2024C003-240008-JOC CONTRACT-CS CONSTRUCTION -CONCRETE.PDF

Maricopa County — Formal (2024-04-24)

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JOB ORDER CONTRACT 
 
 
 
 
BETWEEN 
 
FLOOD CONTROL DISTRICT of MARICOPA COUNTY 
 
AND 
 
C S CONSTRUCTION, INC. 
 
FOR 
 
CONCRETE PLACEMENT AND REPAIR SERVICES 
 
FCD CONTRACT NO.  2024C003 
Serial # 240008 
 
 
AGENDA NO.  C-69-24

Contract No.  2024C003 
Page 2 of 21 
FLOOD CONTROL DISTRICT of MARICOPA COUNTY 
CONTRACT NO. 2024C003 
TABLE OF CONTENTS 
 
ARTICLE I - CONCRETE PLACEMENT AND REPAIR SERVICES............3 
ARTICLE II - CONTRACT DOCUMENTS  ...............................................3 
ARTICLE III - TIME OF COMPLETION .................................................3 
ARTICLE IV - WORK ASSIGNMENTS AND PERIOD OF SERVICE ........4 
ARTICLE V - PAYMENTS .......................................................................4 
ARTICLE VI -TERMINATION ................................................................4 
ARTICLE VII - NEGOTIATION CLAUSE ................................................5 
ARTICLE VIII - COMPLIANCE WITH LAWS .........................................5 
ARTICLE IX – INFLUENCE ....................................................................6 
ARTICLE X - DEBARMENT AND SUSPENSION……………………………….…..6 
ARTICLE XI - SBE PROGRAM ...............................................................7 
ARTICLE XII - ANTI-DISCRIMINATION PROVISION: ..................... 7 
ARTICLE XIII – INDEMNIFICATION……………………………………….7 
 
ARTICLE XIV - INSURANCE REQUIREMENTS…………………………….7 
 
SIGNATURE PAGE ............................................................................ 10 
STATUTORY PAYMENT BOND .......................................................... 11 
STATUTORY PERFORMANCE BOND ................................................. 12 
CERTIFICATE OF INSURANCE ......................................................... 13 
NO COLLUSION AFFIDAVIT ............................................................. 14 
VERIFICATION OF LICENSE ............................................................ 15 
AFFIDAVIT OF COMPLIANCE ........................................................... 16 
SBE PARTICIPATION REPORTING FORM ........................................ 17 
CERTIFICATE OF PERFORMANCE AND PAYMENT OF ALL CLAIMS .. 18 
 
 
ON CALL CONSTRUCTION PAYMENT REQUEST ............................... 19 
 
EXHIBIT A – CONCRETE PLACEMENT AND REPAIR SERVICES 
EXHIBIT B – FEE SCHEDULE

Contract No.  2024C003 
Page 3 of 21 
CONTRACT NO. 2024C003 
Job Order Contract for Concrete Placement and Repair Services 
 
The Flood Control District of Maricopa County, hereinafter called the DISTRICT, is 
desirous of having Job Order Contract for CONCRETE PLACEMENT AND REPAIR SERVICES 
performed when requested by the District through a specific Work Assignment for those 
services more fully described in Exhibit A, General Concrete Placement and Repair 
Services, and Exhibit B, Unit Price List; and C S Construction, Inc. hereinafter called 
“CONTRACTOR”, with its principal offices located at 22023 N. 20th Avenue, Phoenix 
AZ 85027 & 623-780-2221 is desirous of performing said services; 
 
THIS AGREEMENT, made and entered into this __________ day of ________________, 
20 ___, by and between the District acting by and through its BOARD OF DIRECTORS, 
and CONTRACTOR.   
 
WITNESSETH:  The contract term will be for a period of five(5) consecutive year(s). 
The overall construction cost shall not exceed five million dollars ($5,000,000.00) 
per contract year, maximum $2,000,000 limit per individual project task order 
and no splitting work assignments. Furthermore, the total possible not-to-exceed 
fee earned for the entire contract duration is twenty-five Million Dollars and no cents; 
(25,000,000.00). Complete and satisfactory performance of work under this contract in 
accordance with the Concrete Placement and Repair Services 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 - CONCRETE PLACEMENT AND REPAIR SERVICES:  The 
CONTRACTOR, under the general supervision of the District Director, shall perform 
Concrete Placement and Repair 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 Concrete Placement and Repair Services.  It is understood and 
agreed that the COUNTY’s authorized representative shall be the District 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 District Director, project Concrete Placement and 
Repair Services assignments for the District 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 District, and such modifications of the same and other 
directions that may be made by the District as provided herein.  The CONTRACTOR shall 
meet periodically with the District Agent so as to keep the District 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. 
       
 
  
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 Concrete Placement and Repair Services and to completely construct the same 
and provide the services therein, as called for by this agreement free and clear of all

Contract No.  2024C003 
Page 4 of 21 
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 Concrete Placement and Repair Services, a 
detailed Concrete Placement and Repair Services 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 Concrete Placement and Repair Services and the detailed Concrete 
Placement and Repair Services 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 five (5) years from the Board award date 
with no annual renewals.  
 
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 DISTRICT, 
through its Engineer and to its satisfaction, the DISTRICT 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 DISTRICT 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. Market escalations in material costs may be reviewed by 
DISTRICT upon written request from Contractor at annual anniversary date of contract. 
 
The DISTRICT shall pay the CONTRACTOR in full for each Work Assignment upon 
satisfactory completion and acceptance by the DISTRICT, 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 DISTRICT approved monthly progress reports and 
subject to the limitations set forth in the Concrete Placement and Repair Services 
negotiated for each Work Assignment.   
 
Upon completion of each Work Assignment under this contract, the CONTRACTOR will 
furnish to the DISTRICT an executed Certificate of Performance.  The Certificate of 
Performance must be notarized.

Contract No.  2024C003 
Page 5 of 21 
 
       
ARTICLE VI - TERMINATION:  The COUNTY hereby gives notice that pursuant 
to A.R.S. Sec. 38-511 A, this contract may be canceled without penalty or further 
obligation within three years after execution if any person significantly involved in 
initiation, negotiation, securing, drafting or creating the contract on behalf of the 
DISTRICT is, at any time while the contract or any extension of the contract is in effect, 
an employee or agent of any other party to the contract in any capacity or a Contractor to 
any other party of the contract with respect to the subject matter of the contract.  
Cancellation under this section shall be effective when written notice from the 
Transportation Director of the DISTRICT is received by all of the parties to the contract.  
In addition, the DISTRICT may recoup any fee or commission paid or due to any person 
significantly involved in initiation, negotiation, securing, drafting or creating the contract 
on behalf of the DISTRICT from any other party to the contract arising as a result of the 
contract. 
 
       
ARTICLE VII - NEGOTIATION CLAUSE: Recovery of damages related to 
expenses incurred by CONTRACTOR for a delay for which the DISTRICT 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 DISTRICT.  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 DISTRICT 
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: 
 
(1) 
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; 
 
(2) 
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; 
 
(3) 
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

Contract No.  2024C003 
Page 6 of 21 
agrees to make all papers and employment records of said employee(s) 
available during normal working hours in order to facilitate such an inspection. 
 
(4) 
That nothing herein shall make any CONTRACTOR or sub-contractor an 
agent or employee of the contracting government entity.  
 
ARTICLE IX – INFLUENCE: - As prescribed in Article 12, 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 unethical conduct, may be grounds for Disbarment 
or Suspension under Article 9 of the Maricopa County Procurement Code.   
 
An attempt to influence includes, but is not limited to: 
 
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, 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.   
 
ABSOLUTELY NO CONTACT BETWEEN THE RESPONDENT AND ANY COUNTY 
PERSONNEL, OTHER THAN THE OFFICE OF PROCUREMENT SERVICES, IS ALLOWED 
DURING THE SOLICITATION PROCESS UNLESS THE COMMUNICATION IS IN REGARDS 
TO PRE-EXISTING BUSINESS WITH THE COUNTY. ANY COMMUNICATIONS REGARDING 
THE SOLICITATION, ITS PARTICIPANTS OR ANY DOCUMENTATION PRIOR TO THE 
CONTRACT AWARD MAY BE GROUNDS FOR DISMISSAL OF THE RESPONDENT FROM 
THE EVALUATION PROCESS. 
 
ARTICLE X-CERTIFICATION REGARDING DEBARMENT AND SUSPENSION 
The undersigned (authorized official signing for the contractor/bidder) certifies to the best 
of his or her knowledge and belief, that the contractor/bidder, and its principals: 
 
1) 
Are not presently debarred, suspended, proposed for debarment, declared 
ineligible, or voluntarily excluded from covered transactions by any Federal Department or 
agency; 
 
2) 
Have not within 3-year period preceding this solicitation/contract been convicted of 
or had a civil judgment rendered against them for commission of fraud or a criminal 
offense in connection with obtaining, attempting to obtain, or performing a public 
(Federal, State or local) transaction or contract under a public transaction; violation of 
Federal or State antitrust statues or commission of embezzlement, theft, forgery, bribery, 
falsification or destruction of records, making false statements, or receiving stolen 
property;

Contract No.  2024C003 
Page 7 of 21 
3) 
Are not presently indicted or otherwise criminally or civilly charged by a 
government entity (Federal, State or local) with commission of any of the offenses 
enumerated in this paragraph of this certification; and 
 
4) 
Have not within a 3-year period preceding this solicitation and/or agreement had 
one or more public transactions (Federal, State or local) terminated for cause of default. 
 
Should the contractor/bidder not be able to provide this certification, a comprehensive 
explanation as to why should be attached to its bid. 
 
The contractor/bidder agrees to include, without modification, this clause in all lower tier 
covered transactions (i.e. transactions with subcontractors) and in all solicitations for lower 
tier covered transactions related to this contract. 
 
       
ARTICLE XI - 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 XII - 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.  
 
FORCED LABOR 
 
By submitting a bid for this solicitation and/or entering into a contract as a result of this 
solicitation, contractor agrees to comply with all applicable portions of Arizona Revised 
Statutes Section 35-394. Contracting; procurement; prohibition; written certification; 
remedy; termination; exception; definitions. Contractor certifies that it does not currently, 
and agrees for the duration of the contract, that it will not use: 
 
The forced labor of ethnic Uyghurs in the People’s Republic of China. 
Any goods or services produced by the forced labor of ethnic Uyghurs in the People’s 
Republic of China. 
 
Any contractors, subcontractors or suppliers that use the forced labor or any good or 
services produced by the forced labor of ethnic Uyghurs in the People’s Republic of China. 
If contractor becomes aware during the term of the agreement that contractor is not in 
compliance with this paragraph, the contractor shall notify the County within five business 
days after becoming aware of the noncompliance. If the contractor fails to provide a 
written certification to the County that the contractor has remedied the noncompliance 
within 180 days after notifying the County of its noncompliance, then the agreement 
terminates, except that if the agreement termination date occurs before the end the 180 
day period, the agreement terminates on the agreement termination date.

Contract No.  2024C003 
Page 8 of 21 
  ARTICLE XIII - INDEMNIFICATION:  To the fullest extent permitted by 
law, CONTRACTOR shall defend, indemnify, and hold harmless DISTRICT, 
MARICOPA COUNTY and its agents, representatives, officers, directors, officials, and 
employees from and against all claims, damages, losses and expenses, including, but 
not limited to, attorney fees, court costs, expert witness fees, and the cost of appellate 
proceedings, relating to, arising out of, or alleged to have resulted from the negligent 
acts, errors, omissions or mistakes relating to the performance of this Contract.  
CONTRACTOR’S duty to defend, indemnify and hold harmless DISTRICT, MARICOPA 
COUNTY and its agents, representatives, officers, directors, officials, and employees 
shall arise in connection with any claim, damage, loss or expense that is attributable to 
bodily injury, sickness, disease, death, or injury to, impairment, or destruction of 
property, including loss of use resulting there from, caused by any negligent acts, 
errors, omissions or mistakes in the performance of this Contract including any person 
for whose acts, errors, omissions or mistakes CONTRACTOR may be legally liable. 
 
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 
XIV 
- 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 DISTRICT. The form of any insurance 
policies and forms must be acceptable to DISTRICT. 
 
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 
DISTRICT, constitute a material breach of this Contract. 
 
CONTRACTOR’S insurance shall be primary insurance as respects DISTRICT and any 
insurance or self-insurance maintained by DISTRICT 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 DISTRICTS 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 DISTRICT under such policies. CONTRACTOR 
shall be solely responsible for the deductible and/or self-insured retention and 
DISTRICT, at its option, may require CONTRACTOR to secure payment of such

Contract No.  2024C003 
Page 9 of 21 
deductibles or self-insured retentions by a surety bond or an irrevocable and 
unconditional letter of credit. 
 
The DISTRICT 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. The DISTRICT 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 DISTRICT’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 The DISTRICT,  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 
DISTRICT, its agents, 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, and $4,000,000 General Aggregate Limit. 
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.

Contract No.  2024C003 
Page 10 of 21 
CONTRACTOR waives all rights against DISTRICT and its agents, officers, directors 
and employees for recovery of damages to the extent these damages are covered by 
the Workers’ Compensation and Employer’s Liability or commercial umbrella liability 
insurance obtained by CONTRACTOR pursuant to this agreement. 
 
CERTIFICATES OF INSURANCE 
Prior to commencing work or services under this Contract, CONTRACTOR shall furnish 
DISTRICT with Certificates of Insurance in a form acceptable to DISTRICT, 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 DISTRICT fifteen (15) days prior to the expiration date. 
 
CANCELLATION AND EXPIRATION NOTICE 
Insurance required herein shall not expire, be canceled, or materially changed without 
thirty (30) days prior written notice to DISTRICT. 
 
 
(END OF SECTION)

Contract No.  2024C003 
Page 11 of 22 
IN WITNESS WHEREOF:  Five (5) 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. 
 
 
C S Construction, Inc. 
 
By: Zachary Teegarden 
 
 
 
  
Printed Name 
 
 
  
 
 
 
 
 
 
 Signature 
 
 
Title: Vice President  
 
 
 
 
 
Date: April 5, 2024  
 
 
 
 
 
86-0395588  
 
 
 
 
 Tax Identification Number 
 
 
 
 
FLOOD CONTROL DISTRICT OF MARICOPA COUNTY 
 
RECOMMENDED BY: 
 
 
 
ACCEPTED AND APPROVED: 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
Chief Engineer and General Manager   Date 
Chairman, Board of Directors            Date 
 
 
 
 
 
 
 
 
 
ATTEST: 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
Clerk of the Board 
 
 
Date 
LEGAL REVIEW 
Approved as to form and within the powers 
and authority granted under the laws of the 
State of Arizona to the Flood Control 
DISTRICT of Maricopa County. 
 
 
 
 
 
 
 
 
 
 
 
 
 
FLOOD CONTROL DISTRICT GENERAL COUNCIL 
 
Date 
 
 
DocuSign Envelope ID: 616B1F3B-5C1A-48D3-8167-7AA49B0E2C33
4/8/2024
4/8/2024

Contract No.  2024C003 
Page 12 of 21 
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 ($_________________________) 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  
 day of  
, 20 
, for 2024C003, Job Order 
Contract for, 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:

Contract No.  2024C003 
Page 13 of 21 
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 ($_________________________) 
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 the 
Obligee, dated the  
 day of  
, 20 
, for 2024C003, Job Order 
Contract for   , 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: _________________________________

Contract No.  2024C003 
Page 14 of 21 
Flood Control District of Maricopa County 
CERTIFICATE OF INSURANCE 
CONTRACT NO 2024C003 
                          PROJECT TITLE: Job Order Contract for Concrete Placement and Repair Services  
NAME AND ADDRESS OF INSURANCE AGENCY: 
*COMPANIES AFFORDING COVERAGES: 
Company 
Letter 
A  
Company 
Letter 
B  
Company 
Letter 
C  
NAME AND ADDRESS OF INSURED: 
Company 
Letter 
D  
Company 
Letter 
E  
Company 
Letter 
F 
 
This certificate of insurance certifies that policies of insurance listed below have been issued to the insured named above and are in full force at this 
time. 
*CO. 
LTR. 
TYPE OF INSURANCE 
POLICY 
NUMBER 
EFFECTIVE 
DATE 
(MM/DD/Y
Y) 
EXPIRATION 
DATE 
(MM/DD/YY) 
 
LIMITS 
 
GENERAL LIABILITY: 
 COMMERCIAL GENERAL LIABILITY 
 
: Claims Made : Occur 
: PREMISES OPERATIONS 
: BLANKET CONTRACTURAL 
: BROAD FORM PROPERTY 
 
DAMAGE 
: PERSONAL INJURY 
: PRODUCTS AND COMPLETED 
 
OPERATIONS HAZARD 
: XCU HAZARDS 
: INDEPENDENT CONTRACTORS 
: OWNER’S AND CONTRACTOR’S 
 
PROTECTIVE LIABILITY 
 
 
 
 
GENERAL AGGREGATE 
 
PRODUCTS/COMPLETED 
OPERATIONS AGGREGATE 
 
EACH OCCURRENCE  
 
 
$4,000,000 
 
$2,000,000 
 
 
$2,000,000 
 
 
AUTOMOBILE LIABILITY: 
 
: ANY AUTO 
: ALL OWNED AND NON-OWNED 
AUTOS 
 
 
 
 
Combined Single Limit 
Bodily Injury 
Property Damage 
Per person/Per accident 
 
$2,000,000 
$2,000,000 
$2,000,000 
$2,000,000 
 
:  EXCESS LIABILITY 
: Umbrella Form 
: Other than Umbrella Form 
 
 
 
 
Each occurrence 
Aggregate 
 
$ 
$ 
 
: WORKERS’ COMPENSATION 
 
AND EMPLOYERS’ LIABILITY 
 
 
 
STATUTORY LIMITS AND 
EMPLOYER’S LIABILITY: 
 
EACH ACCIDENT 
DISEASE: EACH EMPLOYEE 
DISEASE: POLICY LIMIT 
 
$1,000,000 
$1,000,000 
$1,000,000 
 
: PROFESSIONAL LIABILITY 
 
 
 
 
 
 
: OTHER: 
Except for Workers’ Compensation and Professional Liability Insurance, the Maricopa County, and  
their agents, representatives, officers, Directors, Officials, and employees are named as Additional 
Insured’s. 
Except for Workers’ Compensation and Professional Liability Insurance, Flood Control District of Maricopa County (District), Maricopa County and their agents, 
representatives, officers, Directors, Officials, and employees are named 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 the District. To the extent provided in Contract, insured shall hold harmless the District from 
liability arising out of 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 or damage resulting from the sole negligence of the District, 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, or materially changed to 
affect the coverage available to the District without thirty (30) days written notice to the District.  THIS CERTIFICATE IS NOT VALID UNLESS 
COUNTERSIGNED BY AN AUTHORIZED REPRESENTATIVE OF THE INSURANCE COMPANY. 
FLOOD CONTROL DISTRICT OF MARICOPA COUNTY  
2801 WEST DURANGO STREET 
PHOENIX, ARIZONA 85009 
 
DATE ISSUED:  
 
 
 
 
 
 
 
 
 
 
 
AUTHORIZED REPRESENTATIVE

Contract No.  2024C003 
Page 15 of 21 
 
NO COLLUSION AFFIDAVIT 
BY CONTRACTOR 
CERTIFYING THAT THERE WAS NO COLLUSION 
IN SUBMITTING FOR CONTRACT 
 
 
 
STATE OF ARIZONA  
) 
 
 
 
 
)§ 
COUNTY OF MARICOPA 
) 
 
 
 
 being first duly sworn, deposes and says: 
 
That he is  
 of 
 
 
 
(Title) 
(Name of Business) 
 
submitting on Contract No. 2024C003 for the construction of Job Order Contract for 
Concrete Placement and Repair 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. 
 
