seq., then you may list your firm as the SBE firm.
Type of Work $ Pd to SBE this
SBE Firm Name SBE Firm Address
Performed App/Inv
$
$
$
$
$
$
$
$
$
$
□ A mark in this box certifies that no SBE firms were utilized as the prime, subconsultant or
subcontractor with respect to this pay application/invoice.
Date: ___________________ ________________________________________
Signature
___________________________________________
Printed Name & Telephone Number
Page 20 of 41 Contract No. 2016-049

MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION
Certificate of Performance and Payment of ALL Claims
Project Name: JOC – BRIDGE DECK OVERLAY AND SEALING SERVICES
hereby certifies to the Maricopa County Department of
(Name of Signer)
Transportation (MCDOT) that all lawful claims for labor, rental of equipment, material used, and any other
claims by DBA CONSTRUCTION, INC. or its subconsultants in connection with the project described
in MCDOT Contract No. 2016-049, have been paid.
____________________________________ understands that with receipt of payment for any previously
invoiced amounts, plus any retained monies, that this is a settlement of all claims of every nature and kind
against MCDOT arising out of the performance of MCDOT’s Contract No. 2016-049 relating to the
material, equipment and work covered in and required by the contract.
The undersigned hereby certifies that to his/her knowledge, no contractual disputes exist in regard to this
contract and that he/she has no knowledge of any pending or potential claims in regard to this contract.
Upon submission of this document and a separate invoice for any retained funds to MCDOT, invoice
processing will be completed within sixty (60) calendar days.
State of Arizona )
)§
County of Maricopa )
Signed this _______ day of , 20 .
Signature
Title
Subscribed and Sworn to before me this day of , 20 .
Notary Public
My Commission Expires:
Page 21 of 41 Contract No. 2016-049

MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION
ON CALL CONSTRUCTION PAYMENT REQUEST
Submit to: Maricopa County Department of Transportation
Attention: Financial Branch Services
2901 West Durango Street
Phoenix, Arizona 85009-6357
CONTRACTOR’S NAME: ______________________________________ DATE:__________________
CONTRACTOR’S ADDRESS:___________________________________________________________
PROJECT NAME:_______________________________ PAYMENT REQUEST NO.:______________
CONTRACT No.:_______________________________ WORK ASSIGNMENT NO.:_____________
Work Assignment
TIME PERIOD_________ TO ____________ MCDOT Project Manager:_______________________
A. CONTRACTOR’S CONTRACT DATA
1. Maximum Contract Amount $_______________
2. Prior Contract Work Assignments $_______________
3. Total Remaining Contract Amount
(A.1 minus A.2 minus B.1) $_______________
B. CONTRACTOR’S NTE FEE, THIS CONTRACT ASSIGNMENT
1. NTE Fee, this Contract Work Assignment $_______________
2. Requested Payment: (Attach Backup Documentation)
1.____________________ 3._____________________ 5.____________________
2.____________________ 4._____________________ 6.____________________
3. Total Fee Earned To Date, This Contract Work Assignment $_______________
C. PAYMENT REQUEST DATA
1. Less Prior Payments, This Contract Work Assignment $_______________
2. Less Prior Retainage $_______________
3. Total Payment Request (B.3 minus C.1) $_______________
4. Less Retainage this Payment Request $_______________
5. Net Payment Request $_______________
(C 3 minus C4)
Submitted by:_____________________________________________________ Date:____________
Contractor
Payment Request Verification:________________________________________ Date:____________
MCDOT Project Manager
Approval to Pay:___________________________________________________ Date:____________
MCDOT Division Head
Page 22 of 41 Contract No. 2016-049

TITLE VI ASSURANCES
Page 23 of 41 Contract No. 2016-049

EXHIBIT A-SCOPE OF WORK
JOB ORDER CONTRACTING OF BRIDGE DECK OVERLAY and SEALING
SERVICES
Contract Number: 2016-049
GENERAL
Contractor shall perform all construction required for bridge deck overlay and sealing. No
work assignment shall exceed $1,000,000 in total cost. The total of all work assignments
shall not exceed $3,000,000 during any contract year. The total of all work assignments
over 5 years shall not exceed $7,000,000.
CONSTRUCTION SERVICES
Construction services for bridge deck overlay and sealing may include but is not limited
to work on concrete bridge decks, approach slabs, expansion joints, placement of thin lift
epoxy bridge deck overlays, concrete bridge deck crack sealing, concrete repair and
patching to prepare the concrete for various protective treatments, testing for internal
bridge deck moisture and preparing concrete joints and surfaces.
WORK ASSIGNMENTS
Each work assignment that is mutually agreed upon and issued by the County will define
specific project requirements.
All construction shall conform to the edition (with revisions) of the Uniform Standard
Specifications and Standard Details for Public Works Construction published by the
Maricopa Association of Governments (MAG) as designated in and modified by the
Maricopa County Department of Transportation Supplement to the MAG Uniform
Standard Specifications and Details for Public Works Construction, this scope of work,
and the work assignment construction documents (plans and special provisions).
Work assignments shall be undertaken only upon the issuance of a written notice to
proceed. Work assignments shall set forth the following:
1. Contract number and work assignment identification;
2. The description of work including the location, list of work items, and applicable
special provisions and work assignment drawings;
3. The period of performance and, if required by County, a work schedule;
4. The calculated total price for the work to be performed;
5. Fee proposal signed by the Contractor; and
Page 24 of 41 Contract No. 2016-049