 
 
 
 
 
(Signature of Affiant) 
 
 
 
Subscribed and sworn to before me this  
 day of  
, 20 
. 
 
 
My Commission Expires: 
 
 
 
 
 
 
 
 
(Notary Public)

Contract No.  2024C003 
Page 16 of 21 
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: 
;  
that my privilege license number (as required by A.R.S. § 42-1305) is:  
 
; 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 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 
UNSWORN FALSIFICATION PUNISHABLE ACCORDING TO A.R.S. § 13-2704. 
 
 
 
 
 
 
 
DATE 
SIGNATURE OF LICENSEE 
 
 
 
 
 
 
 
 
 
COMPANY

Contract No.  2024C003 
Page 17 of 21 
AFFIDAVIT OF COMPLIANCE 
 
AFFIDAVIT BY CONTRACTOR CERTIFYING COMPLIANCE WITH HOUSE BILL 2745, CHAPTER 
152 REQUIRING USE OF E-VERIFY 
 
STATE OF  
 
 
 
) 
 
 
 
 
 
)§ 
County of  
 
 
 
) 
 
 
 
 
 
 
 
 
 being first duly sworn, deposes and says: 
 
That he/she is  
 
 
 
 
 of  
 
 
 
 
 
 
bidding on Contract No.  2024C003, JOC – Concrete Placement and Repair 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  
 
 day of_____  
, 20 
. 
 
 
 
 
 
 
 
(Notary Public) 
 
 
 
 
 
 
My Commission Expires

Contract No.  2024C003 
Page 18 of 21 
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. 
 
_____________________________ 
 
 
2024C003/240008 
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. 
SBE Firm Name 
SBE Firm Address 
Type of Work 
Performed 
$ Pd to SBE this 
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

Contract No.  2024C003 
Page 19 of 21 
FLOOD CONTROL DISTRICT OF MARICOPA COUNTY  
Certificate of Performance and Payment of ALL Claims 
 
PROJECT NAME: JOC – CONCRETE PLACEMENT AND REPAIR SERVICES 
 
 
 
 
 
 
 
, hereby certifies to the Flood Control District (FCD) of  
(Name of Signer)  
Maricopa County that all lawful claims for labor, rental of equipment, material used, and any other claims 
by ________________ or its subconsultants in connection with the project described in FCD Contract 
2024C003 have been paid.  
 
____________________________________ understands that with receipt of payment for any previously 
invoiced amounts, plus any retained monies, this is a settlement of all claims of every nature and kind 
against FCD arising out of the performance of FCD Contract 2024C003 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 Flood Control District 
Maricopa County, 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:

Contract No.  2024C003 
Page 20 of 21 
SUBCONTRACTOR LISTING 
 
The following is a listing of Subcontractors and material suppliers (including any minority and 
women-owned business enterprises participation) that may to perform the work outlined in this 
Contract.  Although this list will not be considered a final commitment on the Contractor's part, 
any Subcontractor changes from those listed must have the District’s written approval before the 
commencement of Subcontractor work on site. 
The contractor certifies that subcontractor selection has been conducted in accordance with the 
approved subcontractor selection plan (attached), and that the Contractor will perform, with its 
organization, construction work that amounts to not less than Fifty percent (50%) of the total 
Contract price for construction. 
 
 
_________________________________________________________________________ 
 
_________________________________________________________________________ 
 
_________________________________________________________________________ 
 
_________________________________________________________________________ 
 
_________________________________________________________________________ 
 
_________________________________________________________________________ 
 
_________________________________________________________________________ 
_________________________________________________________________________ 
_________________________________________________________________________ 
_________________________________________________________________________ 
 
 
 
 
 
 
 
 
 
 
___________________________________ 
 
 
 
 
 
 
 
 
(Signature)

Contract No.  2024C003 
Page 21 of 21 
FLOOD CONTROL DISTRICT 
ON CALL CONSTRUCTION PAYMENT REQUEST 
 
Submit to: 
FLOOD CONTROL DISTRICT OF MARICOPA COUNTY 
 
 
Attention:  Contracts Branch Services 
2801 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 ____________    FCD  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. 
Total Payment Request (B.3 minus C.1)  
 
 
$_______________ 
 
3. 
Net Payment Request  
 
 
 
 
$_______________ 
 
 
Submitted by: _____________________________________________________ Date: ____________ 
Contractor 
 
Payment Request Verification: ________________________________________ Date: ____________ 
FCD Project Manager 
 
 
Approval to Pay: ___________________________________________________ Date: ____________ 
 
 
 
            FCD Division Manager

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
INSURER(S) AFFORDING COVERAGE
INSURER F :
INSURER E :
INSURER D :
INSURER C :
INSURER B :
INSURER A :
NAIC #
NAME:
CONTACT
(A/C, No):
FAX
E-MAIL
ADDRESS:
PRODUCER
(A/C, No, Ext):
PHONE
INSURED
REVISION NUMBER:
CERTIFICATE NUMBER:
COVERAGES
IMPORTANT:  If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement.  A statement on
this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW.  THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
OTHER:
(Per accident)
(Ea accident)
$
$
N / A
SUBR
WVD
ADDL
INSD
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED.  NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
$
$
$
$
PROPERTY DAMAGE
BODILY INJURY (Per accident)
BODILY INJURY (Per person)
COMBINED SINGLE LIMIT
AUTOS ONLY
AUTOS
AUTOS ONLY
NON-OWNED
SCHEDULED
OWNED
ANY AUTO
AUTOMOBILE LIABILITY
Y / N
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
DESCRIPTION OF OPERATIONS below
If yes, describe under
ANY PROPRIETOR/PARTNER/EXECUTIVE
$
$
$
E.L. DISEASE - POLICY LIMIT
E.L. DISEASE - EA EMPLOYEE
E.L. EACH ACCIDENT
ER
OTH-
STATUTE
PER
LIMITS
(MM/DD/YYYY)
POLICY EXP
(MM/DD/YYYY)
POLICY EFF
POLICY NUMBER
TYPE OF INSURANCE
LTR
INSR
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES  (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)
EXCESS LIAB
UMBRELLA LIAB
$
EACH OCCURRENCE
$
AGGREGATE
$
OCCUR
CLAIMS-MADE
DED
RETENTION $
$
PRODUCTS - COMP/OP AGG
$
GENERAL AGGREGATE
$
PERSONAL & ADV INJURY
$
MED EXP (Any one person)
$
EACH OCCURRENCE
DAMAGE TO RENTED
$
PREMISES (Ea occurrence)
COMMERCIAL GENERAL LIABILITY
CLAIMS-MADE
OCCUR
GEN'L AGGREGATE LIMIT APPLIES PER:
POLICY
PRO-
JECT
LOC
CERTIFICATE OF LIABILITY INSURANCE
DATE (MM/DD/YYYY)
CANCELLATION
AUTHORIZED REPRESENTATIVE
ACORD 25 (2016/03)
© 1988-2015 ACORD CORPORATION.  All rights reserved.
CERTIFICATE HOLDER
The ACORD name and logo are registered marks of ACORD
HIRED
AUTOS ONLY
2/22/2024
Reseco Insurance Advisors, LLC
7901 N. 16th Street,
Suite 100
Phoenix AZ 85020
602-753-4250
602-419-2242
certificates@resecoadvisors.com
Travelers Property Casualty Co of Amer
25674
5830
Pacific Compensation Insurance Company
11555
CS Construction, Inc.
22023 North 20th Avenue
Suite A
Phoenix AZ 85027
Travelers Casualty Insurance Company of America
19046
1632949863
A
X
1,000,000
X
500,000
10,000
1,000,000
2,000,000
X
Y
Y
DT-CO-3X116500-PHX-23
11/30/2023
11/30/2024
2,000,000
A
1,000,000
X
X
X
X
HA Phys Dam
Y
Y
810-3X080492-23-26-G
11/30/2023
11/30/2024
Comp/Coll Deductibles
1,000/$1,000
A
X
10,000,000
X
CUP-7S273365-22-NF
11/30/2023
11/30/2024
10,000,000
X
$0
B
X
Y
1019352
11/30/2023
11/30/2024
1,000,000
1,000,000
1,000,000
C
Property of Others (Stock)
QT-630-4X620984-TIL-23
11/30/2023
11/30/2024
Limit
Deductible
See Below
$1,000
Certificate holders and those parties, required by written contract, are included as Additional Insured with respects to the General Liability, Automobile Liability
and Excess/Umbrella Liability on a primary and non-contributory basis, subject to all provisions and limitations of the policy. Waiver of Subrogation in favor of
Certificate Holder and those parties required, by written contract, applies to the General Liability, Automobile Liability and Employers Liability/Workers
Compensation, subject to all provisions and limitations of the policy.
RE: CS Job #127M - 2024C003 / 240008 - JOC Job Order Contract for Concrete Placement and Repair Services
Maricopa County Flood Control District is named as Additional Insured.
Flood Control District of Maricopa County
2801 W. Durango Street
Phoenix AZ 85009

Policy Number: 810-3X080492-23-26-G

ITEM #
DESCRIPTION
UNIT
PRICE
NOTES
104 - 1
CQC Testing Allowance
LS
15,000.00
$      
105 - 1
Partnering Allowance
LS
7,500.00
$        
105 - 2
Construction Staking Allowance
LS
16,000.00
$      
105 - 3
Utility Relocation Allowance
LS
25,000.00
$      
107 - 1
AZDES/SWPPP Permits Allowance
LS
10,000.00
$      
107 - 2
Public Information and Notification Allowance
LS
10,000.00
$      
107 - 3
Project Signs Allowance
LS
4,000.00
$        
107 - 4
Restricted Areas Delineation
LS
5,000.00
$        
107 - 5
Water Management Plan Preparation Allowance
LS
10,000.00
$      
107 - 6
Water Management Plan Implementation Allowance
LS
50,000.00
$      
108 - 1
Construction Work Plan Allowance
LS
5,000.00
$        
201 - 1
Clearing and Grubbing
AC
4,000.00
$        
202 - 1
Mobilization
LS
25,000.00
$      
203 - 1
Temporary Access Allowance
LS
10,000.00
$      
206 - 1
Foundation Surface Preparation 
CY
175.00
$           
Overexcavation and Backfill with ABC
220 - 6
Grouted Riprap (D50 = 9 inch, FCDMC Std. Det. 555-1)
CY
458.00
$           
221 - 1
Sediment Wattles and Anchoring
LF
12.00
$             
310 - 1
4-inch Aggregate Base Course (ABC) Maintenance Road (Chip Seal, FCDMC Std. Det. 201-1)
SY
27.00
$             
310 - 2
1/4-inch Decomposed Granite (DG)
SY
15.00
$             
310 - 3
Untreated Base
TON
75.00
$             
340 - 1
Roll Curb and Gutter (MAG Det. No. 220-1, Type C)
LF
58.00
$             
340 - 2
Vertical Curb and Gutter (MAG Det. No. 220-1, Type A, H=6")
LF
58.00
$             
340 - 3
Ribbon Curb (MAG Det. No. 220-1, Type B)
LF
58.00
$             
340 - 4
Concrete Sidewalk (MAG Det. No. 230)
SF
11.00
$             
340 - 5
Concrete Driveway Entrance (MAG Det. No. 260)
SF
14.00
$             
340 - 6
Concrete Valley Gutter (MAG Det. No. 240, Section A-A)
SF
21.00
$             
340 - 7
Concrete Slope Paving, 4" Thick
SY
247.00
$           
340 - 8
Curb Termination (MAG Det. No. 222)
EA
846.00
$           
340 - 9
Concrete Cut-Off Wall 3-feet Deep (MAG Det. No. 552)
LF
124.00
$           
340 - 10
Object Marker MCDOT M-2
EA
650.00
$           
340 - 11
Removable Bollard (FCDMC Std. Det. 140-1 & -2)
EA
2,100.00
$        
340 - 12
Reinforced Concrete Maintenance Road (FCDMC Std. Det. 201-3)
SY
274.00
$           
344 - 1
Decomposed Granite Road Surface
SY
26.00
$             
344 - 2
Embankment/Slope Rockmulch (FCD Std. Det. 555-2)
CY
258.00
$           
345 - 1
Adjust Manhole Frame & Cover (MAG Det. No. 422-2)
EA
2,500.00
$        
350 - 1
Saw Cut and Remove Existing Concrete Channel Lining
SF
5.00
$               
350 - 2
Remove Reinforced Concrete Pipe
LF
42.00
$             
350 - 3
Remove Culvert Pipe
LF
42.00
$             
350 - 4A Remove Existing Sanitary Sewer Pipe 10' Deep or Less
LF
200.00
$           
CONCRETE REPAIR & REPLACEMENT BID ITEM LIST- 2024C003 CS Construction

350 - 4B Remove Existing Sanitary Sewer Pipe 10' - 20' Deep
LF
650.00
$           
350 - 5
Remove Concrete Headwall
EA
2,500.00
$

350 - 6
Remove Concrete Apron
SF
5.00
$               
350 - 7A Remove Existing Manhole 10' Deep or Less
EA
4,000.00
$        
350 - 7B Remove Existing Manhole 10' - 20' Deep
EA
8,000.00
$        
350 - 8
Remove Existing Catch Basin
EA
2,000.00
$        
350 - 9
Remove Existing Driveway
SF
6.00
$               
350 - 10
Remove Existing Sidewalk
SF
6.00
$               
350 - 11
Remove Existing Scupper and Spillway
EA
5,500.00
$        
350 - 12
Remove Existing Concrete Pavement 8" Thick
SY
40.00
$             
350 - 13
Remove Existing Asphalt Concrete 6" Thick
SY
36.00
$             
350 - 14
Remove Loose Riprap
CY
71.00
$             
350 - 15
Remove Grouted Riprap
CY
75.00
$             
350 - 16
Remove Sign
EA
280.00
$           
350 - 17
Remove Tree
EA
1,850.00
$        
350 - 18
Remove Chain Link Fence
LF
30.00
$             
350 - 19
Remove Rail Fence
LF
39.00
$             
350 - 20
Remove, Salvage and Replace Chink Link Fence
LF
50.00
$             
350 - 21
Remove Existing Bollards
EA
265.00
$           
350 - 22
Remove Block Wall
LF
850.00
$           
350 - 23
Remove Existing Valve, Box, and Cover
EA
461.00
$           
350 - 24
Remove Existing Hydrant
EA
3,200.00
$        
350 - 25
Removal and Disposal of  Debris from Right-of-Way
HR
112.00
$           
1 Man 1 Truck
350 - 26
Removal and Disposal of Miscellaneous Material
HR
112.00
$           
1 Man 1 Truck
350 - 26B Dump Fees for Bid Items 350-25 and/or 350-26
EA
300.00
$           
351 - 1
Relocate Existing Traffic Signal Equipment
EA
100,000.00
$    
1 Corner Move Back of Existing Equipment
401 - 1
Traffic Control Allowance
LS
40,000.00
$      
405 - 1
Survey Marker/Brass Cap (MAG Det. No. 120, Type 'A')
EA
650.00
$           
405 - 2
Survey Marker/Brass Cap (MAG Det. No. 120, Type 'B')
EA
650.00
$           
415 - 1
W-Beam Guardrail (ADOT Det. C-10.04)
LF
95.00
$             
415 - 2
Guardrail Terminal, 37.5-foot (ADOT Std. Det. C-10.00)
EA
7,950.00
$        
415 - 3
Guardrail End Anchor, 12.5-foot (ADOT Std. Det. C-10.08)
EA
3,975.00
$        
430 - 18
Rock Staining (Natina)
SY
TBN
430 - 19
Fence Staining (Natina)
LF
TBN
430 - 20
RCC/Concrete Staining (Natina)
SF
TBN
430 - 21
Metal Handrail Staining (Natina)
LF
TBN
420 - 1
Install Chain Link Fence (FCDMC Std. Det. 160-6)
LF
55.00
$             
420 - 2
Install Chain Link Fence Gate (FCDMC Std. Det. 160-6)
EA
4,770.00
$        
420 - 3
Install Wire Fence (FCDMC Std. Det. 160-2)
LF
55.00
$             
420 - 4
Install Wire Fence Gate (FCDMC Std. Det. 160-1)
EA
4,770.00
$        
420 - 5
Install Wrought Iron Fence (FCDMC Std. Det. 160-5)
LF
160.00
$           
420 - 6
Install Wrought Iron Fence Gate (FCDMC Std. Det. 160-4)
EA
6,360.00
$        
420 - 7
Install Pipe Rail Fence with 2 Rails & Expansion Sleeves at 100-ft intevals (FCDMC Std. Det. 145-1)
LF
160.00
$           
420 - 8
Install Pipe Rail Fence with 3 Rails & Expansion Sleeves at 100-ft intevals (FCDMC Std. Det. 145-1)
LF
190.00
$

420 - 9
Install Equestrian Gate (FCDMC Std. Det. 160-7)
EA
1,190.00
$        
420 - 10
Install Equestrian Swing Gate (FCDMC Std. Det. 160-9)
EA
3,180.00
$        
420 - 11
Install Monster Gate (FCDMC Std. Det. 160-8)
EA
6,360.00
$

430 - 6
Landscaping Hydroseed Mix A
AC
6,000.00
$        
430 - 7
Landscaping Hydroseed Mix B
AC
6,000.00
$        
430 - 8
Landscaping Hydroseed Mix C
AC
6,000.00
$        
430 - 9
Landscaping Hydroseed Mix D
AC
6,000.00
$        
505 - 1
Reinforced Concrete Channel Liner (6-in Min.)
SY
266.00
$           
505 - 2
Reinforced Concrete Channel Liner (8-in Min.)
SY
282.00
$           
505 - 3
Reinforced 8-in Concrete Apron/Wet-Crossing with Toe Down
CY
1,062.00
$        
505 - 4
Reinforced Concrete Headwall (MAG Det. No. 501-3)
CY
2,500.00
$        
505 - 5
Reinforced Concrete Headwall (MAG Det. No. 501-4)
CY
2,250.00
$        
505 - 6
Reinforced Headwall with Drop Inlet (MAG Det. No. 501-5)
EA
12,500.00
$      
505 - 7
Catch Basin Single (MAG Det. No. 537 Modified with Raised Inlet FCDMC Std. Det. 537-1)
EA
15,000.00
$      
505 - 8
Catch Basin Double (MAG Det. No. 537 Modified with Raised Inlet FCDMC Std. Det. 537-1)
EA
25,000.00
$      
505 - 9
Curb Opening Catch Basin (MAG Det. No. 533–1 Type D)
EA
7,500.00
$        
505 - 10
Concrete Encasement (MAG Det. No. 404-3)
CY
350.00
$           
505 - 11
Flared End Section (MAG Det. No. 545)
EA
TBN
505 - 12
Reinforced Masonry Headwall (MAG Det. No. 501-1)
SF
45.00
$             
505 - 13
Reinforced Concrete Box Culverts, Single Barrel (ADOT Std. Det. SD 6.01)
TBN
TBN
505 - 14
Reinforced Concrete Box Culverts, Double Barrel (ADOT Std. Det. SD 6.02)
TBN
TBN
505 - 15
Concrete V-Ditch
SF
8.00
$               
505 - 16
Concrete Median and Nose (MAG Det. No. 223)
EA
1,250.00
$        
505 - 17
Concrete Pipe Collar (MAG Det. No. 505) up to 48" Diameter
EA
3,125.00
$        
505 - 18
Reconstruct Irrigation Ditch
SY
117.00
$           
505 - 19
Reinforced Concrete Maintenance Ramp (FCDMC Std. Det. 201-4)
SF
274.00
$           
505 - 20
Concrete Scupper (MAG Det. No. 206-2)
EA
3,500.00
$        
505 - 20A Concrete Scupper (MAG Det. No. 206-2) Spillway
SF
9.00
$               
505 - 21
CLSM Grade Control Structure
CY
210.00
$           
505 - 22
CLSM Cutoff Wall
CY
220.00
$           
505 - 23
Concrete Pipe Point Repair
SF
65.00
$             
505 - 24
Grouted Riprap Channel Bank Spillway
CY
250.00
$           
507 - 1
Concrete Drop Structure
CY
1,650.00
$        
507 - 2
Concrete Sidewash Drop Structure
CY
1,950.00
$        
510 - 1
Concrete Block Masonry Wall
SF
45.00
$             
515 - 1
View Wall
LF
465.00
$           
515 - 2
Bollard Type 1 (MAG Det. No. 140, 6" Diameter)
EA
2,500.00
$        
515 - 3A Trash Rack (MAG Det. No. 502-1) Type A
EA
1,030.00
$        
515 - 3B Trash Rack (MAG Det. No. 502-1) Type B
EA
1,235.00
$        
515 - 3C Trash Rack (MAG Det. No. 502-1) Type C
EA
1,450.00
$        
515 - 3D Trash Rack (MAG Det. No. 502-1) Type D
EA
1,670.00
$        
515 - 3E Trash Rack (MAG Det. No. 502-1) Type E
EA
1,895.00
$        
515 - 4A Access Barrier (ADOT Std. Det. C-13.75) - 30" 
EA
1,125.00
$        
515 - 4B Access Barrier (ADOT Std. Det. C-13.75) - 36" 
EA
1,320.00
$        
515 - 4C Access Barrier (ADOT Std. Det. C-13.75) - 42" 
EA
1,520.00
$

515 - 4D Access Barrier (ADOT Std. Det. C-13.75) - 48" 
EA
1,725.00
$        
517 - 1
Sluice Gate and Appurtenances
LF
TBN
520 - 1
Tubular Steel Ornamental Fence (Dwg ST9)
EA
TBN
525 - 1
CLSM Placement (1-Sack)
CY
210.00
$           
525 - 2
CLSM Placement (1/2-Sack)
CY
220.00
$           
525 - 3
Shotcrete (4-inch Thick) 
SY
250.00
$           
530 - 1
Paint of Existing Concrete and Steel Structures
SF
5.00
$               
618 - 19
Plug Existing Storm Drain (MAG Det. No. 427)
EA
5,000.00
$        
Miscellaneous Work       
MISC
To Be Negotiated 
TBN
*
The amount to be paid for work items not included in Unit Price List shall be negotiated between the 
contractor and the District.
*
 This should be clearly identified as "To be Negotiated" (TBN) or "Miscellaneous (Misc) work".

EXHIBIT A 
 
 
 
 
 
 
SCOPE OF WORK 
 
CONTRACT FCD 2024C003 
 
JOB ORDER CONTRACT  
 
CONCRETE PLACEMENT AND REPAIR SERVICES

GENERAL 
 
Under the Director's general supervision, the Contractor shall perform concrete-related 
construction and repair services.  In addition, the contractor shall perform preconstruction-
related services such as design review, constructability review, and cost estimates for 
contracted Work Assignments according to the directions and designated standards of the 
District.   
 
It is understood and agreed that the District’s authorized representative shall be the Director or 
their duly authorized representative.  
 
The contractor for construction services is recommended; however, it is not required to be 
registered to perform design services under A.R.S. Title 32, Chapter 1 if the person or firm 
performing the design services on behalf of the contractor is appropriately documented.  
 
The contractor for construction services shall be licensed to perform construction according to 
A.R.S. Title 32, Chapter 10.  
 
The firm performing the construction shall be licensed under the laws of the State of Arizona to 
perform the Work at the time of proposal submission and be familiar with and comply with all 
applicable laws, statutes, ordinances, building codes, rules, and regulations, and lawful orders 
of public authorities in performing the Work, including but not limited to, environmental laws and 
A.R.S. Title 34, as amended.  
 
The amount of work requested during the contract's life is unknown; the least amount is zero, 
and the maximum amount is limited to the "not-to-exceed" amount of each work assignment. 
 
 
SERVICES 
 
Concrete placement and repair services may include, but are not limited to, supplying all labor, 
material, and equipment on an as-needed basis for concrete placement and related construction 
services. The following are some examples: 
 
Concrete placement or repair including reinforced concrete channel lining, pneumatically 
placed mortar, scuppers, inlets, sidewalks, sidewalk ramps, driveways, equipment 
crossings, vertical curb and gutter, rolled curb, ribbon curb, valley gutters, aprons, 
retaining walls, headwalls, catch basins, junction boxes, manholes, controlled low 
strength material backfill, box culverts, wingwalls, drop structures, grade control 
structures, concrete fence pilasters, fencing and railing installation to include sacrificial 
or break away fencing 
 
Other services such as maintenance, modification, operation, pre-construction, design, post-
construction as-builts, financial, and other related services may be required. They will be 
negotiated at individual Work Assignment phases. 
 
Before the issuance of a work assignment, the Contractor shall perform pre-construction-related 
services to ensure a smooth project delivery and to work out any constructability matters during 
the design phase.  The pre-construction activities include design reviews, constructability 
reviews, investigations, stakeholder coordination, comment resolution, negotiation of unit item

costs, preparation of a construction work plan, preparation of an emergency action plan, 
creation of project schedules, and all project coordination.  Additionally, a visit to the jobsite with 
District personnel shall be conducted before the issuance of the Work Assignment.  This allows 
the Contractor to ask questions concerning the Work Assignment, take measurements, and 
address any requirements.   The contractor understands and agrees that this pre-construction 
effort and any work performed before issuance of a work assignment will be completed at the 
Contractor’s own expense and does not guarantee any future work. 
 
WORK ASSIGNMENTS 
 
Each Work Assignment mutually agreed upon and issued by the District will define specific 
requirements. The Contractor shall not be required to accept any Work Assignment, it being the 
intent that both parties must mutually agree to any particular work before a Work Assignment may 
be issued. 
 
All construction work shall conform to the Uniform Standard Specifications for Public Works 
Construction published by the Maricopa Association of Governments (MAG) 2023 Revision to the 
2020 Edition (or the year indicated in the Work Assignment documents) together with this General 
Scope of Work, and the Work Assignment documents (plans and special provisions). 
 
Work Assignments shall be undertaken only upon issuing a written notice to proceed. Work 
Assignments shall set forth the following: 
 
1. 
Contract number and Work Assignment identification 
2. 
The agreed description of work, including the location, list of work items, and applicable 
special provisions and drawings. 
3. 
The agreed period of performance and a work schedule 
4. 
The place of performance 
5. 
The calculated total price for the work to be performed 
6. 
Fee proposal signed by the Contractor 
7. 
Approval Signatures by the District 
 
Work Assignments will be at various locations throughout Maricopa County and at District 
structures outside Maricopa County.  Each Work Assignment shall provide a description and 
parameters for completing the work.   
 
An onsite review of the site with District personnel shall be conducted before issuance of the 
Work Assignment.  This allows the Contractor to ask questions concerning the Work 
Assignment, take measurements, and address any requirements. Work shall be performed once 
the negotiated Work Assignment has been approved by District staff.

PAYMENTS 
 
Due to the wide range and variety of potential projects expected to be performed under this 
contract, an entire menu of anticipated scope items could be more practical to list. Materials and 
other direct costs will be negotiated per work assignment. No one (1) Work Assignment shall 
exceed $2,000,000 in total cost. All Combined Work Assignments shall not exceed $5,000,000 
during any contract year. Payments will be made for the services per the General Scope of 
Work and the Detailed Scope of Work as negotiated for each Work Assignment.  
 
Payment for individual work assignments shall be based on unit prices that do not exceed the 
unit prices identified in the Unit Price List of Exhibit B. 
 
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 identified in the Unit Price List, Exhibit B, shall include all direct and indirect 
costs associated with each work assignment of this Job Order Contract. The unit prices shall 
incorporate 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.) 
• 
Disposal of all waste and excess material 
• 
Closeout for the total contract and each work assignment 
• 
Jobsite clean-up and site restoration  
• 
Compliance with environmental laws (costs associated with performing work in 
compliance with county, state, and federal regulations, including obtaining any 
necessary licenses and permits, reporting requirements, etc.) 
• 
Compliance with safety, health, and sanitation laws and specifications (i.e., Contractor’s 
jobsite safety plan, face and clothing protection, etc.) 
• 
Project management and supervision 
• 
Quality control, Construction water, and material testing 
• 
Management and equipment expenses 
• 
Depreciation of equipment 
• 
Interest associated with the funding of equipment and payroll 
• 
Submittal preparation 
• 
Permits, licenses and fees 
• 
Other business risks (i.e., risk of a lower-than-expected contract dollar value, high 
inflation cost, and 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 District.

ORDER OF PRECEDENCE 
 
In the event a conflict exists between the Contract Documents of any Work Assignment, the 
order of precedence shall be as follows: 
 
1. Work Assignment Project Specifications 
2. Work Assignment Project Plans 
3. Work Assignment Project Technical Memorandums  
4. FCD Standard Drawings and Details 
5. MCDOT Supplement to MAG Uniform Standard Specifications and Details for Public 
Works Construction 
6. MAG Uniform Standard Specifications for Public Works Construction 
7. MAG Uniform Standard Details for Public Works Construction 
8. JOC Contract Exhibit A (This General Scope of Work and its Special Provisions)

SUPPLEMENTARY GENERAL 
CONDITIONS 
 
 
JOB ORDER CONTRACT FCD 2024C003 
 
Concrete Placement and Repair Services 
 
August 2018 
 
 
Prepared by: 
 
Flood Control District of Maricopa County 
Engineering Division 
2801 West Durango Street 
Phoenix, AZ 85009
FLOOD CONTROL DISTRICT OF MARICOPA COUNTY 
 
 
SUPPLEMENTARY GENERAL CONDITIONS

Job Order Contract FCD 2024C003 
              
               Page 3 of 27 
Supplementary General Conditions 
 
 
 
TABLE OF CONTENTS 
 
SECTION 101 – ABBREVIATIONS AND DEFINITIONS ...................................................................... 4 
SECTION 102 – BIDDING REQUIREMENTS AND CONDITIONS ....................................................... 4 
SECTION 103 – AWARD AND EXECUTION OF CONTRACT .............................................................. 5 
SECTION 104 – SCOPE OF WORK ...................................................................................................... 5 
SECTION 105 – CONTROL OF WORK ............................................................................................... 11 
SECTION 106 – CONTROL OF MATERIALS ..................................................................................... 16 
SECTION 107 – LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC ................................. 19 
SECTION 108 – COMMENCEMENT, PROSECUTION AND PROGRESS ......................................... 25 
SECTION 109 – MEASUREMENTS AND PAYMENTS ..................................................................... 26 
SECTION 110 – NOTIFICATION OF CHANGED CONDITIONS AND DISPUTE  
                             RESOLUTION ........................................................................................................... 27

Job Order Contract FCD 2024C003 
              
               Page 4 of 27 
Supplementary General Conditions 
 
SUPPLEMENTARY GENERAL CONDITIONS 
 
SPECIFICATIONS 
Except as otherwise amended in these Supplementary General Conditions and the Construction 
Special Provisions, projects performed under this Contract shall be constructed in accordance with all 
applicable Maricopa Association of Governments (MAG) Uniform Standard Specifications and 
Uniform Standard Details, dated 2012, and including revisions through 2018; Maricopa County 
Department of Transportation (MCDOT) English Supplement to the MAG Uniform Standard 
Specifications and Details for Public Works Construction, dated 2011; Manual On Uniform Traffic 
Control Devices For Streets And Highways, 2009 Edition, ADOT Standard Specifications for Road and 
Bridge Construction and Standard Details. All references herein to MAG refer to the Uniform Standard 
Specifications for Public Works Construction by the Maricopa Association of Governments 2012 
edition, including all revisions through 2018. 
 
 
SECTION 101 – ABBREVIATIONS AND DEFINITIONS 
 
Subsection 101.2 – Definitions and Terms: 
 
1) 
Change the definition of the phrase "Board of Supervisors" to, “the Board of Directors of the Flood 
Control District of Maricopa County acting under the authority of the laws of the State of Arizona.” 
 
2) 
Change the definition of the phrase "Budget Project" to, “a project financed by funds set-aside in 
the annual budget or otherwise approved by the Board of Directors of the Flood Control District 
of Maricopa County.” 
 
3) 
Add to the definition of the phrase "Construction Documents," the phrase "Supplementary General 
Conditions." The terms “Contract Documents” and “Construction Documents” shall be used 
interchangeably throughout these Specifications. 
 
4) 
Change the definition of the term "Engineer" to, “the person appointed by the Board of Directors 
of the Flood Control District of Maricopa County to the office of Chief Engineer and General 
Manager of the Flood Control District of Maricopa County acting directly or through its authorized 
representative, the Division Manager of Planning and Project Management Division of the Flood 
Control District of Maricopa County.” 
 
5) 
Change the definition of the term "Owner" to, “the Flood Control District of Maricopa County, 
acting through its legally constituted officials, officers, or employees.” 
 
6) 
Whenever the word "District" is used in these Specifications, it shall mean the Flood Control 
District of Maricopa County. 
 
7) 
Add the definition of the term “Landscape Architect” as “an individual designated by the Engineer 
to review the landscape elements of the work.” 
 
 
SECTION 102 – BIDDING REQUIREMENTS AND CONDITIONS 
 
Subsection 102.6 – Subcontractors' List: 
Add the following: 
A complete list of Subcontractors that are to be employed on the Project shall be submitted with the 
Statement of Qualifications, on the List of Subcontractors’ Form provided in the Request for

Job Order Contract FCD 2024C003 
              
               Page 5 of 27 
Supplementary General Conditions 
 
Proposals.  No change of the Subcontractors named therein will be made unless first approved in 
writing by the Flood Control District of Maricopa County. 
 
SECTION 103 – AWARD AND EXECUTION OF CONTRACT 
 
Subsection 103.6 – Contractor's Insurance: 
Add the following: 
Concurrently with the execution of the contract, Contractor shall furnish a Certificate of Insurance, 
using the included Certificate that names the additional insureds as set out in the Certificate.  The 
Certificate shall also name the additional insureds as Certificate Holders.  The types of insurance and 
the limits of liability shall be as indicated on the form provided. 
 
Subsection 103.6.1(D) – Additional Insured: 
Add the following: 
Include the Flood Control District of Maricopa County as additional insured as indicated on the 
included Certificate of Insurance Form.   
 
Subsection 103.6.2 – Indemnification of the Contracting Agency Against Liability: 
Add the following: 
Additionally, the Contractor shall execute the Indemnification found in the Contact Documents.  The 
Contractor expressly agrees to hold the Flood Control District of Maricopa County harmless under 
same terms and conditions as the District. 
 
SECTION 104 – SCOPE OF WORK 
 
Subsection 104.1.1 – General: 
Delete paragraph two of this Subsection and replace with the following: 
This Contract and its designated documents, whether taken separately or together, are to be 
interpreted according to full intent, meaning, and spirit, and shall be deemed to mutually explain each 
other and to be descriptive of any materials to be furnished and the work to be performed under this 
Contract.  In the event a conflict exists between the Contract Document the order of precedence listing 
descending order shall be as follows: 
 
• 
Change Orders 
• 
Contract Agreement 
• 
Work Assignment Agreement 
• 
Supplementary General Conditions 
• 
Construction Special Provisions 
• 
Project Plans 
• 
MAG Uniform Standard Specifications and Uniform Details 
• 
Manual on Uniform Traffic Control Devices for Streets and Highways 
• 
Maricopa County Department of Transportation (MCDOT) English Supplement to the MAG       
Uniform Standard Specifications and Details for Public Works Construction, dated 2011 
• 
ADOT Standard Specifications for Road and Bridge Construction and Standard Details 
 
Add the following: 
All water, including construction and potable, lighting, temporary electric power, heat, and telephone 
service shall be arranged and provided for as per the requirements of the work by the Contractor at 
the Contractor’s expense.

Job Order Contract FCD 2024C003 
              
               Page 6 of 27 
Supplementary General Conditions 
 
Dust control and noise will be of great concern to the adjacent neighborhoods.  The Contractor shall 
take extreme care while excavating and transporting material and shall minimize dust.  The Contractor 
will take all necessary steps to avoid excessive noise, and will abide by all local jurisdiction 
requirements for allowable working hours.  Night work will not be allowed within residential areas. 
 
The Flood Control District of Maricopa County and Contractor shall have weekly meetings at times 
agreed upon during the pre-construction meeting. Additional meetings may be held prior to 
commencement of major work elements, if required by the Engineer.  The Engineer's approval shall be 
obtained before commencing work. 
 
The Contractor shall maintain access for homes and businesses adjacent to a Project site at all times. 
 
All construction activities may occur in areas that are subject to flooding.  Flows can occur at any 
time.  The Contractor will remove all of their equipment from the construction area whenever flows 
could occur that would inundate the equipment or equipment storage areas.  Protection from flooding 
of Contractor’s equipment, construction items to be furnished by the Contractor and the work area is 
the Contractor’s responsibility. 
 
Any excavated material in excess of what is needed for a Project becomes property of the Contractor 
and Contractor shall remove the excavated material from the Project site and dispose of it at a site 
approved by the Engineer.   
 
Electronic MicroStation (.dgn) CADD files of the Project will be provided to the Contractor for reference 
for each Project Work Assignment.  The Owner and its design consultant assume no responsibility for 
data supplied in electronic format.  Such data is provided for convenience only and the Contractor 
accepts full responsibility for verifying the accuracy and completeness of the data.  The information 
on the plans shall take precedence over the electronic files should there be any discrepancy between 
the two. If there is any discrepancy between the plans and the electronic files, the Contractor shall 
bring it to the Engineer’s attention immediately to determine if corrections to the plans or files are 
necessary. 
 