6. Approval Signatures by the County.
Work assignments will be at various locations throughout Maricopa County.
PAYMENTS
Payment for individual work assignments will be based on negotiated unit prices identified
in the Unit Price List of Exhibit B. Unit prices will be negotiated separately for each work
assignment for work items not included in Exhibit B Unit Price List of the JOC Contract.
The amount of each work assignment will be the summation of the total amounts
calculated for each item of the work assignment. The total amount for each item shall be
the work assignment quantity times the unit price. Payment for each work assignment will
be the calculated total amount for completed and accepted quantities of each item.
The unit prices as identified in the Unit Price List, Exhibit B include all direct and indirect
costs associated with each individual work assignment of this Job Order Contract. The
unit prices include adjustments for the following:
 Direct labor, material and equipment costs
 Contractor’s jobsite General Conditions
 Contractor's home office overhead and profit
 Subcontractors' overhead and profit
 Insurance
 All costs associated with bonding (specifically including bond premiums)
 Employee payroll taxes, insurance and fringe benefits
 Business taxes, contributions, memberships, corporate headquarters support (legal,
financial, etc.)
 Masking off areas that are not to be covered with crack sealant or overlay
 Disposal of all waste and excess material
 Close out for the total contract and each work assignment
 Clean up
Page 25 of 41 Contract No. 2016-049

 Compliance with safety, health, sanitation laws, and specifications (i.e., Contractor’s
safety plan, face and clothing protection, etc.)
 Project management and supervision
 Quality control
 Management and equipment expenses
 Depreciation of equipment
 Interest associated with funding of equipment and payroll
 Submittal preparation
 Permits, licenses and fees
 Other risks of doing business (i.e., risk of a lower than expected contract dollar
value; risk of a high inflation cost; risk of poor subcontractor performance and re-
performance).
The amount to be paid for work items not included in Exhibit B, Unit Price List shall be
negotiated between the Contractor and the County.
ORDER OF PRECEDENCE
In the event a conflict exists between Contract Documents the order of precedence,
from highest to lowest, shall be as follows:
1. Work Assignment Special Provisions
2. Work Assignment Project Plans
3. Exhibit A (This Scope of Work and its Special Provisions)
4. MCDOT Supplement to MAG Uniform Standard Specifications
5. MAG Uniform Standard Specifications
6. Standard Drawings or Standard Details
Page 26 of 41 Contract No. 2016-049

SPECIAL PROVISIONS
The following special provisions modify the MAG Uniform Standard Specifications as
revised by the MCDOT Supplement to the MAG Uniform Standard Specifications.
SECTION 107 LEGAL REGULATIONS AND RESPONSIBILITY TO THE PUBLIC
107.1 LAWS TO BE OBSERVED, add the following:
107.1.2 Environmental Mitigation Measures:
If a work assignment is subject to Environmental Mitigation Measures, the Contractor
shall adhere to all terms, conditions, and requirements contained in the Environmental
Clearance. The Environmental Clearance and all related documents will usually be
located in an Appendix to the work assignment’s Special Provisions.
During project construction, MCDOT Environmental Program Branch shall be notified at
(602) 506-8068 of any proposed changes in scope of work and/or work to be added
outside the defined project limits, for evaluation of potential environmental impacts.
107.2 PERMITS
107.2.1 AZPDES (NPDES) Construction General Permit Requirements, add the
following:
Work assignments are subject to the Arizona Pollutant Discharge Elimination System
(AZPDES) general permit requirements for construction sites under the Arizona
Department of Environmental Quality (ADEQ), the AZPDES Construction General Permit.
The Contractor shall be responsible for obtaining applicable permits and compliance with
permit requirements.
107.2.1.1 Regulation Compliance, add the following:
Work assignments are subject to the Maricopa County Stormwater Quality Management
and Discharge Control Regulation. The Contractor shall be responsible for all activities
associated with obtaining permit approvals and payment of fees for Pre-Construction,
Construction, and Post-Construction activities. Such activities include but are not limited
to the Pre-Construction Application, Plan Review, Pre-Construction Site Inspection, Site
inspections and re-inspections, Post-Construction Plan Review, and Post-Construction
Site Inspection. Permit requirements and related information are available from the
following internet website: www.maricopa.gov/Stormwater
107.2.1.8 Payment, add the following:
Payment for AZPDES will be as a reimbursable allowance. Payment will be based upon
approved time and material invoices, in accordance with Section 109.5.
Payment for Compliance with Maricopa County MS4 Stormwater Regulation will be as a
reimbursable allowance. The Contractor shall be reimbursed for expenses above those
MCDOT Contract #. 2016-049 Page 27 of 41