Native Plants: 
Removal of any protected native plant material shall follow applicable federal, state and local 
regulations. This is of particular importance as it applies to cacti, such as saguaro and barrel cacti. 
The laws governing removal, salvage, or destruction of native plant material are found in Arizona 
Revised Statutes: Title 3, Chapter 7, “Arizona Native Plants”.  The Owner is responsible for filing the 
“Notice of Intent to Clear Land”, or the “Application for Arizona Protected Native Plants and Wood 
Removal”, whichever is appropriate, with the Arizona Department of Agriculture. 
 
Birds and Other Wildlife Species of Concern: 
All birds, except pigeons, house sparrows, european starlings, doves and quail, are protected by the 
Migratory Bird Treaty Act (16 U.S.C. 703-712; Chapter 128; as amended).  It is especially important to 
avoid disturbing active bird nests (those with eggs or hatchlings present) during Arizona’s breeding 
bird season (roughly February through June in Maricopa County, however an individual nest is only 
active for thirty (30) to forty-five (45) days). Additionally, burrowing owls are present in many project 
sites where vegetation is sparse.  The District, in advance of construction, will have a biologist assess 
the potential impact of the Project on bird species and where necessary, has taken action to minimize 
the impact.  However, it is the responsibility of the Contractor to be aware of the existence of nesting 
birds and burrowing owls, and to notify the Engineer immediately if they are found within the Project

Job Order Contract FCD 2024C003 
              
               Page 7 of 27 
Supplementary General Conditions 
 
limits.  The Contractor will also notify the Engineer in advance of any planned removal of vegetation 
where such birds or owls may be present. 
 
Burrowing Owls:  
Burrowing owls are protected under the federal Migratory Bird Act, therefore it is illegal to harm, 
harass, pursue, take, capture, or kill any migratory bird, nest, or egg.  The District will make its best 
effort to relocate the owls out of the Project area prior to commencement of the Contract, but some 
may remain and/or return to their burrows and nesting areas.  The District has contracted with Bob 
Fox, a wildlife rehabilitation specialist, to relocate the owls.  The Contractor shall keep Bob Fox and 
the Engineer apprised of the Project schedule and notify them two (2) weeks prior to commencing 
excavation, backfilling or stockpiling of material in a new Project area, so that Bob Fox can survey for 
owls and relocate any that remain, to avoid injuring and disturbing the owls because of the 
construction activities.  If the Contractor discovers a burrowing owl habitat or owl(s) during 
construction, he shall stop construction immediately without disturbing the habitat or owl(s), and 
notify the Engineer and Bob Fox.  Bob Fox can be reached at (480) 595-5047. 
 
Gila Monsters and Desert Tortoises: 
Most wildlife species are able to move away from on-coming construction activity, although some 
incidental loss of underground-dwelling small mammals and reptiles can be expected.  However, two 
species are of concern in the state, the Gila monster, and the desert tortoise. Because the presence 
of these two species is not always obvious during a biological assessment, the Arizona Game and 
Fish Department has guidelines for handling these two species when encountered at construction 
projects. 
 
Tortoises found during construction that are actually moving in harm’s way (such as in front of a 
dozer) may be picked up and moved only in accordance with the guidelines.  
 
http://www.azgfd.gov/hgis/pdfs/Tortoisehandlingguidelines.pdf 
  
Gila Monsters are venomous and should not be touched. While the guidelines aim mostly at home 
owners, the best thing to do if a Gila Monster is in harm’s way at a project site is to notify the Engineer 
who will get AZGFD or their designated wildlife handler out there to relocate the animal.  The guide in 
the link below has some important information about rattlesnakes and other animals. 
 
http://www.azgfd.gov/w_c/documents/LWVR.pdf 
  
 
Inspection and Testing: 
The Contractor will be responsible for all quality control for each Project Work Assignment and will 
provide the Engineer with copies of the results of all tests performed by the Contractor Quality Control 
(CQC).  The Owner and Engineer will provide quality assurance for the Project. 
 
Quality Control (QC) refers to those actions taken by the Contractor, and those parties charged with 
the procurement and installation of manufactured materials, and the placement and compaction of 
the soil materials, which provide a means to determine and sometimes quantify the characteristics of 
the product.  The results of a quality control program are compared to the Special Provisions of other 
contractual or regulatory requirements for each Project Work Assignment.  During each aspect of the 
handling of these materials, quality control is provided by the manufacturer, fabricator, or installer of 
the materials, or the supplier and earthworks contractor for the soils, to ensure that the materials and

Job Order Contract FCD 2024C003 
              
               Page 8 of 27 
Supplementary General Conditions 
 
workmanship conform to the plans and Special Provisions.  The Contractor and his suppliers and 
manufacturers retain quality control responsibility. 
 
Quality Assurance (QA) is a planned and systematic pattern of all means and actions intended to 
provide adequate confidence that the materials and procedures conform to the plans and Special 
Provisions, and any applicable regulatory requirements for each Project Work Assignment.  The Owner 
or their designated representative provides quality assurance. 
Failing test results are the responsibility of the Contractor and any retesting shall be at the Contractor’s 
expense. Failing tests are tests that do not meet the minimum requirements identified in the Special 
Provisions for either quality assurance or quality control testing.   
 
Payment for preparation of an approved CQC Plan and performance of CQC testing will be on a lump 
sum basis and shall be full compensation for supplying and furnishing all materials, equipment, 
facilities, services and performing all work necessary to complete the work. Partial payments may be 
issued monthly based upon the progress of work and actual cost invoices as determined by the 
Engineer. The total of all partial payments for CQC Plan and Testing shall not exceed the lump sum 
amount shown in the fee schedule for this item. 
 
ITEM 104-1   CQC PLAN AND TESTING ALLOWANCE 
 
Subsection 104.1.2 – Maintenance of Traffic: 
Add the following: 
For each Project Work Assignment, all traffic and/or control devices shall be provided, maintained 
and/or controlled as specified in Part VI of the Manual of Uniform Traffic Control Devices, 2009 Edition 
(U.S. Department of Transportation, Federal Highway Division), and the manual/policies of the agency 
in which work is being performed. In all cases during construction, access will be provided for 
emergency vehicles, trash collection, and school buses as required.  The Contractor will notify schools, 
trash collection, emergency services, etc. at least thirty (30) calendar days in advance of implementing 
the traffic control plans that may affect their activities.  Full closure of any public road or multi-use 
trail is not permitted during the construction of this Project without prior approval of the Engineer or 
agency in which the work is being performed in. The Contractor shall refer to Section 401 of the Special 
Provisions. 
 
Subsection 104.1.3 – Cleanup and Dust Control: 
Add the following: 
(A) It is the Contractor’s responsibility to minimize dust during all phases of each Project Work 
Assignment by taking all precautions necessary. In the event that it is determined by the Engineer 
that control of dust is not sufficient, the work will be terminated until the issue is resolved to the 
satisfaction of the Engineer.  The Owner will not be responsible for any costs or construction 
delays incurred for termination or suspension of work due to insufficient dust control measures. 
 
(B) Salvage material shall be stored at designated areas. 
 
(C) Materials not salvaged shall be disposed of properly at a location and in a manner acceptable to 
the Engineer.   
(D) The Contractor at all times shall keep the premises free from accumulation of waste materials 
or rubbish caused by his operations. At the completion of the work, the Contractor shall remove 
all equipment, tools, and surplus materials. The Contractor shall completely clean the premises, 
removing and disposing of all debris and rubbish, and cleaning all stains, spots, marks, dirt, 
smears, etc.

Job Order Contract FCD 2024C003 
              
               Page 9 of 27 
Supplementary General Conditions 
 
Subsection 104.2 – Alteration of Work: 
Add the following: 
Cost estimates or pricing proposals shall be itemized to include direct labor by man-hours, individual 
craft, hourly wage rate and verifiable labor burden. Other direct costs shall include rental and operator 
rates for rented or owned equipment, material trucking expenses and other costs clearly identified and 
directly allocable to contract performance. Material costs shall be itemized by item description, 
quantity(s) for each item, unit price per item, including applicable sales tax markup, and extended total 
price per item.  
The Contractor shall provide copies of material supplier quote sheets, invoices or purchase orders, as 
appropriate. In the case of a conflict between the unit price and the extended total for a specific item, 
the unit price will govern. 
 
Unless otherwise authorized or directed by the Engineer, lump sum cost estimates or price proposals 
shall be rejected and returned to the Contractor for itemization as described above. Failure of the 
Contractor to submit properly itemized cost estimates or price proposals shall not constitute an 
excusable delay. 
 
Subsection 104.2.1 – By the Contracting Agency: 
Add the following: 
The Flood Control District of Maricopa County may at any time, by written order, and without notice to 
the sureties, if any, make changes within the general scope of this contract in any one or more of the 
following: 
 
A) 
Drawings, designs, or specifications; 
B) 
Method or manner of performance of the work; 
C) 
Owner-furnished facilities, equipment, materials, services, or site; and/or 
D) 
Directing acceleration in the performance of the work. 
 
Any other written order from the Flood Control District of Maricopa County that causes a change shall 
be treated as a change order under this section provided that the Contractor gives the Flood Control 
District of Maricopa County written notification within two (2) working days after receipt of such 
direction stating: 
 
A) 
The date, nature, and circumstances of the conduct regarded as a change; 
B) 
The particular elements of the contract performance for which the Contractor is seeking an 
equitable adjustment under this section, including any price or schedule adjustments; and 
C) 
The Contractor’s estimate of the time by which the Flood Control District of Maricopa County 
must respond to the Contractor’s notice to minimize cost, delay, or disruption of 
performance. 
 
The Contractor shall diligently continue performance of this contract to the maximum extent possible 
in accordance with its provisions.  Except as provided in this section, no order, statement, or conduct 
of the Flood Control District of Maricopa County shall be treated as a change or entitle the Contractor 
to an equitable adjustment.  If any change under this section causes an increase or decrease in the 
Contractor’s cost of, or the time required for, the performance of any part of the work under this 
contract, the Flood Control District of Maricopa County shall make an equitable adjustment and 
modify the contract in writing.  The equitable adjustment shall not include increased costs or time 
extensions for delay resulting from the Contractor’s failure to provide notice or to diligently continue

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Supplementary General Conditions 
 
performance.  No proposal for the Contractor for an equitable adjustment shall be allowed if asserted 
after final payment under this contract. 
 
Subsection 104.2.4 – At the Contractor’s Request: 
Add the following: 
 
Cost Estimate or Price Proposals: 
The Contractor and any lower-tier subcontractors shall submit itemized cost estimates or price 
proposals for any owner-directed change order or Contractor-initiated claim. 
 
Cost estimates or pricing proposals shall be itemized to include direct labor by man-hours, individual 
craft, hourly wage rate, and verifiable labor burden.  Other direct costs shall include rental and operator 
rates for rented or owned equipment, material trucking expenses and other costs clearly identified and 
directly allocable to contract performance.  Material costs shall be itemized by item description, 
quantity for each item, unit price per item, including applicable sales tax markup, and extended total 
price per item.  The Contractor shall provide copies of material supplier quote sheets, invoices or 
purchase orders, as appropriate. 
 
Lump sum cost estimates or price proposals shall be rejected and returned to the Contractor for 
itemization as described above.  Failure of the Contractor to submit properly itemized cost estimates 
or price proposals shall not constitute an excusable delay. 
 
Add the Following Subsection: 
Subsection 104.2.6  – Value Engineering: 
 
The Contractor is encouraged to or may be required to review, develop, prepare, and submit value 
engineering change proposals (VECPs).   
 
The VECP shall include the following: 
 
1) A description of the difference between the existing contract requirement and that proposed, 
the comparative advantages and disadvantages of each, a justification when an item’s 
function or characteristics are being altered, and the effects of the change on the end item’s 
performance.   
 
2) A list and analysis of the contract requirements that must be changed if the VECP is accepted, 
including any suggested specification revision. 
 
3) A separate, detailed cost estimate for the affected portions of the existing contract 
requirements and the VECP.  The cost reduction associated with the VECP shall take into 
account the Contractor’s allowable development and implementation costs, including any 
amount attributable to subcontracts. 
 
4) A description and estimate of costs the Owner may incur implementing the VECP, such as 
test and evaluation and operating and support costs.  This is an estimate based only on the 
Contractor’s understanding of additional efforts to be expended by the Owner, should the 
VECP be accepted.  The Owner will determine the final cost. 
 
5) A prediction of any effects the proposed change would have on collateral costs to the agency, 
i.e., costs of operation or maintenance.

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Supplementary General Conditions 
 
6) A statement of the time by which a contract modification accepting the VECP must be issued 
in order to achieve the maximum cost reduction, noting any effect on the contract completion 
time or delivery schedule. 
 
Any VECP may be accepted, in whole or in part, through continuous coordination between the 
Contractor and Flood Control District of Maricopa County.   
 
 
SECTION 105 – CONTROL OF WORK 
 
Subsection 105.1 – Authority of the Engineer: 
 
Add the following Subsection: 
Subsection 105.1.1 – Engineer's Evaluation:   
The Engineer will be allowed a reasonable time within which to evaluate each proposal or submittal 
made pursuant to Subsections 105.3.1 and 106.4 of the Supplementary General Conditions.  The 
Engineer will be the sole judge of acceptability.  No "or-equal" or substitute will be ordered, installed, 
or utilized without the Engineer's prior written acceptance that will be evidenced by either a Change 
Order or an approved Shop Drawing.  The Flood Control District of Maricopa County may require the 
Contractor to furnish at the Contractor's expense a special performance guarantee or other surety 
with respect to any "or-equal" or substitute.   
 
The Engineer will record time required by the Engineer and Engineer's Consultants in evaluating 
substitutes proposed or submitted by the Contractor pursuant to subparagraphs 105.3.1 and 106.4(B) 
and in making changes in the Construction Documents  (or in the provisions of any other direct 
contract with Owner for work on the Project) occasioned thereby. Whether or not the Engineer accepts 
a substitute item so proposed or submitted by the Contractor, the Contractor shall reimburse the Flood 
Control District of Maricopa County for the charges of the Engineer and the Engineer's Consultants for 
evaluating each such proposed substitute item. 
 
All submissions (plans, specifications, etc.) prepared and/or submitted by the Contractor that involves 
an engineering change to the original construction plan and specifications shall be sealed by an 
Engineer registered in the State of Arizona. 
 
Subsection 105.2 – Plans and Shop Drawings: 
Add the following paragraphs: 
Shop drawings means drawings, submitted to the Engineer by the Contractor pursuant to the contract, 
showing in detail (i) the proposed fabrication and assembly of structural elements and (ii) the 
installation (i.e., form, fit and attachment details) of materials or equipment.  It includes drawings, 
diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test 
data, and similar materials furnished by the Contractor to explain in detail specific portions of the work 
required by the contract. 
 
Product Data is information on manufactured items, either stock or modified, and includes descriptive 
literature, operating data, performance curves, certified dimensional drawings, wiring or schematic 
control diagrams, piping, instrumentation, parts lists, and operating, maintenance and lubrication 
manuals. 
 
Subsection 105.3 – Conformity with Plans and Specifications:

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Supplementary General Conditions 
 
 
Add the following Subsection: 
105.3.1 - Substitute Construction Methods or Procedures:   
If a specific means, method, technique, sequence or procedure of construction is shown or indicated 
and expressly required by the Construction Documents, the Contractor may furnish or utilize a 
substitute means, method, technique, sequence or procedure of construction acceptable to the 
Engineer.  The Contractor shall submit sufficient information to allow the Engineer, in the Engineer's 
sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by 
the Construction Documents.  The procedure for review by Engineer will be similar to that provided in 
subparagraph 106.4(B). 
 
 
Subsection 105.5 – Cooperation of Contractor: 
 
Add the following Subsection: 
Subsection 105.5.1 – Partnering: 
The Flood Control District of Maricopa County intends to encourage the foundation of a partnering 
relationship with the Contractor and its subcontractors. This partnering relationship will be structured 
to draw on the strength of each organization to identify and achieve reciprocal goals.  The objectives 
are effective and efficient contract performance, intended to achieve completion within budget, on 
schedule, and in accordance with plans and specifications. 
 
This partnering relationship will be bilateral in makeup. Any cost associated with effectuating partnering 
will be covered by the Unit Item and limited by this specification. An initial partnering workshop may be 
scheduled prior to the Notice to Proceed for each Project Work Assignment, and may be required to 
be facilitated by a third party competent in the fundamentals of partnering, and mutually acceptable 
to Contractor and Flood Control District of Maricopa County.   
 
The Contractor shall be responsible for scheduling, coordinating, and hiring the third party facilitator, 
and planning all of the partnering meetings in consultation with the Engineer. The Contractor shall 
obtain specific prior written approval of the Flood Control District of Maricopa County for all initial 
partnering workshop expenditures with the exception of facilitator and facility costs. The Flood Control 
District of Maricopa County shall be responsible to notify and coordinate attendance at the partnering 
meetings by other agencies.  To achieve the desired partnering relationships, the Contractor shall 
encourage attendance by its major subcontractors on a Project.  Follow-up workshops shall be held 
periodically throughout the duration of the contract as agreed to by the Contractor and Flood Control 
District of Maricopa County.  Any expenditure requested for these follow-up meetings shall require the 
specific prior written approval of the Flood Control District of Maricopa County. 
 
An integral aspect of partnering is the resolution of disputes in a timely, professional, and non-
adversarial manner.  Alternative dispute resolution (ADR) methodologies will be encouraged in place 
of the more formal dispute resolution procedures. ADR will assist in promoting and maintaining an 
amicable working relationship to preserve the partnering relationship.  ADR in this context is intended 
to be a voluntary, non-binding procedure available for use by the parties to this contract to resolve any 
dispute that may arise during performance. 
 
Payment for the Partnering Allowance will be made on a lump sum basis.  Partial payments may be 
issued upon the progress of work based on invoices of actual costs as determined by the Engineer. 
No Prime Contractor mark-up will be allowed.  The cost for attendance at partnering meetings shall 
be incidental to the Project and no payment will be made for personnel time in attendance. The total

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Supplementary General Conditions 
 
of all partial payments for Partnering Allowance shall not exceed the lump sum amount shown in the 
fee schedule for this item. 
 
ITEM 105-1 – PARTNERING ALLOWANCE 
 
 
Add the following Subsection: 
Subsection 105.5.2 – Pre-Construction Meeting: 
After notice-to-proceed of each Project Work Assignment, a pre-construction meeting shall be 
scheduled at a location and time (prior to mobilization and start of construction) to be agreed upon 
between the Flood Control District of Maricopa County and the Contractor.  The Contractor shall make 
all necessary arrangements to have key personnel of his company and of his principal subcontractors 
present at the meeting. Each representative shall have authority to make commitments and act for his 
firm.   
 