expenses that are associated with fulfilling AZPDES requirements. Payment will be based
upon approved time and material invoices, in accordance with Section 109.5
107.5 SAFETY, HEALTH, AND SANITATION PROVISIONS
107.5.3 Safety Plan, add the following:
The Contractor’s Safety Plan shall be submitted prior to commencement of work. The
Contractor may submit a comprehensive safety plan for all work anticipated to be
performed under this contract or a project specific safety plan for each work assignment.
Prior to the commencement of work on each work assignment, the Contractor shall as a
minimum review the Safety Plan for accuracy and completeness, then submit a revised
plan incorporating any needed changes or submit confirmation that the safety plan on
record is current and accurate. Contractor safety plan guidelines are available on the
MCDOT website at:
http://www.mcdot.maricopa.gov/technical/
107.15 COMMUNITY RELATIONS SUPPORT:
107.15.3 Project Notification Signage, replace with the following:
107.15.3 Project Notification Message Boards: Contractor shall provide and maintain
changeable message boards when and where required by the contract documents or
requested by the Engineer. Changeable message boards shall comply with Section
401.5.8 requirements. Changeable message boards shall be installed at least 14 days
before beginning construction to inform the public of the forthcoming project. Messages
will be provided to the Contractor. The Contractor shall update messages as requested
by the Engineer. Measurement and payment provisions for changeable message boards
are defined in Section 401 Traffic Control.
SECTION 108 COMMENCEMENT, PROSECUTION, AND PROGRESS
108.1 NOTICE TO PROCEED, add the following:
Each work assignment will have a Notice to Proceed issued after a Pre-Construction
Conference has been conducted and submittals in accordance with section 108.1.1 Pre-
Construction Conference have been received by the County.
108.9 FAILURE TO COMPLETE ON TIME, add the following:
The liquidated damages provisions of section 108.9 apply to each work assignment of
the Job Order Contract. The original work assignment amount shall be used in the column
labeled “Original Contract Amount” of Table 108-1 to determine the Daily Charges.
SECTION 109 MEASUREMENTS AND PAYMENTS
109.4 Compensation for Alteration of Work, add the following:
109.4.7 Minor Alterations, Miscellaneous Work: The Engineer may make an
alteration in the project specifications or in the details of construction which are lump
sum, not covered by an existing item and are limited in scope, to the extent that the
MCDOT Contract #. 2016-049 Page 28 of 41

cost of the alterations will not exceed Fifteen Thousand ($15,000.00) Dollars per Work
Assignment.
The Engineer will request a cost proposal from the Contractor or direct this work to be
performed by Force Account method as described under Section 109.4 and 109.5 of
the Uniform Standard Specifications and Details for Public Works Construction (MAG).
The Engineer and the contractor will agree upon the scope and cost of the work. This
cost shall be documented in written form, from the Engineer to the contractor, which
when executed by both parties and concurred by MCDOT shall have the same force
and effect as a supplemental agreement.
Measurement for Minor Alterations, Miscellaneous Work, will be measured by an
approved Contractor's proposal or by Force Account method. Payment will be made
under item 109.40000, Miscellaneous Work (Minor Alterations).
SECTION 401 TRAFFIC CONTROL
401.5 GENERAL TRAFFIC REGULATIONS
401.5.8 Changeable Message Boards for Public Notification: add the following new
section:
Changeable Message Boards for Public Notification are for informing the motoring public
of project information, traffic restrictions, road closure, or other public awareness items
deemed necessary for the project. Changeable message boards shall comply with the
requirements of section 701-3.08 of the Arizona Department of Transportation 2008
Standard Specifications for Road and Bridge Construction. The Contractor shall furnish,
install, and operate the changeable message boards as requested by the Engineer.
Message board locations shall be shown on the Traffic Control Plans.
401.6 MEASUREMENT, add the following:
Changeable Message Boards for Public Notification shall be measured by the day for
each calendar day for each sign authorized and operating as directed by the Engineer.
Measurement will only be made for actual days-in-use.
401.7 PAYMENT, add the following:
Approved quantities for Changeable Message Board for Public Notification shall be paid
at the contract unit price. Payment will be compensation in full for furnishing,
transportation, installation, operation, adjustment, maintenance, and removal of the
changeable message boards.
MCDOT Contract #. 2016-049 Page 29 of 41

SECTION 547 BRIDGE DECK PATCHING REPAIR
547.1 DESCRIPTION:
This work consists of preparation and patching of concrete bridge decks. The work
includes the following:
1. Removing loose and unsound concrete, including unsound concrete patching
materials,
2. Removing and replacing corroded reinforcing bars,
3. Apply new deck patching material, and
4. Other operations necessary to complete the deck repair to the satisfaction of the
Engineer.
547.2 MATERIAL:
Patch repairs shall be constructed using Structural Concrete Patching as required by the
work assignment plans and specifications. The selected product shall be from the latest
ADOT Approved Product List categories J-3A, J3B, J3D & J3E and shall be subject to the
approval of the Engineer. Reinforcing bars shall be grade 60 steel deformed bars
conforming to the requirements of section 727.
547.3 CONSTRUCTION REQUIREMENTS:
547.3.1 Equipment
Use equipment approved by the Engineer as proposed by the Contractor.
Use equipment that is mechanical or hydraulic in nature and that is able to remove surface
concrete or unsound subsurface concrete without damage to sound material remaining
part of the structure. Operate removal equipment in a manner satisfactory to the Engineer.
547.3.1.1 Sawing Equipment: Use sawing equipment capable of sawing concrete to the
required depth.
547.3.1.2 Mechanical Concrete Removal Equipment: Use mechanical equipment for
scarification and removal of deteriorated concrete capable of uniformly scarifying or
removing existing concrete to the required depth.
547.3.1.2.1 Sandblasting and Shotblasting Equipment: Use sandblasting or
shotblasting equipment capable of removing rust and old concrete from exposed
reinforcement. The Contractor may use high-pressure water blasting, if effective in
removing unsound material.
547.3.1.2.2 Power-Driven Hand Tools: Use power-driven hand tools for removal of
concrete in conformance with the following limitations and having flat edged cutting points
at least 3/4 inch wide.
MCDOT Contract #. 2016-049 Page 30 of 41

Use concrete chippers or breakers up to a nominal 60 lb class in full depth removal areas.
Use concrete chippers or breakers up to a nominal 30 lb class for removal of deteriorated
concrete located above the top mat of reinforcing steel.
For chipping around reinforcement, use removal devices up to a nominal 30 lb class. Use
smaller chippers or breakers if the Engineer believes the 30 pound tools are detrimental
to the adjacent remaining material.
Do not operate tools at an angle smaller than 60° measured from the surface of the slab.
547.3.1.2.3 Hand Tools: Use hand tools, such as hammers and chisels, as necessary,
for removal of final particles of unsound concrete.
547.3.2 PREPARATION OF BRIDGE DECK SURFACE:
547.3.2.1 Deck Sounding: Sound the bridge deck under the direction of the Engineer
and mark areas of unacceptable concrete, including full depth areas. After removal of
unsound concrete in accordance with Section 547.3.2.2 below, resound and repeat
process until all remaining concrete is sound. Obtain Engineer’s concurrence of work
areas. Blast clean only after the Engineer approves the concrete deck area.
Other methods of nondestructive evaluation may be proposed by the Contractor for the
sounding of the concrete. Proposed methods may only be used if approved by the
Engineer.
547.3.2.2 Concrete Removal: The Contractor shall cut ¾ inch deep sawcuts around all
repair areas prior to chipping and/or other removal methods. Remove unsound material
within the repair limits using chipping hammers or other approved hand-operated devices.
Remove unsound concrete to a depth that will provide a 3/4 inch minimum clearance
around the reinforcing bars. Exercise care to prevent cutting, stretching, or otherwise
damaging reinforcing bars and to prevent damage to sound concrete around
reinforcement.
Do not allow loads (other than construction equipment) on deck portions that have
undergone concrete removal. Provide supports to prevent delivery trucks and other
vehicles from driving directly on reinforcing bars in areas of partial or full depth repair.
Securely fasten loose reinforcing bars to adjacent fixed bars with tie wire.
547.3.2.5 Concrete Surface Substrate Preparation and Cleaning
Ensure the surface substrate is clean, sound, and dry. Remove substances that may
prevent a bond between existing and new concrete.
Clean repair areas with oil-free compressed air or pressurized water. Moisten the
substrate and remove excess water.
Acceptance Test for cleanliness: place a four (4) inch piece of duct tape every square
yard to test for cleanliness. Acceptance requires not more than 25% of the tape surface
to show dust coverage.
547.3.2.6 Replacement of Reinforcing Bars: Replace existing reinforcing bars that are
corroded or damaged to the extent that their structural integrity is in question. Provide
and install new grade 60 bars of the same original size for the removed corroded or
damaged bars.
MCDOT Contract #. 2016-049 Page 31 of 41

Blast clean corroded bars left in place to gray metal. Carefully flame cut or saw bars to
be removed with minimal damage to adjacent Material.
Newly installed bars shall have a 3/4 inch minimum clearance around their circumference.
Lap reinforcing bars on each side of damaged or removed bars. Lap No. 4 or smaller
reinforcing bars at least 15 inch. The Engineer will determine the length of lap for larger
reinforcing bars. The Contractor shall replace reinforcing bars damaged by the Contractor
at no additional cost to the County.
547.3.2.7 Application of Patching Material: Apply patching material in accordance with
the manufacturer’s recommendation. No material will be placed under conditions which,
in the opinion of the Engineer, could adversely affect the quality of work. Patch material
shall be placed or consolidated to eliminate voids at the interface of the patch and existing
concrete. The patch shall be finished to the cross section of existing concrete and shall
be struck off flush with the existing surface. Unless otherwise directed by the Engineer or
called for on the plans, texture the new surface with a stiff bristle brush to match the
texturing of existing concrete surface.
547.4 MEASUREMENT:
Bridge Deck Preparation for Repair shall be measured by the square yard. Reinforcing
Steel shall be measured be by the pound. Bridge Deck Patching shall be measured by
the cubic yard.
547.5 PAYMENT:
The accepted quantity of Bridge Deck Preparation for Repair and of Bridge Deck
Patching measured as provided above will be paid for at the contract unit price complete
in place.
The following work will be considered as included in the payment for Bridge Deck
Preparation for Repair and will not be measured or paid for separately:
A. Deck sounding;
B. Removal of unsound concrete;
C. Disposal of old concrete and debris;
D. Cleaning of prepared deck surface
E. Placement and removal of forms.
F. Cleaning of existing steel reinforcement
G. Removal and disposal of corroded steel reinforcement.
New Reinforcing steel bars shall be paid for separately per section 505.12
SECTION 548: EPOXY BRIDGE DECK OVERLAY
548.1 DESCRIPTION:
The work under this item consists of furnishing and applying Epoxy Bridge Deck Overlays
at locations designated on the project plans.
MCDOT Contract #. 2016-049 Page 32 of 41