The purpose of the pre-construction meeting is to discuss any specific concerns or potential problems 
that the Contractor is aware of, to provide general information appropriate to the contract, to identify 
responsible individuals for various functions within each organization, and to develop tentative dates 
for the start of construction.  The Contractor shall submit to the Engineer during the pre-construction 
meeting the following documents: 
 
• 
Preliminary work schedule/sequence of construction; 
• 
Preliminary traffic control plan and Contractor contract; 
• 
Emergency telephone numbers; 
• 
Signature Authority/Authorization letter; 
• 
Name and telephone number of the Certified Safety Professional; 
• 
Preliminary copies of the NOI and SWPPP as per Subsection 107.2.1; 
• 
Estimated billing schedule; 
• 
Shop Drawings; 
• 
Manufacturer’s certification of all materials; 
• 
Material data safety sheets; 
• 
Preliminary survey layout, staking and excavation plans; 
• 
Contractor bid item cost breakdown as noted in the Special Provisions; 
• 
Proposed pavement mix design composition; and 
• 
Any other required documents as specified in the SGC’s and SP’s. 
 
The pre-construction meeting will cover topics such as critical elements of the work schedule, 
payment application and processing of invoices.  Additionally, a scheduled start date for the work will 
be determined. 
 
The Contractor shall be responsible to take minutes of the pre-construction meeting and distribute 
copies to all meeting participants.  The meeting minutes shall be distributed within forty-eight (48) 
hours of the meeting.  At the subsequent construction progress meeting, the minutes will be attested 
or revised, as appropriate.  The cost for attendance at the pre-construction meeting, and preparation 
and distribution of meeting minutes shall be incidental to a Project and no extra payment will be made. 
 
Add the following Subsection: 
Subsection 105.5.3 –Construction Progress Meetings: 
Construction progress meetings may need to be scheduled weekly, or as considered necessary by the 
Flood Control District of Maricopa County.  If required by the Engineer, the Contractor shall make all 
arrangements to have key personnel of his company and of his principal subcontractors present at all

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Supplementary General Conditions 
 
progress meetings; representatives shall have authority to make commitments and act for their firms.  
The Contractor shall assume full responsibility to act for and commit any subcontractor employed by 
the Contractor, whether or not such subcontractor is represented at the meeting. 
 
During the construction progress meeting the Flood Control District’s representative will act as 
chairman and will advise the Contractor of any administrative matters connected with the contract.  
The Contractor shall submit for review his two-week rolling schedule. The Contractor’s representative 
at these meetings shall be prepared to discuss and resolve construction problems and concerns, 
material delivery, and vendor data submittals status, construction progress as measured against the 
Contractor's accepted construction schedule and the Contractor’s short range construction activities 
as provided on his two (2) week rolling schedule.  The Contractor shall not be relieved of his 
responsibility to fulfill all of the terms of the contract as a result of any inferences drawn or 
suggestions made available at these meetings. 
 
The Contractor shall be responsible to take minutes of the construction progress meetings and 
distribute copies to all meeting participants.  The meeting minutes shall be distributed within forty-
eight (48) hours of the meeting.  At the subsequent construction progress meeting, the minutes will 
be attested or revised, as appropriate.  The cost for attendance at meetings, and preparation and 
distribution of meeting minutes shall be incidental to the Project and no extra payment will be made. 
 
Subsection 105.6 - Cooperation with Utilities: 
Add the following: 
For each Project, an attempt has been made to determine the location of all underground utilities, 
drainage pipes, and structures; however, if unexpected conflicts are encountered in the field, the 
Contractor shall be responsible for scheduling and coordinating the construction at these locations 
with the concerned utility companies so that they can relocate their facilities prior to or concurrent 
with the installation of the proposed improvements.  
 
The location of the underground and overhead utilities as shown on the plans is based on the best 
available information.  However, it shall be the Contractor’s responsibility to field-verify all utility 
locations and to coordinate in a timely manner with the pertinent utility companies so that any 
obstructing utility installation can be adjusted without causing any delay in the Contractor’s project 
schedule, including performing utility locating operations in advance of the work location as 
necessary.  In addition, the Flood Control District of Maricopa County will not consider additional 
compensation requests from the Contractor to perform any potholing, utility company coordination, 
etc. needed to locate and/or verify utility locations, adjust contract work items as necessary to avoid 
utility line conflicts, cooperate with utilities in adjusting schedule as needed to allow for utility 
company work, relocations, etc.  The Contractor’s bid shall allow for/include the above 
coordination/work/adjustments.   
 
There also exists the strong likelihood that other abandoned older and undocumented underground 
utility and irrigation lines exist within the project area.  Contractor shall contact Arizona Blue Stake 
(telephone number 602-263-1100) a minimum of two (2) working days before beginning any 
underground work.  In addition, Blue Stake notification(s) shall be maintained on a current basis. 
 
All existing utilities, unless otherwise noted shall be protected-in-place (PIP). Should Contractor's 
operations result in damage to any utility the location of which has been brought to its attention, he 
shall assume full responsibility for such damage.

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Supplementary General Conditions 
 
The Contractor shall ensure that utility interruptions are kept to a minimum.  The Contractor shall 
notify the Engineer and affected landowners of utility interruptions at least two (2) days in advance of 
any interruptions or as required by the utility company and Contractor shall ensure all utilities are 
connected and operable by the end of the workday that the interruption occurs. 
 
It shall be the responsibility of the Contractor to verify the location of all utilities prior to any 
construction activities in a particular area where such facilities exist.  All existing overhead and 
underground utilities shall be protected-in-pace unless otherwise noted on the plans, these 
Supplementary General Conditions and/or Special Provisions. 
 
At all times during construction, the Contractor shall comply with all laws, ordinances, rules, 
regulations, and safety requirements, including, but not limited to, the National Electric Safety Code 
and the Occupational Safety  and Health Standards for General Industry when working in the vicinity 
of utilities.  
 
Note: The cost for the repair of any damage to utilities, and any loss of revenue due to the loss of 
service of a utility that is in any way caused by the Contractor’s actions shall be the sole responsibility 
of the Contractor at no cost to the Project, Flood Control District of Maricopa County, or Engineer. 
 
Payment for the Unforeseen Utility Service Line Relocation Allowance will be made on a lump sum 
basis.  Partial payments may be issued upon completion of work based on invoices of actual costs as 
determined by the Engineer.  The total of all partial payments for Unforeseen Utility Service Line 
Relocation Allowance shall not exceed the lump sum amount shown in the fee schedule for this item. 
 
 
ITEM 105-2   UNFORESEEN UTILITY SERVICE LINE RELOCATION ALLOWANCE 
 
 
Add the following Subsection: 
Subsection 105.6.3 – Construction Water: 
The cost for construction water from any source is considered incidental to a Project.  Any cost for 
installing meters, monthly service charges, fees, permits, obtaining, transporting, distributions and use 
of water for construction activities will be the sole responsibility of the Contractor.  No payment of any 
kind will be made for construction water.   
 
Subsection 105.7 – Cooperation Between Contractors: 
Add the following: 
The Contractor shall coordinate and cooperate with other contractors and subcontractors working in 
the Project area.  There may be capital improvement projects and private development projects 
constructed in the immediate vicinity of the Project, during the same time period as the Project 
construction. 
Subsection 105.8 - Construction Stakes, Lines, and Grades: 
Delete this Subsection and replace with the following: 
The Contractor must obtain in advance the approval of the Engineer to begin construction of any 
channel, basin, embankment or drainage features. Before such construction can begin the Contractor 
will perform a survey check of existing ground elevations at the upstream and downstream ends of a 
Project and provide such survey to the Engineer for review.  This survey will be compared against the 
plan and finished grade elevations required at the upstream and downstream end of a Project to 
ensure that the Project features can be constructed as shown in the plans and will match the design 
elevations without the need to make any adjustments in the profile and grade.

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Supplementary General Conditions 
 
 
A) 
The Engineer will furnish a Benchmark, which the Contractor will use to set line and grade for all 
construction.  All other surveying required for the Project shall be the Contractor's responsibility.  
The Engineer will not set any construction stakes.  The Contractor shall be held responsible for 
the preservation of all stakes and marks. 
 
B) 
Before any construction work is started, the Contractor shall perform all base surveys and cross 
sections of existing conditions that may be required as a basis for quantity determination.  Cross 
sections shall be performed at a minimum of fifty (50) foot stations, at angle points, and the 
beginning and ending of curves.  
 
C) 
It is mandatory that prior to the commencement of any construction activities, the Contractor and 
the Engineer field verify Project control identified on the plans. The physical location and 
description will be verified.  The horizontal and vertical monument data relative to the assigned 
datums will be verified using conventional electronic measurement techniques.  Traditional field 
notes will be compiled and the original field notes will be provide to the Engineer.  Such field 
verification will not be accomplished solely using GPS technology and equipment. 
 
D) 
Record Drawings for each Project shall be prepared by the Contractor utilizing red-line working 
drawings maintained on the Project site by the Contractor.  The paper red-line working drawings 
shall be maintained by the Contractor in a current condition at all times, and updated at least 
weekly until completion of the work and shall be available for review by the Engineer and the 
Engineer of Record at all times.  The final red-line working drawings shall be provided by the 
Contractor to the Engineer or Flood Control District of Maricopa County prior to Project close out 
and prior to the final contract payment.  Final Project Work Assignment payment may be delayed 
if it is found that the red-line working drawings are incomplete or inaccurate, and until appropriate 
corrections are made by the Contractor to the red-line working drawings. 
 
E) 
Final surveyor as-built drawings sealed by a Land Surveyor registered in the State of Arizona may 
need to be provided by the Contractor to the Engineer for review and approval prior to a Project 
close out. Final Project Work Assignment payment may be delayed if it is found that the surveyor 
as-built drawings are incomplete or inaccurate, and until appropriate corrections are made. The 
sealed as-built drawings shall be prepared on durable bond paper. 
Payment for the Construction Staking will be made on a lump sum basis and shall be full 
compensation for supplying and furnishing all materials, survey stakes, control, and services and 
performing all work necessary to complete the work. 
 
 
ITEM 105-3   CONSTRUCTION STAKING 
 
Subsection 105.11 - Source of Materials and Quality: 
Delete the first sentence of paragraph two and replace with the following: 
No work shall be done without lines and grades having been established by the Contractor. 
 
SECTION 106 – CONTROL OF MATERIALS 
 
Subsection 106.1 - Source of Materials and Quality: 
Add the following:

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Supplementary General Conditions 
 
Select Material, Aggregate Base, Mineral Aggregate, concrete, steel products and pipe shall be 
obtained from commercial sources.  Contractor shall pay all royalties, or any other charges or 
expenses, incurred in connection with the securing and hauling of the material.  Contractor will be 
required to furnish Engineer with a list of its proposed commercial sources prior to use, and shall 
present certificates stating that the material produced from any commercial sources is in accordance 
with the MAG Uniform Standard Specifications and the Contract Documents. 
 
Subsection 106.2 – Samples and Tests of Materials: 
Add the following: 
The Contractor is responsible for all quality control in accordance with these Supplementary General 
Conditions, Special Provisions and Construction Documents. The locations (station, elevation, offset 
from construction centerline) of all field quality control testing shall be recorded by the Contractor and 
submitted to the Engineer in accordance with the Special Provisions. 
 
The Contractor shall be required to calibrate all material testing apparatus outlined in these 
specifications, or which may be required for quality control testing, in accordance with the 
requirements of the equipment manufacturer. 
 
Subsection 106.4 - Trade Names and Substitutions: 
Delete this subsection in its entirety and replace with the following: 
Whenever an item of material or equipment is specified or described in the Construction Plans by 
using the name of a proprietary item or the name of a particular Supplier, the specification or 
description is intended to establish the type, function, and quantity required.  Unless the specification 
or description contains or is followed by words such as, “equivalent”, "or-equal" or “or equivalent” no 
substitution is permitted.  Other items of material or equipment from other suppliers or manufacturers 
may be accepted by Engineer under the following circumstances: 
 
A) 
"Or-Equal":  If in the Engineer's sole discretion an item of material or equipment proposed by the 
Contractor is functionally equal to that named and sufficiently similar so that no change in related 
work will be required, it may be considered by the Engineer as an "or-equal" item, in which case 
review and approval of the proposed item may, in the Engineer's sole discretion, be accomplished 
without compliance with some or all of the requirements for acceptance of proposed substitute 
items. 
 
B) 
Substitute Items:  If in the Engineer's sole discretion an item does not qualify as an "or-equal" 
item under subparagraph 106.4 (A), it will be considered a proposed substitute item.  The 
Contractor shall submit sufficient information as provided below to allow the Engineer to 
determine that the item of material or equipment proposed is essentially equivalent to that named 
and an acceptable substitute therefore. The procedure for review by the Engineer will include the 
following and may be supplemented in the Special Provisions.  The Engineer may decide what is 
appropriate under the circumstances.  The Engineer will not accept any requests from anyone 
other than the Contractor for review of proposed substitute items of material or equipment.   
 
If the Contractor wishes to furnish or use a substitute item of material or equipment, the 
Contractor shall first make written application to the Engineer for acceptance thereof, certifying 
that the proposed substitute will perform adequately the functions and achieve the results called 
for by the general design, be similar in substance to that specified and be suited to the same use 
as that specified.  The application will state the extent, if any, to which the evaluation and 
acceptance of the proposed substitute will prejudice the Contractor's achievement of completion 
on time, whether or not acceptance of the substitute for use in the Work will require a change in

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Supplementary General Conditions 
 
any of the Construction Documents (or in the provisions of any other direct contract with the 
Owner for work on the Project) to adapt the design to the proposed substitute and whether or not 
incorporation or use of the substitute in connection with the work is subject to payment of any 
license fee or royalty.   
 
All variations of the proposed substitute from that specified will be identified in the application 
and available maintenance, repair and replacement service will be indicated.  The application will 
also contain an itemized estimate of all costs or credits that will result directly or indirectly from 
acceptance of such substitute, including costs of redesign and claims of other Contractors 
affected by the resulting change, all of which will be considered by the Engineer in evaluating the 
proposed substitute.  The Engineer may require the Contractor to furnish additional data about 
the proposed substitute. 
 
C) 
Contractor's Expense:  All data to be provided by the Contractor in support of any proposed 
"or-equal" or substitute item will be at the Contractor's expense. 
 
D) 
If the final placement of a product will remain the property of the municipality or utility and/or 
owned by the municipality or utility, that entity is responsible for issuing written approval for any 
equivalent or “or-equal” products.  The Contractor or Supplier will submit to that entity the request 
and documentation for written approval of a product substitution.  The Contractor will provide 
the entity’s written approval to the Engineer at the Pre-Construction Meeting. 
 
Subsection 106.5 – Storage of Materials: 
Add the following: 
The Contractor shall obtain approval of the Engineer when using private property to park and service 
equipment and store materials for use.  The Contractor shall obtain prior written approval of the 
property owner for such use and submit a copy of the approval to the Engineer prior to use of the 
property. 
 
The Contractor will monitor on a daily basis all activities within the Contractor Work Area (CWA), 
whether on Flood Control District of Maricopa County or private property, that may result in the leakage 
of oils, fuels, etc., which may contaminate soils, and promptly report any suspected leaks to the 
Engineer.  The Contractor will be solely responsible at his cost to correct and clean up any such 
leakage or other related problems. 
 
The Contractor shall grade all construction yards, easements and limits of construction which are 
disturbed by construction or construction related activities to the lines and grades shown on the plans; 
or as a minimum, where no line or grade is shown, to a condition similar to or better than the pre-
existing condition. 
 
The Contractor understands that use of District property, or private property, for a CWA is solely at his 
own risk.  No compensation will be made to the Contractor for any damage to or loss of equipment 
and/or other valuables with the CWA.  
 
Add the following Subsection: 
Subsection 106.5.1 – Contractor Access: 
The Contractor shall have rights to access those lands shown in the plans as being within the Project 
boundary.  Access generally will be at the section line roads along the Project.  The Contractor shall 
not use private property to access the Project area without first obtaining written permission of the 
property owner, and providing evidence of such permission to the Engineer.

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Supplementary General Conditions 
 
SECTION 107 – LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 
 
Subsection 107.2 - Permits: 
Delete this Subsection in its entirety and replace with the following: 
The Contractor shall obtain all permits and licenses, including those required by a City, Town, State of 
Arizona, Maricopa County, U.S. Government, or any other local or federal agency, and shall pay all 
charges, fees, taxes and provide all notices necessary and incidental to due and lawful prosecution of 
the work.  Permits for earth moving may be obtained from Air Pollution Control, Maricopa County 
Department of Environmental Management, 2406 South 24th Street, Suite E-214, Phoenix, Arizona 
85034, telephone number 602-506-6700.  It is the responsibility of the Contractor to verify permit 
application fees. 
 
Add the following Subsection: 
Subsection 107.2.1 - AZPDES Permit Requirements: 
A) 
This Project is subject to the Arizona Pollutant Discharge Elimination System (AZPDES) storm 
water requirements for construction sites under the Arizona Department of Environmental Quality 
(ADEQ) General Permit for Arizona and the Maricopa County Storm Quality Management 
Regulation.  Under provisions of the State and County permits, the Contractor shall be designated 
as permittee, and shall take all necessary measures to assure compliance with the AZPDES 
General Permit for Arizona as well as all other applicable Federal, State and local laws, 
ordinances, statutes, rules and regulations pertaining to storm water discharge.   
 
As the permittee, the Contractor is responsible for preparing, in a manner acceptable to the ADEQ, 
all documents required by this regulation, including but not necessarily limited to: 
 
1) Storm Water Pollution Prevention Plan (SWPPP) for the Project, including certification of 
compliance form.  Contractor shall be required to develop, implement, update, and revise the 
SWPPP, as necessary, in order to assure compliance with the ADEQ permit requirements.  
The SWPPP shall be retained on the Project site at all times during construction. 
 
2) Notice of Intent (NOI) to assure compliance with the AZPDES General Permit for Arizona, 
including certification of signatures. 
 
3) Notice of Termination (NOT) of coverage under AZPDES General Permit for Arizona. 
 
B) Preliminary copies of the NOI and the SWPPP shall be submitted to Owner during the pre-
construction meeting and shall be subject to review by Owner prior to implementation. 
 
C) The Contractor shall submit the completed and duly signed NOI forms to ADEQ no later than seven 
(7) business days after the contract award.  Proof of the submittal date must be provided to the 
Owner.  If the work is within one-quarter (¼) mile of an Impaired or Unique Water, the SWPPP needs 
to be submitted with the NOI to ADEQ.  If the location is farther away than that, no SWPPP needs 
to be submitted to ADEQ but it still must be available on site.   
 
D) If the work has the potential to discharge to a municipal separate storm sewer system (MS4), the 
Contractor shall also forward a copy of the completed NOI to the owner/operator of the MS4 
system at the time it is submitted to ADEQ. Whenever the owner/operator changes or another is 
added during the construction project, the Contractor shall submit a copy of the completed NOI to 
be authorized under this permit to the new owner/operator. 
 
E) When the discharge is to an Impaired or Unique Water or is in or near endangered species habitat 
as identified by ADEQ's smart NOI permitting system, applicants are not authorized under this

Job Order Contract FCD 2024C003 
              
               Page 20 of 27 
Supplementary General Conditions 
 
permit for a minimum of thirty-two (32) business days following the receipt of the NOI and SWPPP.  
ADEQ may notify operators within this timeframe that there is cause for SWPPP amendment, or 
denial of coverage as specified in Parts 1.D.5 and 1.D.6 of the general permit.  If notification is not 
received in the thirty-two (32) business day time-frame, the Contractor may assume coverage 
under this permit according to ADEQ requirements.  Contractor must notify Owner of the status of 
the NOI prior to commencing work.  The applicant shall submit the NOI (application) to: 
 
Arizona Department of Environmental Quality 
Water Permits Section/Stormwater NOI (5415B-3) 
1110 W. Washington Street 
Phoenix, Arizona  85007 
 
Failure by the Contractor (or Subcontractors of any tier) to submit NOI’s within the mandated time 
frame shall result in delay of the construction start date, and no claim for extension of time will 
be granted for such delay.  A copy of the completed NOI shall be posted at the construction site 
and a copy of the general permit and SWPPP should be on-site at all times. 
 
F) Inspections of all storm water pollution control devices on the Project shall be performed by 
Contractor every seven (7) days or at least once every fourteen (14) calendar days, and also within 
twenty-four (24) hours of the end of a storm event of one-half (0.50) inches or greater as required 
under provisions of the AZPDES General Permit for Arizona.  A reduced inspection frequency may 
be used provided the conditions in Part IV.H.2. of the general permit have been met.   
Contractor shall prepare reports on such inspections and retain the reports for a period of three 
(3) years after permit coverage expires or is terminated.  Inspection reports shall be submitted 
monthly to Owner along with progress payment requests.  Additionally, Contractor shall maintain 
all storm water pollution control devices on the Project in proper working order, which shall 
include cleaning and/or repair during the duration of the Project. 
 
G) 
The Contractor warrants that its employees and Subcontractors of any tier and their employees 
shall at all times comply with all applicable laws, ordinances, statutes, rules and regulations set 
forth by all federal, state and local governments and the ADEQ in connection with AZPDES 
Permitting requirements and laws and regulations pertaining to air, groundwater, and surface 
water quality. Fines and penalties imposed by the ADEQ against Owner or the Contractor for 
Contractor's failure to comply with any of the requirements of AZPDES General Permit of Arizona 
shall be borne by the Contractor. 
 
H) 
Upon each Project completion, acceptance and demobilization, Contractor shall submit its 
completed, duly executed NOT form to the ADEQ at the address listed in Section (C) above, 
thereby terminating all AZPDES permit coverage for a Project.  Contractor shall then surrender to 
Owner copies of the SWPPP, inspection information and all other documents prepared and 
maintained by the Contractor in compliance of the AZPDES General Permit. Contractor shall 
retain the originals of such documents for a period of three (3) years following the completion of 
a Project. 
 
I) 
The Lump Sum price for the SWPPP shall include all material, labor, and all other costs relating 
to the preparation, installation and maintenance of the SWPPP during Project construction, 
including assuring proper operation of the pollution control devices installed, and all 
maintenance, cleaning, and disposal costs associated with clean-up and repair following storm 
events, runoff or releases on the Project.  The Lump Sum price for the SWPPP shall be inclusive 
of all costs, and the Contractor shall make no additional claims under any other specification

Job Order Contract FCD 2024C003 
              
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Supplementary General Conditions 
 
provision of these documents, including Changed Conditions.  Payment of fifty percent (50%) for 
this bid item shall be made at the beginning of the Project, and the remaining payment made 
upon final completion and acceptance of the Project, as per MAG Subsection 109.7. 
 
J) 
Copies of all required forms and guidance for preparing the SWPPP are available in the "Drainage 
Design Manual for Maricopa County, Volume III Erosion Control."  The manual is available at the 
Flood Control District, 2801 West Durango Street, Phoenix, Arizona 85009 and is available on the 
District website at http://www.fcd.maricopa.gov/Pub/manuals/erosionControl.apsx.  For 
appropriate guidance and forms as provided by ADEQ the Contractor should refer to the ADEQ 
website at: http://www.adeq.state.az.us/environ/water/permits/stormwater.html#const. 
 
Payment for AZPDES / SWPPP permit requirements shall be made on the basis of lump sum for all 
work described in Subsection 107.2 .1 of these Supplementary General Conditions. 
 
ITEM 107-1   AZPDES / SWPPP PERMITS 
 
Subsection 107.4 - Archeological Reports: 
Add the following: 
Any cultural and/or paleontological resource (historic or prehistoric site or object) discovered by the 
Contractor, or any person working on his/her behalf, shall be immediately reported to the Engineer.  
The Contractor shall suspend all operations in the immediate area of such discovery until written 
authorization to proceed is issued by the Engineer.  
An evaluation of the discovery will be made by authorized personnel and the Engineer to determine 
appropriate actions to prevent the loss of significant cultural or scientific resources.  The Contractor 
shall prevent his employees from trespassing on, removing, or otherwise disturbing such resources. 
 
Subsection 107.5 – Safety, Health & Sanitation Provisions: 
Add the following: 
The entire construction site shall be considered a "Hard Hat Area" and all personnel in the area will be 
required to wear a hard hat.  This includes all Contractor personnel and Subcontractor’s employees. 
 
Add the following Subsection: 
Subsection 107.5.3 - Compliance with the Arizona Communication Standard: 
The Flood Control District of Maricopa County will provide the Contractor with Material Safety Data 
Sheets (MSDS) for any products known to exist on the site that are deemed to be health hazards.  The 
Contractor will provide a copy of Owner-provided MSDS to all Subcontractors. 
 
The Contractor will provide the Flood Control District of Maricopa County and all Subcontractors with 
MSDS for any products that have or are deemed health hazards that will be brought onto the site or 
created on the site either by Contractor or by any Subcontractors. 
 
The Contractor will provide the Flood Control District of Maricopa County with a statement certifying 
that all personnel (Contractor and Subcontractor) employed by Contractor or by a Subcontractor on 
the job site have received the required Hazard Communication Standard training. 
 
Subsection 107.6 – Public Convenience and Safety: 
Add the following: 
The work area is within and adjacent to areas of public use, including roadways and businesses. The 
Contractor shall provide protection measures, including, but not limited to, temporary fencing, as 
required to ensure the safety of the public in areas adjacent to the work area.

Job Order Contract FCD 2024C003 
              
               Page 22 of 27 
Supplementary General Conditions 
 
Add the following Subsection: 
Subsection 107.6.3 - Public Information and Notification: 
Informing the public on a regular basis of construction activities and associated disruptions and 
inconveniences will be extremely important on this Project.  The Contractor shall employ a specialty 
public information service as a subcontractor to provide the community relations program for the 
Project as described herein.  Contractor shall work closely with his subcontractor in developing and 
carrying out the community relations program.  Contractor shall submit a history of the 
subcontractor's qualifications and experience in public information services at the pre-construction 
conference for acceptance by the Engineer.  The community relations program shall be designed to 
run the full length of calendar days in the contract for this Project.  The program will include but not 
be limited to: 
 
1) 
Distributing a pre-construction information letter to all residents, businesses, etc. within one-half 
mile of the Project site, in all directions, or as agreed to by the Engineer.  All printed materials 
must be in English and Spanish. 
 
2) 
Printing and distribution of public notices and/or newsletters (at least monthly) as required or as 
directed by the Engineer.  All printed materials must be in both English and Spanish as agreed to 
by the Engineer. 
 
3) 
All public involvement and information activities will be in accordance with the Flood Control 
District of Maricopa County “Public Involvement and Public Information Guidelines, Latest Edition 
(August 2006)”, a copy of which can be obtained from the Flood Control District Public 
Involvement Office at 602-506-2983. 
 
The Contractor will use these or other means to inform the local citizens of necessary operations 
which create high noise levels, street closures, limited access, water and sewer service disruption, 
detour locations, haul route and material delivery routes, hours of construction and disruption of bus, 
trash, school bus and other delivery/pick-up routes. 
 
The Contractor may be required to furnish a private line telephone to be used solely for receiving 
incoming calls from local citizens with questions or complaints concerning construction operations 
or procedures for a project.  The Contractor shall publish this phone number and maintain a twenty-
four (24) hour answering service.  The answering service must be fluent in both English and Spanish 
and shall be operated by Contractor personnel during all hours that work is being performed on the 
job site.  The Contractor shall maintain a log of incoming calls, responses, and action taken that shall 
be submitted to the Engineer weekly and/or upon request. 
 
Prior to the start of work, the Contractor may be required to notify, by letter, all affected businesses 
and residents of construction plans and schedules within the geographic area identified above.  In 
addition, all schools and emergency services which serve the geographic area will also be notified 
even though they may be located outside the geographic area described above.  The letter shall 
contain, as a minimum, the following information: 
 
1. Name of Contractor; 
2. Contractor twenty-four (24) hour telephone complaint number; 
3. Brief description of the Project; 
4. Name of Contractor Project superintendent; 
5. Name of Engineer;

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Supplementary General Conditions 
 
6. Name of area supervisor; 
7. Construction schedule including anticipated work hours; 
8. Traffic regulations including lane restrictions; and 
9.  City/Town Project Manager phone number  
 
If required for a project, the Contractor shall submit a Public Information and Notification Plan to the 
Engineer at the pre-construction meeting.  No payments shall be made for this item until the Engineer 
approves the plan. 
 
The plan and work which is eligible for reimbursement shall include:  meetings with impacted 
businesses, schools, emergency services, residents, etc.; scheduling; preparation and distribution of 
newsletter at least monthly; and maintaining a twenty-four (24) hour telephone hot line for complaints. 
 
In the Temporary Construction Easement areas, the Contractor shall meet with residents and property 
owners in advance of construction activities to coordinate relocations or confinement of livestock, 
installation of temporary fencing, construction activities and schedule, and restoration of fencing and 
gates.  Any upgrades to existing fencing and gates that are restored for such properties arranged by 
the owners and Contractor shall be at no additional cost to the Flood Control District of Maricopa 
County, unless approved in writing by the Engineer. 
 
The Contractor shall submit a final report/evaluation of the Public Information and Notification 
process performed for this Project.  This report shall be submitted before the Contractor receives final 
payment. 
 
Payment for the Public Information and Notification Allowance will be made on a lump sum basis.  
Partial payments may be issued upon the progress of work based on invoices of actual costs as 
determined by the Engineer. No Prime Contractor mark-up will be allowed.  The total of all partial 
payments for Public Information and Notification Allowance shall not exceed the lump sum amount 
shown in the fee schedule for this item. 
 
ITEM 107-2   PUBLIC INFORMATION AND NOTIFICATION ALLOWANCE 
 
Add the following Subsection: 
Subsection 107.6.4 - Project Signs: 
Contractor may be required to provide and install Project information signs, at locations to be 
determined by the Engineer, at the start of construction to inform the public of a forthcoming Project, 
construction dates, and suggested alternate travel routes.  Signs shall be located at the downstream 
end and at the upstream end of the Project.  The other sign shall be placed on the major north-south 
mile streets in both directions of traffic.  In any case, the Engineer at any time may ask the Contractor 
to remove and relocate the signs as he/she deems appropriate.  Project signs shall include the names 
of all agencies participating in the Project.  The signs shall be in English and Spanish and include the 
24-hour hotline complaint telephone number.  Signs shall be constructed in accordance with the 
Project Sign Information drawing to be provided to the Contractor at the pre-construction meeting.  
The signs shall be installed at the location(s) approved by the Engineer.  The Contractor shall maintain 
the signs as necessary, and update the information as requested by the Engineer.   
 
Payment for Project Signs Allowance shall be made on the basis of actual costs incurred not to exceed 
the lump sum allowance indicated the fee schedule.

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Supplementary General Conditions 
 
ITEM 107-3   PROJECT SIGNS ALLOWANCE 
 
Subsection 107.8 – Use of Explosives: 
Delete this subsection in its entirety and replace with the following: 
The use of explosives will NOT be permitted for any construction activities on the Project. 
 
Subsection 107.9 - Protection and Restoration of Property and Landscape: 
Add the following: 
Under no circumstances shall the disposal of debris from construction operations create a blemish 
on the landscape. Material, which is to be stockpiled or disposed of off-site, shall not encroach on 
running or intermittent streams, or other waters of the U.S. unless the Contractor has obtained the 
appropriate permits in accordance with applicable state and federal regulations. 
The Contractor shall protect-in-place all existing structures and other features along the Project 
corridor and as may be identified on the plans, including but not limited to existing utilities, mail boxes, 
chain link fences, irrigation facilities, roadways, traffic signs, fencing, block walls, signs, railroad, and 
other structures and features near construction activities and existing vegetation outside of the right-
of-way limits.  
The Contractor will grade all Temporary Construction and Permanent Easement areas, and Project 
areas which are disturbed during construction to the lines and grades shown on the plans, or as a 
minimum, where no lines and grades are shown, to a condition similar to or better than the pre-existing 
condition. Any disturbed areas resulting from the construction activities shall be appropriately re-
vegetated upon completion of the Project. 
Areas and features shown on the plans as restricted areas shall not be encroached upon by the 
Contractor. The Restricted Areas will be shown on the Project plans identified as “Project limits” and 
are areas to be protected during construction. Any encroachment into these areas by the Contractor 
may result in penalties to the Contractor from the Engineer. The Contractor will be responsible for 
replacement of any habitat within the restricted areas that is disturbed during construction to the 
satisfaction of the Engineer. Prior to any activities, the Contractor shall schedule with a minimum 
seven (7) days advance notice a field demarcation of the restricted areas with the owner’s 
representative. The Contractor shall provide labor and materials to delineate these areas, as directed 
by the owners representative, and shall maintain these through construction. These areas will be 
delineated using two (2) strands of one-quarter (¼”) inch yellow rope, flagging, and steel T posts to 
accurately delineate the area. This delineation shall be maintained during the duration of the Project, 
and shall be reset by the Contractor if washed out or otherwise damaged.   
 
Payment for the Restricted Areas Delineation will be made on a lump sum basis and shall include full 
compensation for supplying and furnishing all materials, equipment, tools, and services necessary to 
complete the work.  Partial payments may be issued upon the progress of work based on invoices of 
actual costs as determined by the Engineer. No Prime Contractor mark-up will be allowed.  The total 
of all partial payments for Restricted Areas Delineation shall not exceed the lump sum amount shown 
in the fee schedule for this item. 
 
ITEM 107-4 – RESTRICTED AREAS DELINEATION 
 
Subsection 107.10 - Contractor's Responsibility for Work: 
Add the following:

Job Order Contract FCD 2024C003 
              
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Supplementary General Conditions 
 
Contractor shall maintain dust control measures at all times during the Project.  This is especially 
important along the Project in the vicinity of residential areas.  The Engineer reserves the right to direct 
the Contractor to maintain dust control measures.  Contractor shall take all necessary action to 
protect the public from the construction work area. The Contractor will also notify the Engineer of any 
unauthorized personnel in the Project area, including the presence of the general public. 
 
Contractor is advised that work may be subject to storm water flows of varying amounts and shall be 
responsible for controlling and handling storm water and other flows throughout the construction site, 
both surface drainage and channel flows.  Contractor shall take all necessary precautions to protect 
his/her work from damage that may be caused by such runoff and ponding. 
 
Management of surface flows, subsurface flows, and groundwater within the Project limits will be 
necessary in order to construct a Project.  The Contractor may be required to develop a plan for each 
Project Work Assignment for such water management and submit it to the Engineer for review.   
 
Payment for Storm Water Management will be made on a lump sum basis and shall include full 
compensation for all equipment, labor, materials, and restoration of any disturbed areas.  No payment 
will be made for providing excavation protective works for items such as dewatering.  The cost thereof 
shall be included in the price for the construction or installation of the items to which said excavation 
protective works are incidental or appurtenant.  Partial payments may be issued upon the progress of 
work based on invoices of actual costs as determined by the Engineer. No Prime Contractor mark-up 
will be allowed.  The total of all partial payments for Storm Water Management shall not exceed the 
lump sum amount shown in the fee schedule for this item. 
   
  
 
ITEM 107-5   STORM WATER MANAGEMENT  
 
SECTION 108 – COMMENCEMENT, PROSECUTION AND PROGRESS 
 
Subsection 108.1 - Notice to Proceed: 
Add the following: 
(C)  For each Project Work Assignment, prior to beginning of mobilization work, the Contractor shall 
prepare and submit a Project Construction Work Plan for review and approval by the Engineer. 
The Construction Work Plan shall describe in detail the means and methods of work, level of 
effort, safety plan, access plan, and project schedule.  Mobilization work shall not be initiated 
until the Work Plan has been approved by the Engineer. 
 
 
 
Payment for the Work Plan Allowance will be made on the basis of Lump Sum amount. 
 
 
 
ITEM 108-1   CONSTRUCTION WORK PLAN ALLOWANCE 
 
 
Subsection 108.2 - Subletting of Contract: 
Add the following: 
For this Project, the Contractor shall perform, with its own organization, work amounting to fifty 
percent (50%) or more of the total contract cost. 
 
Subsection 108.4 - Contractor's Construction Schedule: 
Delete this Subsection in its entirety and replace with the following: 
Contractor shall submit a proposed cost loaded Critical Path Method (CPM) work schedule to 
Engineer at the pre-construction meeting for review before starting work using a software program

Job Order Contract FCD 2024C003 
              
               Page 26 of 27 
Supplementary General Conditions 
 
that is acceptable to the Engineer. The Contractor shall supply the Engineer with a copy of the 
scheduling software and valid license for use during construction. The Contractor shall submit 2-week 
look-ahead schedules to Engineer at the weekly coordination meeting. The Contractor shall be 
responsible for the preparation and submittal to the Engineer, fully updated Project schedules on a bi-
monthly basis. 
 
Contractor shall be solely responsible for the planning, scheduling and execution of the work to assure 
timely completion of the Project. 
 
Add the following Subsection: 
Subsection 108.4.1 - Contractor's Billing Schedule: 
The Contractor shall furnish the Engineer an Estimated Billing Schedule, which shall include the 
estimated amount of each billing for the total Project at the pre-construction conference, and 
thereafter at monthly intervals as agreed to between the Contractor and Engineer. 
 
Subsection 108.5 - Limitation of Operations: 
Add the following: 
The normal workweek shall be forty (40) hours, Monday through Friday, and the work hours will be 
determined at the pre-construction meeting.  This does not imply that this contract can be completed 
on time utilizing normal working hours.  The Contractor shall furnish sufficient forces and shall work 
such hours including overtime operations as necessary to ensure the completion of the work within 
the time required.  No night work will be allowed on this Project unless approved by the Engineer.  
 
Subsection 108.9 - Failure to Complete on Time: 
Add the following: 
The actual cost per calendar day incurred by the District for Administrative and Inspection Services on 
this Project will be added to the daily charges as shown in MAG TABLE 108-1, LIQUIDATED DAMAGES, 
and will be deducted from money due or to become due to the Contractor for each and every calendar 
day that work shall remain incomplete after the time specified for the completion of the work in the 
proposal, or as adjusted by the Engineer.  Nothing contained in this provision shall prohibit the Owner 
from deducting from money due or to become due to the Contractor for any other costs incurred by 
the Owner directly attributable to the delay in completing this contract. 
 