548.2 MATERIALS:
548.2.1 Epoxy Urethane: Epoxy Urethane materials consisting of resin base and
hardener shall be composed of a two-part, 100% solids, thermosetting, moisture-
insensitive, flexible, high-elongation compound. The epoxy urethane shall comply with
requirements of Table 548-1 as specified in the construction specifications.
TABLE 548-1
EPOXY URETHANE REQUIREMENTS
PROPERTY REQUIREMENT TEST METHOD REMARKS
ASTM D2393,
10 Min
Viscosity: poises Brookfield RVT Spindle
70 Max
No. 3 at 20 rpm
ASTM C881,
15 Min
Gel time: minutes Paragraph 11.2
45 Max
modified
Compressive strength: 1000 Min at 3 hours ASTM C579 modified Mixed with
psi 5000 Min at 24 hours (with plastic inserts) aggregate
Tensile strength (neat): 2000 Min, 5000 Max
ASTM D638
psi at 7 days
35 Min, 100 Max
Elongation (neat): % ASTM D638
at 7 days
Mixed with
ACI 503R,
aggregate with
Adhesive strength: psi 250 Min at 24 hours Appendix A,
100% failure in
VTM 92
concrete
Permeability to chloride
100 Max at 28 days AASHTO T277
ion: coulombs
60 Min
Shore D Hardness ASTM D2240
75 Max
California Test Method
Flexural Creep: inch 0.0065 Min at 7 days
419
Flexural Yield Strength:
2500 Min ASTM D790
psi
Absorption (neat): % 1 Max at 24 hours ASTM D570
No delamination of Mixed with
Thermal compatibility ASTM C884
overlay aggregate
To be established for
AASHTO T237,
Infrared spectrum each component for
Paragraphs 4 & 5
each mfr.
548.2.2 Aggregate: Aggregate shall be angular grained, stone that is free from lumps or
balls of clay and shall not contain any calcareous or clay coatings, caliche, synthetic
MCDOT Contract #. 2016-049 Page 33 of 41

materials, organic matter or foreign substances. Aggregate shall comply with requirements
of Table 548-2 as specified in the construction specifications.
TABLE 548-2
AGGREGATE REQUIREMENTS
PROPERTY REQUIREMENT TEST METHOD REMARKS
5 cycles in
Soundness Loss: % 8 Max AASHTO T104
Magnesium Sulfate
Micro-Deval: % 10 Max AASHTO TP58
Moh’s Hardness 7 Min
Moisture Content: % 0.2 Max AASHTO T255
Grading shall meet the following requirements when tested in accordance with the
requirements of Arizona Test Method 201.
Sieve Size Percent Passing
No. 4 100
No. 8 30 – 75
No. 16 0 – 5
No. 30 0 – 1
No. 200 0 – 0.2
548.2.3 Sampling and Testing: The Contractor shall provide a certified laboratory report,
from an approved laboratory, confirming that the epoxy materials to be used meet the
requirements of section 548.2.1
548.3 EQUIPMENT:
548.3.1 Air Compressor: Air compressors shall be equipped with oil traps to eliminate oil
from being blown onto the bridge deck during possible shot-blasting and air cleaning. Air
compressors shall contain water filters to remove water from the compressed air.
548.3.2 Trucks: Trucks shall be clean and equipped with traps to eliminate fluids from falling
onto the bridge deck.
548.4 CONSTRUCTION REQUIREMENTS:
548.4.1 Submittals: The Contractor shall submit a complete and comprehensive summary
of the epoxy Manufacturer’s recommended construction procedures and requirements to
the Engineer for review 14 days prior to overlay construction.
548.4.2 Surface Preparation: The bridge deck shall be shot-blasted prior to overlay
operations. The relief and texture of the prepared deck surface shall conform to ASTM E965
Pavement Macro-texture Depth of 1.0mm to 2.0mm.
The final surface of the deck shall be free from oil, grease, rust, and other foreign material
and laitance that may reduce the bond of the overlay to the existing deck slab. These
MCDOT Contract #. 2016-049 Page 34 of 41

contaminants shall be removed by methods approved by the Engineer and the epoxy
manufacturer, and then followed by shot-blasting.
Brooms shall not be used to remove dust, loose material, foreign material and laitance.
If, after the final cleaning, the strip being overlaid becomes wet, the Contractor shall flush
the surface with high-pressure air prior to placement of the overlay. Overlay placement
shall begin within 12 hours of completing the deck preparation for the portion of the deck
to be overlaid. If concrete placement has not begun within 12 hours, the area being
overlaid shall be thoroughly cleaned to the satisfaction of the Engineer.
Traffic, other than the required construction equipment, shall not use any portion of the
strip to be overlaid that has undergone final preparation for placing of epoxy, unless
approved the Engineer. Effort shall be made to prevent contamination of the prepared
surface. The Contractor shall place a material, such as polyethylene film, on the deck
surface that is to be used by equipment. The Contractor will be required to clean the
surface as described above if the deck surface becomes contaminated.
548.4.3 Technical Assistance: The epoxy manufacturer’s technical representative shall be
present during the initial proportioning, mixing, placing, and finishing operations. The
technical representative shall demonstrate experience in inspecting and testing functions
required for the placement of epoxy overlays as required by this specification. The Engineer
will, at the advice of the technical representative, suspend work that fails to comply with
these specifications, the manufacturer’s recommendations, or the contractor’s approved
work plan. The County will not be liable for such work stoppage.
548.4.4 Overlay (General): Overlay shall be comprised of a minimum of two built-up layers
of epoxy and aggregate constructed per the epoxy manufacturer’s recommendations. The
overlay shall contain not less than 7.5 gallons of epoxy per 100 square feet. For a two layer
system, the first layer of epoxy shall not be less than 2.5 gallons per 100 square feet and
the second layer of epoxy shall not be less than 5.0 gallons per 100 square feet.
548.4.5 Placing Epoxy: Epoxy shall be placed within the recommended application
temperature range as specified by the manufacturer. Any artificial means to elevate the
temperature of the bridge deck will not be permitted. Epoxy shall not be placed when the
temperature is forecasted to drop or rise outside the manufacturer’s specified application
temperature range within an 8-hour period after application or if the epoxy‘s gel time is
less than 10 minutes.
Visible moisture shall be identified by taping an 18”x18” plastic sheet to the deck for a
minimum of two hours per ASTM D4263. The overlay operations shall not proceed if
moisture appears on the bottom of the plastic sheet.
No visible moisture shall be present on the prepared deck surface at the time of or during
the overlay application.
The Contractor shall cover all deck drains and deck joints to prevent epoxy and
aggregates from entering them.
Epoxy shall not be placed until the Engineer has inspected the prepared deck surface
and determined it to be acceptable for placement.
MCDOT Contract #. 2016-049 Page 35 of 41

548.4.5 Placing Aggregate: Aggregate shall be applied uniformly per the epoxy
manufacturer’s requirements to the bridge deck using a self-propelled aggregate spreader.
The first overlay layer shall have aggregate coverage of at least 10 pounds per square
yard, but no less aggregate than is needed to completely cover the epoxy.
First layer applications that do not receive enough aggregate prior to gel shall be removed
and replaced at no additional cost to the County.
The second overlay layer shall have aggregate coverage of at least 14 pounds per square
yard, but no less aggregate than is needed to completely cover the epoxy or epoxy
urethane.
Second layer applications that are insufficiently covered with aggregate may be left in
place, but additional applications per the manufacturer’s recommendations shall be
completed before opening to traffic. Third layer and subsequent applications, when
needed, will be at no additional cost to the County.
All loose aggregate shall be removed by vacuuming or brooming after each layer has
cured to the satisfaction of the Engineer.
548.4.6 Curing: Each course of overlay shall be cured until vacuuming or brooming can be
performed without tearing or damaging the overlay surface.
Vehicles are not permitted on the finished overlay until the specified curing time is
satisfied.
Overlays shall not be placed when weather conditions prevent the proper handling,
placing and curing of the overlay.
548.4.7 Determination of Delamination and the Sealing of Cracks and Joints: After
the requirements for curing have been satisfied the entire overlaid surface shall be
sounded by use of chain drags or other mechanical devices in a manner approved by and
in the presence of the Engineer to determine the existence of delamination. Unbonded
areas shall be removed and replaced with epoxy overlay by the Contractor and at the
Contractor’s expense.
The Engineer shall have sole discretion in determining the extent of epoxy deck overlay
cracking that requires repair. Cracks shall be repaired in accordance with the epoxy
manufacturer’s recommendations at no additionally cost to the County.
548.4.8 Final Surface Texture: The minimum thickness of the epoxy overlay shall be 1/4.
The surface texture of polymer overlay surfaces shall not vary by more than 1/8 in three
feet.
548.5 WARRANTY:
1. Provide a warranty letter on company letter head signed by binding officer to the County
stating guarantee of the thin bonded polymer overlay system against all material and
installation defects incurred during normal traffic for a period of 5 years.
a. The guarantee period starts on the date of Substantial Completion.
MCDOT Contract #. 2016-049 Page 36 of 41