SECTION 109 – MEASUREMENTS AND PAYMENTS 
 
Subsection 109.1 – Measurement of Quantities: 
Add the following: 
The term “Neat Lines” as used in the Special Provisions shall be: the line or plane defining the limits 
of work, particularly in excavation and/or fill placement of earth or rock.  Excavation and/or fill 
placement beyond the neat lines are not entitled to payment unless authorized in advance by the 
Engineer. 
 
Subsection 109.2 - Scope of Payment: 
Add the following: 
In addition to the contained provisions, the work under this section shall consist of preparatory work 
and operations, including but not limited to, the movement of personnel, equipment, supplies and 
incidentals to the Project site, the establishment of all offices, buildings and other facilities necessary 
for work on the Project, and for all other work operations that must be performed and costs incurred 
prior to beginning work on the various items on the Project site.

Job Order Contract FCD 2024C003 
              
               Page 27 of 27 
Supplementary General Conditions 
 
The “complete-in-place” rate shall include but not necessarily be limited to all labor, material and 
equipment costs for preparation, installation, construction, modification, alteration or adjustment of 
the items, which shall include all costs for salaries and wages, all payroll additives to cover employee 
benefits, allowances for vacation and sick leave, company portion of employee insurance, social and 
retirement benefits, all payroll taxes, contribution and benefits imposed by any applicable law or 
regulation and any other direct or indirect payroll-related costs.  The rate shall also include but not 
necessarily be limited to all costs for indirect charges or overhead, mileage, travel time, subsistence, 
materials, freight charges for material to Contractor’s facility or Project site, equipment rental, 
consumables, tools, insurance to the levels specified in Section 103.6 CONTRACTOR’S INSURANCE, 
all applicable taxes, as well as Contractor’s fee and profit.  This rate shall further include all site clean-
up costs and hauling of construction debris to disposal sites designated by the Engineer. 
 
It is the responsibility of the Contractor to contact all municipalities in the area to determine if they 
will charge Contractor sales taxes or any fees for work on this Project.  The Contractor shall pay any 
such taxes or fees. 
 
Delete the second and third paragraphs of (B) and replace with the following: 
For each Project Work Assignment, the final payment will be made to the Contractor by the Flood 
Control District of Maricopa County within thirty (30) days following receipt of the As-Built plans, and 
Certificate of Performance.  If payment will be longer than thirty (30) days as aforesaid, the Flood 
Control District of Maricopa County will provide Contractor specific written findings for reasons 
justifying the delay in payment. 
 
Subsection 109.10 – Payment for Mobilization/Demobilization: 
Delete this subsection in its entirety and replace with the following: 
The work under this section shall consist of preparatory work and operations, including but not limited 
to, the movement of personnel, equipment, supplies and incidentals to the Project site; and for all other 
work and operations that must be performed and costs incurred prior to beginning work on various 
items on the Project site.  The payment basis, details and schedule for Mobilization/Demobilization 
will be at the discretion of the Flood Control District of Maricopa County.  Refer to Section 202 of the 
Special Provisions for additional information. 
 
SECTION 110 – NOTIFICATION OF CHANGED CONDITIONS AND DISPUTE RESOLUTION 
 
Keep this Section in its entirety:  
The Contractor and Flood Control District of Maricopa County shall follow the established rules of the 
latest revisions/updates to MAG Uniform Standard Specifications.

License No.071662 
"An EEO Employer" 
 
 
 
 
   
 
 
22023 North 20th Avenue 
Phoenix, Arizona 85027-2001 
 Phone: (623) 980-7650 •  Fax (623) 889-7651 
www.cscompanies.com 
January 24, 2024 
 
Flood Control District of Maricopa County 
2801 West Durango Street 
Phoenix, AZ 85009 
 
RE: Request for Qualifications for Job Order Contractor – Concrete Placement and Repair 
 
Dear Selection Panel Members: 
 
CS Construction, Inc. (CSCI) was founded in Arizona in 1980, the “CS” an abbreviation for Concrete Structures.  
CSCI first interacted as a Prime with the Flood Control District of Maricopa County (FCDMC) while constructing 
the New River Bridge for MCDOT in 1996.  In 2003 CSCI served as the Prime Contractor for the Laveen Area 
Conveyance Channel, a six mile drainage project, self-performing a concrete low-flow channel, retaining walls, 
access ramps, and five large multi-barrel cast-in-place box culverts with rustification on the wings. CSCI 
effectively coordinated subcontractor activities and collaborated with entities such as FCDMC, SRP, the Town of 
Laveen, the Gila River Indian Community, and local businesses and residents. This collaborative effort ensured an 
optimal project outcome for all stakeholders involved. As a young project engineer, the transformative impact of 
this project influenced my managerial approach, and as one of the current Principals at CSCI, it has shaped our 
company's operations entirely. The focus on quality and the partnering approach to solving design or 
constructability issues make FCDMC one of our preferred customers, leading us to aggressively pursue and 
successfully complete concrete work on nine FCDMC projects as both a Prime and a Sub.   
 
Notably, from 2012 to 2014, CSCI served as the Prime contractor on the $10.3 Million Upper Camelback Wash 
Improvements project for Scottsdale and FCDMC. This project comprised 2.42 miles of channel improvements, 
offsite detention basins, concrete box culverts, pipe culverts, U-channel, rip rap, drop structures, catch basins, and 
storm drain pipe. Our collaboration with FCDMC resulted in a Value Engineering proposal, specifically for 
changes to the original U-channel design, leading to substantial cost savings of nearly $400,000.  
 
Leveraging our concrete expertise with our demonstrated excellence in performance and customer service on JOC 
contracts with municipalities like Gilbert, Scottsdale, Surprise, Goodyear, and Avondale, we are committed to 
providing unparalleled value and performance for FCDMC. In conclusion, I am proud to share a copy of a brief 
letter written by Fritz Huber, former Construction Management Branch Manager for the Flood Control District of 
Maricopa County.  His letter, (see Section 5), encompasses the working relationship that we have had and which we 
will strive to preserve between CSCI and FCDMC. 
 
Respectfully, 
 
Zach Teegarden 
Vice President

Section 1 - Prior Experience: Town of Gilbert Job Order Contract  
Request For Qualifications 
 
Job Order Contract For: Flood Control District of Maricopa County 
Serial No: 240008JOC | Contract No: 2025C003-2024C010 
In 2016, CS Construction, Inc. (CSCI) was awarded a 5 Year Job Order Contract (JOC) for Traffic Related 
Services solely based on firm experience and qualifications. Over this timeframe, CS has proudly completed 
127 JOC Task Orders!  In addition, CS was recently selected again to remain as the Town’s JOC contractor 
from 2023 through 2028! 
B | Each JOC project assigned to CS was unique in size, schedule, budget and complexity. With JOC, our 
management staff assigned to this project treated each Task Order with professionalism and a sense of         
urgency. Our team would meet with the owner to discuss expectations, schedule concerns, budgetary          
constraints, as well as over value engineering ideas.  
C | Our scope of individual Task Orders included the installation of ADA Concrete Ramps, Sidewalk, curb 
& gutter, adding turn pockets, retaining walls, small drainage structures and traffic signal installations.  
A | Average Number of Projects Per Year: 25 Projects Per Year 
      Number of Projects Completed During Budget Year: 18 Completed in 2023                            
      Average Cost per Project: $119,358 
D | CSCI was tasked to submit a JOC Price Book. The price 
book consisted of 210 line items, with an additional 13 line 
items being reserved for negotiated items such as permitting 
fees and Traffic Control. This made it very simple to provide 
conceptual cost estimating.  
E | Our trained JOC staff takes ownership in cost estimating. 
Out of 127 Task Orders completed, we never exceeded the 
construction budget. 
G | With each Task Order, the JOC Superintendent serves as 
the Quality Control Manger. Each phase of work is carefully 
planned, then verified, before walking it with the owner for 
final acceptance. 
H | All JOC Task Orders were completed on time. 
F | Val Vista & Melrose Intersection Installation 
Original Budget: $551,680  |  Final Billing: $526,615 
Cost Savings: Saw cut / Neat lined asphalt to eliminate  
removal and replacement of asphalt pavement. 
J | We are proud to report that we had ZERO claims with the owner, subcontractors, vendors or suppliers. 
K | With JOC in general, we feel it is our responsibility to constantly over-communicate and champion the 
interaction between the owner, designer, and qualified subcontractors.    
L | Town of Gilbert References: Please See Attachment #1– Reference Format  
I | Potential issues in the JOC process were managed by holding on-site meetings with key parties (Estimator, 
Pre-Con Manager, PM, and Superintendent), ensuring early problem identification and solution development.

Section 1 - Prior Experience: South Mountain 202 Freeway - ADOT P3 Partnership  
This was the largest Arizona Department of Transportation (ADOT) project ever contracted, 22 miles of   
complete freeway and 30 years of maintenance. CSCI was a subcontractor for concrete, ITS, lighting and 
signs, a total of $40.45 million in scope. Concrete included several drainage structures, large wing/retaining 
walls, and 15,000 CY of concrete placed over 500,000 sf of channel lining. While not a JOC, this P3 project      
allowed CSCI to assist with design and constructability reviews, and also Value Engineering to reduce the 
construction cost of the channel lining.  
B | The schedule was aggressive on the concrete work, as the channel lining was near the end of the project 
schedule, requiring multiple crews to form, place concrete and strip forms. CSCI helped develop a Value     
Engineering proposal to utilize fiber mesh in place of reinforcing to reduce schedule and contract value. 
C | Services for this P3 included construction of traffic signals, highway lighting, intelligent transportation 
systems, concrete flatwork, concrete drainage structures, channel lining and aesthetic precast panel             
installation. CSCI participated in  preconstruction services such as plan reviews, budgetary reviews,          
constructability reviews, and procurement of long lead materials.  
A | Average Number of Projects Per Year: 2 (3 Year Project With 6 Subcontracts) 
      Number of Projects Completed During Budget Year: N/A  
      Average Cost per Project: $6.7 Million (Avg Subcontract) 
D | CSCI was a crucial member of the Connect 202 Partners team, generating multiple budgets and           
estimates to the final schedule of values used with our  subcontracts. We coordinated our scope with that of 
the grading contractor to prevent holes or overlap in the project estimate.      
E | One cost control measure used was providing T&M 
rates for difficult areas, so that we did not overload the  
estimate with contingency money. We also exceeded the 
stated productions used to provide the estimate.  
G | CSCI’s experienced staff is trained to adhere to   
standard details, plan details and specifications. Acceptable 
quality was achieved by quality control documentation, agency inspections (independent quality firm), and 
our experienced management staff inspections.  
H | Each Task Order has been completed within the time allotted and additional time was not requested.   
F | South Mtn. 202 Channel Lining 
Original Budget: $1,700,000  | Final Billing: $1,612,129 
Cost Savings: Value Engineering provided a 12%      
reduction in project duration and a 5% reduction in cost, 
while also reducing exposure to weather events. 
J | We are proud to report that we had ZERO claims with the owner, subcontractors, vendors or suppliers. 
K | The CSCI team coordinated with the other subcontractors, design professionals and the GC team to      
ensure the work was completed within the budget and the schedule was met. 
L | Connect 202 Partners References: Please See Attachment #1– Reference Format  
I | Most issues were resolved at discovery during preconstruction. If an issue occurred in the field, it was  
handled at the lowest level possible. If design was impacted, we used standard details if possible. Information 
was shared electronically and with meetings on site to expedite solutions.

Section 1 - Prior Experience: City of Scottsdale - Civil Electrical Job Order Contract 
This 5 year JOC contract with the City of Scottsdale has been primarily utilized for the construction of traffic 
signals, H.A.W.K. crossings, street lighting, and intelligent transportation systems. Due to the cooperative   
language in the contract, the following municipalities have utilized this JOC: Surprise, Avondale, Chandler, 
Mesa, Prescott Valley, Buckeye, City of Maricopa, Goodyear, and Queen Creek. Since 2019, we have      
completed 98 Task Orders for a total of $17,305,279.     
B | With JOC, we have performed Task Orders as small as $1,500 and as large as $1.3M. Schedules have     
varied depending on the type of projects, lead times on materials, and complexity.   
C | Services for this JOC have been construction of traffic signals, H.A.W.K. crossings, street lighting,     
intelligent transportation systems, flood warning systems, speed feedback signs, emergency pole repairs and 
fire station warning systems. Additional scopes included: traffic control, concrete flatwork, concrete      
drainage structures, asphalt paving, earthwork & grading, landscaping, and pavement markings.  
A | Average Number of Projects Per Year: 23 Projects Per Year 
      Number of Projects Completed During Budget Year: 54 Completed in 2023                            
      Average Cost per Project: 178,400 
D | After a Task Order is received, the single point of contact is    
notified and a site walk is scheduled. Upon review of the site with 
the Project Manager, we are able to provide a detailed cost estimate 
based on the available information. If there are unknowns, we       
negotiate an owner controlled allowance amount so that the PO   
covers all potential costs. We are open to adopt FCDMC’s preferred          
estimating processes once awarded. 
E | Our experienced team provides pricing to cover the cost of the 
known items as well as utilizing owner controlled allowances. Out 
of the 98 Task Orders, we have never exceeded the budget.  
G | CSCI’s experienced staff is trained to adhere to standard details, plan details and specifications.            
Acceptable quality was achieved by quality control documentation, agency inspections, and our experienced 
management staff inspections.  
H | Each Task Order has been completed within the time allotted and additional time was not requested.   
F | Pat Tillman & 163rd Ave Intersection 
Original Budget: $778,009  | Final Billing: $702,714 
Cost Savings: Did not utilize Owner Controlled Allowance, 
Found existing conduit that was not shown on the plans and was in 
good condition for use.  
J | We are proud to report that we had ZERO claims with the owner, subcontractors, vendors, or suppliers. 
K | We have proactively and efficiently communicated with all stakeholders to ensure project success in 
terms of budget, schedule, and constructability.  
L | City of Scottsdale References: Please See Attachment #1– Reference Format 
 
I | Issues or potential issues were all resolved by adhering to the partnering process.  Most issues were        
resolved at discovery during preconstruction. If an issue occurred in the field, it was typically handled by the 
inspector and our foreman. We have not had any claims on JOC Task Orders to date.

Section 1 - Prior Experience: McDowell Bridge - City of Scottsdale Design-Bid-Build 
This project, part of the Indian Bend Wash flood control system, featured a bridge over Eldorado Park at 
McDowell Rd. in Scottsdale. During the widening of the bridge on both sides, the busy multi-use path        
running perpendicular under the bridge had to remain open at all times for pedestrian and cyclist travel. CSCI 
was the prime contractor on the project for the City of Scottsdale (COS). CSCI developed a Value                
Engineering proposal to reduce the construction cost of the bridge widening, shorten the duration of the      
project, and reduce the impact to the park users and traveling public.  
B | The original contract value was $2,005,261, but after Value Engineering (VE) the final cost of the project 
was $1,570,623. The duration of the bridge widening construction was also reduced by four months.             
C | Services for this project included demolition and removals, bridge structure redesign and construction,    
concrete flatwork, railing, paving and traffic control.   
A | Average Number of Projects Per Year: 1 
      Number of Projects Completed During Budget Year: 1  
      Average Cost per Project: $2,005,261 
D | The CSCI team saw an opportunity to modify the design 
to make the construction more efficient. The VE proposal 
included detailed estimated cost for materials, labor and    
design versus the savings.   
E | Scottsdale created a contingency item that allowed them 
to add or modify some of the original planned improvements 
without disrupting the budget. Only 42% of the contingency 
budget was spent. CSCI included fixed unit price line items 
for the changes that were made with the VE proposal. 
G | Acceptable quality was achieved by utilizing an independent Quality Control (QC) subcontractor, who      
supplies technicians to perform field tests and obtain samples for laboratory testing. Additionally, City        
inspections bolstered our experienced field management staff inspections.  
H | The bridge widening was completed faster than the original duration for the bridge work. Additional 
owner-requested scope, (bus shelter with bench and trash receptacle, custom ordered), led to an overall       
increase in total project duration.  
F | Original Budget: $2,005,261 | Final Billing: $1,570,623 
Cost Savings: Value Engineering led to direct savings of 
$448,260, even with additional design and review costs. CSCI made sure to include any additional costs of 
the City, (inspections or reviews) before calculating the savings, which was split 50% - 50% with the Owner. 
Under a JOC contract, Owner would retain all savings for use on additional Task Orders. 
J | We are proud to report that we had ZERO claims with the owner, subcontractors, vendors or suppliers. 
K | Our experience in concrete bridge structures allowed us to design a better solution. We established a very 
comfortable relationship with all stakeholders with open and clear communication. 
L | City of Scottsdale References: Please See Attachment #1– Reference Format 
 
I | CSCI managed the design changes directly with the design firm but maintained open communication with 
the City. Owner requested changes were reviewed onsite and through a follow up review. There were no    
significant issues on the project.

Section 1 - Prior Experience: Meridian Rd. Box Culvert - CMAR With Rummel Co.  
This subcontract with the Rummel Construction, Inc. was to extend Meridian Road to cross Queen Creek 
Wash with a 15 Barrel Box Culvert.  Additional CS Construction, Inc. scopes included: concrete flatwork, 
concrete bridge railing with formliner, MAG 145 Handrail, and concrete painting. Although not a JOC, the 
project consisted of many similar attributes such as contributing in the budgeting process of the project and 
helping with the finalization of the design to maximize cost effectiveness.   
B | CSCI’s scope was completed for $1,185,454. From 12/12/2019 to 3/31/2020 a 15 Barrel 10x6x99LF Box 
Culvert with Wings and Apron, 420 LF of ADOT SD1.04 Bridge Railing, 900 sf of sidewalk and 180 lf of 
MAG type A Curb was completed for the project.  
C | Services for this project included multi-level budgeting, schedule building and design consultation. 
A | N/A 
D | CSCI helped with the budgeting and schedule building for different design options before the finalized 
plans. Original design consisted of Precast Box Culvert and Cast in Place Box Culvert options.   
E | Finalized pricing option as a Cast in Place Box Culvert was determined by the benefits of a shortage 
schedule and lower budget.   
G | CSCI’s experienced staff is trained to adhere to 
standard details, plan details and specifications.      
Acceptable quality was achieved by quality control 
documentation, onsite mockups, agency inspections, 
and our experienced management staff inspections.  
H | CSCI’s scope was completed within the          
scheduled time frame. 
F | The original contract value was $1,121,281.   
Additional costs were added scope items such as    
sidewalk and the increasing the depth of the Cutoff 
Wall at the Box Culvert due to a non-standard scour 
depth requirement. 
J | We vet our subcontractors and material suppliers throughout the estimating process and make sure they 
are quoting the correct items and have full coverage of their scope. If there are issues with our subcontractors 
and/or material suppliers, we handle it internally so that it does not negatively affect the construction of the 
project. There were no claims of this nature on this project. 
K | The CSCI team has strived in the involvement of the people who have a vital interest in making each    
project successful. We proactively and efficiently communicate with all stakeholders to ensure project success 
in terms of budget, schedule, and constructability.  
L | Rummel Construction References: Please See Attachment #1– Reference Format  
I | Issues or potential issues were all resolved by adhering to the partnering process. Most issues were        
resolved at discovery during preconstruction. If an issue occurred in the field, it was typically handled by the 
inspector and our foreman.