b. Include in the letter:
1) State Project Designation
2) State Project Name
3) State Structure Numbers
4) Contractor name
5) Overlay system provider and installer names
c. The guarantee covers 100 percent of the thin bonded polymer overlay system
materials and installation costs.
2. Assume responsibility for quality control of the proper surface
preparation, placement of materials, and all other factors that affect
the service life of the overlay system.
3. Remove and replace all failed sections at no cost to the County in the event of a
performance failure. Performance failures are defined by the following defects:
a. Spalling: Broken or missing pieces of overlay due to material degradation.
b. Scaling: Visible, exposed, rough surface texture resulting
from a loss of aggregate or resin.
c. Delamination: Visible or audible debonding of the overlay at the bond line
(interface) with the existing bridge receiving surface.
d. Cracking: Any visible crack not reflected from a crack in the existing deck.
e. Skid resistance: Skid resistance less than 40 as measured according to AASHTO
T 242.
4. The Department will notify the Contractor in writing of defects to be repaired during the
guarantee period
a. Submit detailed plans and procedures of corrective work according to
manufacturer’s recommendations and obtain the Department’s approval before
commencing work.
b. Perform corrective work within 90 days at no additional cost to the County.
548.6 MEASUREMENT:
Epoxy Bridge Deck Overlay will be measured by the square yard.
548.7 PAYMENT:
The accepted quantities of Epoxy Bridge Deck Overlay, measured as provided above,
will be paid for at the contract unit price. Payment shall be full compensation for the
Epoxy Bridge Deck Overlay, complete in-place and also includes all costs associated
with having the epoxy manufacturer’s representative on site.
SECTION: 549 BRIDGE DECK EXPANSION JOINT SEAL REPLACEMENT
549.1 DESCRIPTION:
MCDOT Contract #. 2016-049 Page 37 of 41

The work under this Item consists of furnishing and installing a new bridge deck expansion
joint seal to an existing bridge deck expansion joint in accordance with the project plans
or work assignment, the manufacturer’s recommendations and the requirements of the
Special Provisions.
549.2 MATERIALS:
549.2.1 Seal: The bridge deck expansion joint seal in existing Strip Seal expansion joints
shall be replaced with like materials from the existing strip seal manufacturer. The
Contractor shall verify all information and determine the manufacturer and replacement
seal,
Or, the bridge deck expansion joint seal shall be replaced with the Silicoflex joint sealing
system SF 400 of RJ Watson, Inc.,
Or, other bridge deck expansion joint seal approved by the Engineer.
The bridge deck expansion joint seal in existing Compression Seal expansion joints shall
be replaced with the Silicoflex joint sealing system SF400 of RJ Watson, Inc.,
Or, other bridge deck expansion joint seal approved by the Engineer.
549.2.2 Adhesive Material: Adhesive materials shall be as recommended by the seal
manufacturer and installed per manufacturers specifications.
549.3 CONSTRUCTION REQUIREMENTS
Concrete or steel surfaces shall be prepared and cleaned per the seal manufacturer’s
requirements and to the satisfaction of the Engineer.
Splices in the seal shall be minimized. All splices shall be performed per the
manufacturer’s recommendations and only if approved by the Engineer.
549.4 MEASUREMENT:
Bridge Deck Joint Seal Replacement, preparation and adhesive will be paid by the linear
foot of the field measurement of the installed seal.
549.5 PAYMENT:
The accepted quantities of Bridge Deck Joint Seal Replacement, measured as provided
above, will be paid for at the contract unit price per linear foot, which price shall be full
compensation for the work complete in-place as shown on the project plans, as specified
herein and as directed by the Engineer.
MCDOT Contract #. 2016-049 Page 38 of 41

SECTION: 550 BRIDGE DECK PENETRATING CRACK SEAL
550.1 DESCRIPTION:
The work under this Item consists of furnishing and applying penetrating crack seal to the
bridge deck in accordance with the project plans, specifications, and the manufacturer’s
recommendations.
550.2 MATERIALS:
550.2.1 Sealant: Only epoxy concrete penetrating crack sealers currently shown on the
ADOT Approved Products list (APL) shall be used. Methacrylate products shall not be
used. The contractor shall review and follow all manufacturer’s recommendations on how
to use and mix products.
550.2.2 Blotter Material: Fine sand meeting the following gradation requirements:
% Passing .
Sieve size Minimum Maximum
No. 8 95 100
No. 16 30 70
No. 30 0 3
No. 100 0 1 .
The sand shall be free from dirt, clay, asphalt, and other deleterious materials, and have
a moisture content of less than 0.2% when applied.
550.3 CONSTRUCTION REQUIREMENTS:
550.3.1 Submittals: The Contractor shall submit a complete and comprehensive summary
of the sealant Manufacturer’s recommended construction procedures and requirements to
the Engineer for review 14 days prior to construction.
550.3.2 Surface Preparation: The bridge deck shall be shot-blasted prior to Crack sealant
application. The relief and texture of the prepared deck surface shall conform to ASTM E965
Pavement Macro-texture Depth of 1.0mm to 2.0mm.
The final surface of the deck shall be free from oil, grease, rust, and other foreign material
and laitance that may reduce the bond of the seal to the existing deck slab. These
contaminants shall be removed by methods approved by the Engineer and the crack
sealant manufacturer, and then followed by shot-blasting.
Brooms shall not be used to remove dust, loose material, foreign material and laitance.
If, after the final cleaning, the strip being sealed becomes wet, the Contractor shall flush
the surface with high-pressure air prior to placement of the sealant. Sealant placement
shall begin within 12 hours of completing the deck preparation for the portion of the deck
to be sealed. If concrete placement has not begun within 12 hours, the strip being sealed
shall be thoroughly cleaned to the satisfaction of the Engineer.
MCDOT Contract #. 2016-049 Page 39 of 41

Traffic, other than the required construction equipment, shall not use any portion of the
strip to be sealed that has undergone final preparation, unless approved the Engineer.
Effort shall be made to prevent contamination of the prepared surface. The Contractor
shall place a material, such as polyethylene film, on the deck surface that is to be used
by equipment. The Contractor will be required to clean the surface as described above if
the deck surface becomes contaminated.
550.3.3 Placing Sealant: Sealant shall be placed within the recommended application
temperature range as specified by the manufacturer. Any artificial means to elevate the
temperature of the bridge deck will not be permitted. Sealant shall not be placed when
the temperature is forecasted to drop or rise outside the manufacturer’s specified
application temperature range within an 8-hour period after application.
Visible moisture shall be identified by taping an 18”x18” plastic sheet to the deck for a
minimum of two hours per ASTM D4263. Sealant application shall not proceed if moisture
appears on the bottom of the plastic sheet.
No visible moisture shall be present on the prepared deck surface at the time of or during
the application of Sealant.
The Contractor shall cover all deck drains and deck joints to prevent sealant and
aggregates from entering them.
Sealant shall not be placed until the Engineer has inspected the prepared deck surface
and determined it to be acceptable for placement.
550.3.4 Placing Blotter Material: Blotter material shall be applied following the
placement of a penetrating crack sealer. Blotter material shall be applied within the time
period recommended by the sealant manufacturer. If the blotter material does not adhere
to the sealant material an additional application shall be made at no additional cost to the
County. Blotter material shall be applied in one or more applications for a total rate of
eight pound per square yards. Any excess blotter material shall be broomed-off from the
bridge deck and approach slab to the satisfaction of the Engineer.
550.4 MEASUREMENT:
Bridge Deck Penetrating Crack Seal will be measured by the square yard for concrete
deck surfaces covered with the penetrating crack sealer material and accepted by the
Engineer. Sealer and blotter material not applied according to the manufacturer’s
recommendations and these specifications shall not be measured.
550.5 PAYMENT:
The accepted quantities of Bridge Deck Penetrating Crack Seal will be paid for at the
contract unit price. Payment shall be full compensation for the work complete in-place as
shown on the project plans, as specified herein and as directed by the Engineer.
MCDOT Contract #. 2016-049 Page 40 of 41

EXHIBIT B-FEE SCHEDULE
Item # Item Description Unit Unit Cost
107.01501 Community Relations Support Allowance lobe negotiated
107.02000 AZPDES Allowance lobe negotiated
107.02010 Compliance with Maricopa County MS4 Stormwater Regulation Allowance lobe negotiated
107.02100 Environmental Mitigation Compliance Allowance lobe negotiated
109.09000 Mobilization/Demobilization Lump Sum To be negotiated
109,40000 Miscellaneous Work (Minor Alterations) Allowance To be negotiated
401.01000 Traffic Control Allowance To be negotiated
401.01100 Uniformed Off-Duty Police Officer Allowance To be negotiated
401.06100 Changeable Message Board for Public Notification DAY $90.00
460.01000 Remove Paint Stripe LF $0.62
460.02000 Remove Thermoplastic Stripe LF $0.75
460.03000 Remove Raised Pavement Marker EACH $2.40
461.01100 4" White Traffic Paint Stripe LF $0.28
461.01200 4" Yellow Traffic Paint Stripe LF $0.28
462.01100 4" White Thermoplastic Traffic Stripe LF $0.52
462.01200 4" Yellow Thermoplastic Traffic Stripe LF $0.50
463.01000 Reflectorized Raised Pavement Marker (Type C, Clear, Red) EACH $5.10
463.01100 Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) EACH $5.10
463.01200 Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way) EACH $5.10
463.01300 Reflectorized Raised Pavement Marker (Type H, Yellow, 1-Way) EACH $5.10
505.01100 MAG Class AA Concrete CV To be negotiated
505.01300 MAG Class A Concrete CV To be negotiated
505.01400 MAG Class B Concrete CV To be negotiated
505.02100 Reinforcing Steel LB $1.05
547.10000 Bridge Deck Preparation for Repair SY $78.00
547.20000 Bridge Deck Patching CY $623.00
548.10000 Epoxy Bridge Deck Overlay (<1,200 SY, Each Location) SY $55.00
548.10000a Epoxy Bridge Deck Overlay (>1,200 SY, Each Location) SY ' $52.70
549.10000 Bridge Deck Joint Seal Replacement (Compression Seal) LF $30.75
549.20000 Bridge Deck Joint Seal Replacement (Strip Seal) LF $30.75
550.10000 Bridge Deck Penetrating Crack Seal (< 1,200 SY, Each Location) SY $12.40
550.10000a Bridge Deck Penetrating Crack Seal (> 1,200, Each Location) SY $11.05
NOTE: Individual JOC work assignment pricing shall not exceed these submitted unit prices.
SUBMITTING FIRM: 1)8A Coy,s4N- 0 rbr \'14, .
Date:
MCDOT Contract 0.2016-049 Page 41 of 41