Section 2 - Project Team 
GARRETT CROSS | JOC Superintendent (11 Years) - CS Construction, Inc.   
Steve has gained a wealth of knowledge during his 25 years in the industry. He has worked 
his way through the ranks from a laborer in 1998 up to CSCI’s Concrete Structures         
Estimator. He has stints as a project engineer and project manager, but has been estimating 
for CS for the past 18 years. Steve not only delivers accurate takeoffs and pricing, but     
excels at developing cost savings through value engineering. His experience includes     
active participation in all CSCI jobs, prime or sub, for FCDMC since 2000. 
Garrett brings over 40 years of industry experience to the team, having a lifetime of        
concrete structure experience including 87 bridges, hundreds of box culverts, and countless 
miles of retaining walls. Garrett oversees all field operations for the concrete structures   
division at CSCI and brings his real world knowledge to preconstruction reviews and   
meetings as well as efficient and timely construction in the field.  He has experience in   
performing all heavy civil trades and is extremely capable at scheduling and directing CSCI 
resources as well as any specialty subcontractors, when required.  
ZACH BARNES  | Pre-Construction Manager (9 Years) - CS Construction, Inc.  
STEVE ROGERS JR. | JOC Estimator (25 Years) - CS Construction, Inc.  
Zach will serve as the Single Point of Contact for this JOC program. Zach is a graduate of 
Arizona State University with a Bachelor’s Degree in Construction Management with a 
focus in Concrete Industry Management. He has been in the industry for over 15 years and 
has been estimating full time since 2009. As a Certified JOC Professional, he has the tools 
to provide best value to this JOC program.  His role will be to lead all preconstruction   
services by reviewing the scope of each Task Order, conducting preliminary site walks, 
performing takeoffs, assist Stephen Rogers in developing cost models, contributing to   
value engineering ideas, provide constructability reviews, and assist with CPM schedules. 
ZACH TEEGARDEN  | Project Director (23 Years) - CS Construction, Inc.  
Zach is a former Marine and a graduate of Arizona State University with a Bachelor’s    
Degree in Construction  Management. His 23 years at CS have included field supervision, 
project management and estimating experience. He is a Certified JOC Professional through 
the Center for JOC Excellence and his primary role as Project Director is customer         
satisfaction through all aspects of the JOC process. Utilizing his vast experience in       
concrete structure projects, including many for FCDMC over the course of his career, Zach 
is adept at identifying issues and facilitating resolution before the project is impacted at all.  
Zach is another graduate of ASU’s Construction Management program and has 18 years of 
experience in the industry. Zach has completed numerous projects with FCDMC, both as a 
general contractor and as a subcontractor, to include Upper Camelback Wash                  
Improvements, White Tanks FRS 3, Ashbrook Wash and Sonoqui Wash. Zach brings an 
ability to deliver projects on time and within budget while bringing the construction team 
and stakeholders together to achieve success for all involved. He is also certified as an 
SWPPP Erosion Control Coordinator and ATSSA Traffic Control Supervisor. 
ZACH LAMBERT | Senior Project Manager (14 Years) - CS Construction, Inc.

Section 2 Continued - Project Team 
*Indicates Key Staff 
A. 
B. 
C. 
D.

Section 3 - Subcontractor Selection Plan 
Subcontractors are an integral part of our team. As specialists in their trade, CSCI’s subcontractors must have 
equal expectations of their crews’ performance and quality workmanship as we do. CSCI has built long-term 
relationships with local subcontractors that can perform at the level required which sets precedence for the 
success of this Job Order Contract. At this time, we have determined a possible need to subcontract the      
following scopes of work for this project: Concrete Pumping, Rebar Installation, Traffic Control, Survey & 
Layout, and Earthwork/Grading.  
Subcontractors selection will be based on a combination of price and qualifications. Price will always be 
weighed with the subcontractor's capability, safety, quality, value, certifications and experience. In order to 
ensure best value to the FCDMC, CSCI is committed to having a minimum of (3) quotes for each scope of 
work we plan on subcontracting. This is a safeguard to eliminate wasteful spending and promote an open 
book/best value approach.  
CSCI’s subcontractor selection plan allows our management staff to vet out subcontractors that do not value 
the JOC mindset. Our mindset is: The owner hired us to perform this work to the highest degree of   
quality and value and we expect our subcontractors to do the same. 
Capability:   The firm possesses the qualified resources to execute the assigned task within the  
                             project schedule (ie. Financial History, Personnel, Equipment and Supervision). 
Safety:          We conduct an analysis of the subcontractors' Experience Modification Record (EMR)  
                            over the past three years. 
Quality:        The subcontractor can demonstrate quality workmanship without the need for re-work.  
Value:           Pricing is consistently considered as a factor to deliver value to the owner. 
Experience: Years in business, previous relationships with owner, experience in similar type of work. 
At a minimum, CSCI’s estimating and pre-construction team requires a minimum of (2) years in business            
with at least (3) projects completed with us before recommending a sub for any type of JOC work.  
The Subcontractor graphic above illustrates the 5 key factors we utilized to determine best value and         
qualifications for our  Job Order Contracts. Our categories are defined below. 
Three of our key partners who we frequently 
team with are Brundage Bone concrete pumping, 
Paradise Rebar for fabricating and installing 
steel reinforcing, and Rummel Construction for 
earthwork and grading. Long standing working 
relationships are essential for JOC success.

A. Procedures Used To Select Subcontractors 
Section 4 - Project Management Plan 
CSCI’s project management approach to subcontractor selection is guided by our commitment to project  
success. Our subcontractor selection plan is not only geared towards meeting the specific schedule  
requirements of each Task Order but also prioritizes a profound understanding of the project's scope. We  
emphasize the importance of subcontractors comprehensively grasping the final outcome of the Task Order, 
so that they include all required scope of work. This understanding is crucial to ensuring that we have zero 
change orders. We seek subcontractors capable of meeting critical path schedules or exceeding them, ensuring 
timely and safe project completion. Our selection criteria will include resource commitment, guaranteeing that 
subcontractors possess the capability to dedicate the necessary resources for the Task Order at the time that 
the work is scheduled. Quality remains paramount, with subcontractors expected to deliver results that  
consistently surpass industry standards. This project management approach reflects our dedication to  
partnering which includes subcontractors  
promoting a team mindset so that we can achieve 
the seamless execution of every Task Order. 
B. Schedule Management & Control Process 
Our company has a vast history of performing 
JOC projects and treats every JOC task with  
priority, professionalism and accountability. 
CSCI has developed a detailed process based on 
this experience. Starting with a single point of 
contact, Zach Barnes will be notified of a Task 
Order that needs to be constructed. Typically the 
next step is a field meeting with the FCDMC and 
the CSCI  project team to determine exactly what 
the District’s end goal is for each Task Order. 
This initial meeting helps answer questions for both parties, particularly in the event that plans are not       
provided. A site walk will allow the team to discover any project challenges and look for any cost savings for 
the FCDMC. If plans are available, we will conduct constructability reviews and also move forward with   
creating a quantity takeoff. We have experienced situations where plans are not available and have              
successfully used Google Earth, accompanied with field measurements, to compile quantity takeoffs to assign 
to a proposal.  
 
CSCI appreciates the transparency in Job Order Contracting, and is committed to providing multiple material 
and subcontractor pricing for the FCDMC to review and approve a job order proposal. In addition to pricing,  
subcontractors and suppliers will be required to address supply of labor or material and forecast availability 
for the Task Order. This ensures best value during the task order development and review stage. Specific to 
this SOQ, concrete and rebar should be readily available; however, specialty formliners (FCDMC requires  
polyurethane formliners only), specific grates/access barriers, custom handrail, or other specially fabricated 
items must be considered for availability and lead time. CSCI can leverage our longstanding relationships 
with suppliers of these materials to ensure milestones are met. CSCI then generates a critical path method 
(CPM) schedule to determine the duration required to build a project. Our schedules always take into  
consideration long lead items, shop drawing lead times, submittal reviews, and the overall construction of the 
project from award, Notice to Proceed (NTP), permitting to closeout. Next is a preconstruction meeting where 
we will provide project submittals for review.  
 
During the construction of each Task Order, we will have weekly/bi-weekly meetings to ensure the project is 
staying on track with look-ahead schedules and an updated monthly CPM. Our field management will also 
keep inspectors informed of day-to-day operations. Upon completion of each Task Order, any punch list items 
are addressed and then CSCI will provide as-builts and turn over the project to FCDMC.

Section 5 - Budget & Scope Management Capability 
CSCI is committed to implementing a rigorous budget management and control process for the project,       
ensuring efficiency and transparency. Our approach begins with a comprehensive understanding of the scope 
of work, preventing any possibility of change orders. We evaluate optimal constructability through extensive 
reviews and look for any potential Value Engineering opportunities to reduce costs. Our Task Order            
proposals, structured similarly to the design-bid-build process, break down scope into clear line items using 
HCSS HeavyBid software. This enables the Owner to easily review resource allocations for each item.  
 
Embracing transparency in Job Order Contracting, CSCI will provide multiple vendors for material and     
subcontractor pricing, ensuring the Owner receives the best value during the task order development and    
review stage.  Our intent is to provide customer service over the full term of the Job Order Contract, by     
maximizing the amount of actual work put in place for a given budget. To highlight how CSCI has              
historically achieved outstanding results for FCDMC, we would like to share the following letter:

Section 6 - Team Approach Capability 
The team dedicated to this JOC Contract is very detail-oriented and is able to discover potential issues during 
the design and planning stages of each Task Order. This proactive approach has been very successful in  
finding issues and working with the owner and design team in finding a solution far in advance of issues  
becoming an actual problem. 
 
Team “Buy-In” 
 
Every member of our team is not just an employee; they are a valued contributor to CSCI’s collective success. 
Our company culture is built around transparency, collaboration and a commitment to excellence.  Our  
preconstruction, estimating and project management team listed in this proposal will provide a cohesive  
approach to the owner project personnel, subcontractors and all stakeholders involved through the following 
company principles: 
 
Vision and Strategic Thinking 
Effective Communication 
Active Listening 
Team Building 
Accountability 
Partnering 
Problem-Solving and Adaptability 
Integrity and Ethics  
Innovation 
Section 7 - Expedited Completion of Project 
Time is always of the essence on construction projects which is why CSCI prides itself in having a proactive 
approach to minimizing delays on projects.  By providing a detail-oriented staff, the Team is able to find  
potential issues during design and planning stages, rather than onsite during construction. In order to maintain 
this mindset, we must first have Team “buy-in”, as referenced above in Section 6. Historically, this approach 
has shown that Team develops a personal accountability for seeing the project through to the end with little to 
no down time.  
Meet with project management/field personnel 
Brainstorm ideas from all project stakeholders 
Review critical path activities and determine activities that can be eliminated and/or reduced;  
      and to what capacity the activities will be affected 
Review the sequencing of activities to determine if activities can be constructed concurrently  
      instead of consecutively 
Order long-lead items during 60% stage of plans  
Review crew size prior to start and increase as required   
Make changes, review and repeat 
A. Practices & Procedures Used To Save Time 
ADOT Partnering Award

Section 7 Continued - Expedited Completion of Project 
Before commencing construction, the Project Manager will utilize Primavera P6 to create a comprehensive 
Critical Path Method (CPM) schedule. This strategic approach facilitates the Team in evaluating sequencing 
and overall duration, enabling collaborative brainstorming among the contractor, design team, and the County 
to identify opportunities for reducing the project timeline. Leveraging HCSS HeavyJob, each Foreman is 
equipped with a tablet for the daily input of time and production data. This real-time information allows for a 
swift review of completed tasks up to the current shift, empowering proactive manpower adjustments to     
uphold or enhance production levels. 
Section 8 - Safety 
Safety is our top priority at CS      
Construction. Our goal is ZERO          
accidents, and we continuously       
assess and improve our safety        
protocols to mitigate risks. For each 
specific job, we conduct a Job         
Hazard Analysis (JHA) to identify 
our potential risks on the project.     
 
We then require our crews to  
conduct daily Safety Task              
Assignments (STA’s) that are        
submitted electronically on the       
Foreman’s tablet.  
 
 
CSCI’s safety record documentation       
(OSHA Form 300A), Safety and Health Plan 
and Drug Free Workplace documentation is  
included as an attachment to this proposal. 
Our EMR score is provided in the table on 
the right.  
B. Resources 
C. Projects of Similar Size & Scope 
Project 
IniƟal Contract Time 
Final Contract Time 
Pat Tillman & 163rd Ave 
115 Work Days 
109 Work Days 
Waddell & 140th Ave 
120 Work Days 
106 Work Days 
Mesa Video DetecƟon Upgrades 
264 Work Days 
255 Work Days 
As seasoned contractors in this market, we possess a profound understanding of the scheduling challenges 
often posed by permits. When furnishing CPM schedules, we meticulously include both potential and 
acknowledged scheduling impacts. As soon as the Task Order has been issued, we will schedule an onsite 
meeting with permitting agencies. This thorough approach ensures the delivery of realistic baseline         
schedules, thereby minimizing the likelihood of unforeseen surprises throughout the project timeline. 
CSCI Safety Awards

Section 9 - Attachments
TABLE OF CONTENTS
A.
Contractors License
B.
Resumes
C.
References
D.
Legal Worker Certification
E.
Surety Bond
F.
N/A
G.
Non-Collusion Affidavit
H.
Scope of Work Checklist
I.
Subcontractor Listing
J.
Safety Manuals & OSHA Logs
K.
Signed Addendums
Serial Number:
240008JOC
Contract Number:
2025C003-2024C010

Zach Teegarden 
zteegarden@cscompanies.com 
602-576-4945 
 
Time with CS – 23 years 
Time in Industry – 26 years 
 
2016 ADOT Partnering Spirit 
Award Winner 
 
Certified Job Order Contracting 
Professional (Center for JOC 
Excellence) 
 
Arizona State University 
B.S. Construction Engineering 
 
OSHA 10 HR 
 
Partnering in the Pre-Con 
 
American Society of Highway 
Engineers 
 
HCSS Heavy Bid Training 
HCSS Heavy Job Training 
 
Veteran, United States Marine 
Corps - Scout Swimmer 
 
 
 
 
Vice President 
 
RESPONSIBILITIES 
 
Developing and maintaining relationships with project stakeholders 
 
Ensuring customer expectations are met or exceeded for duration of Contract 
 
Strategic planning with emphasis on resource allocation to achieve goals 
 
Companywide leadership of senior management team and corporate office 
 
Development of value engineering or value added options for Clients 
 
Provide leadership in partnering and dispute resolution  
 
Develop and maintain company culture of safety, quality and service  
 
PROJECT HISTORY 
 
City of Scottsdale - McDowell Road Bridge Widening 
Developed a Value Engineering Proposal that reduced total project costs by over 
$500,000 and reduced project duration by four months.  Worked with structural 
engineer on budgeting and constructability reviews of new design.  Coordination 
with project manager (Zach Lambert) and main office for resource allocation. 
Provide leadership of project team, with dedication to meeting client expectations 
and minimizing impact to the local park and residential community adjacent to the 
project.  
 
ADOT- 63rd Avenue Pedestrian Bridge over Loop 101 
Worked on preconstruction issues from Prime bid to notice to proceed on Arizona’s 
first cable stayed pedestrian bridge. Provided leadership for project team project 
refinements, including aesthetic lighting design elements, a revised LED lighting 
system and a HAWK pedestrian crossing.  Helped identify and resolve potential 
issues to provide a timely and safe project.  
 
City of Scottsdale/FCDMC – Upper Camelback Wash Drainage Improvements 
Managed contract changes and adjustments with City of Scottsdale. Developed a 
Value Engineering Proposal that reduced project costs by over $400,000.  
Conducted review and approval of all subcontracts and purchase orders required 
for the project.  Attended meetings to discuss schedule, work force, and 
constructability of the project to minimize construction disturbances to residences 
and Homeowner’s Associations bordering the project corridor.  
 
FCDMC – Ashbrook Wash 
Integral team member in assisting CSCI Project Manager (Zach Lambert) with 
developing resolutions to various issues including invasive vegetation, waterline 
relocation, adverse soil conditions and overall minimal impact to the traveling public.  
Proposed courses of action were intended to incorporate the concerns of the 
various stakeholders, (Town of Fountain Hills, EPCOR Water, Southwest Gas, 
Local Residents), with the final desired product of the Owner, the Flood Control 
District of Maricopa County.  In the end, the Partnering approach prevailed and 
everyone was satisfied with the outcome of the project.

Zach Barnes 
zbarnes@cscompanies.com 
(602) 980-4739 
 
Time with CS  (9) years 
 
15+ Years in Civil Construction 
 
HCSS & Hard Dollar Certified 
 
ACI Grade I Field Tech 
 
ACI Flatwork Finisher 
 
NRMCA Certified Pervious  
Concrete Technician 
 
OSHA 40 HR 
 
Certified Job Order Contracting 
Professional (CJP) 
 
ATSSA TCS Certified 
 
Arizona State University, 
B.S. in Construction 
Management 
 
Chief Estimator 
 
RESPONSIBILITIES 
 
Estimator for Traffic Signal, Lighting, FMS/ITS & Sports Lighting Projects 
 
Public Relations with local municipalities, cities, towns and counties of AZ 
 
Job cost reporting for schedule, labor, equipment and materials 
 
Project Scheduling 
 
Monthly pay applications 
 
Manage Design Changes in projects 
 
BACKGROUND 
 
CPC Construction, Inc. 
Project Manager / Estimator: Concrete Flatwork, Building Tenant Improvements, 
Asphalt Paving, Loop Detector Installation, Crack Sealing 
 
Intermountain West Civil Contractors 
Project Manager / Estimator : Wet Utilities, Asphalt Paving, Excavation, Grading, 
Gabion Baskets, Chip Sealing, Commercial Building Construction & Remodeling  
 
PROJECT HISTORY 
City of Scottsdale JOC Program 
Responsibilities including initial meeting with the City on their needs, assisting with 
budgets, cost estimate for various projects, managing task orders, coordinating with the 
different subcontractors, creating and maintaining project schedules.  Projects vary from 
new traffic signals, rewires, street lighting, and ITS. 
 
ADOT – I-17 Intersection Rehab @ Grant, Adams, Jefferson, Buckeye 
Responsibilities including original cost estimate for the project, coordinating with the 
different subcontractors, creating and maintaining project schedule. Work in this project 
included removal & replacement of asphalt, sidewalk, sidewalk ramps, curb & gutter, 
utility adjustments, and removal & replacement of traffic signals & equipment. 
 
City Mesa – Southern Avenue Improvements Phase II CMAR (CP0275) 
Lead estimator in initial project GMP for Signal, Lighting, and Fiber GMP for Haydon 
Building Corp. Provided phased constructability and plan review. Supported project 
superintendent through construction of project.  
 
Town of Gilbert – Riggs Rd Improvements 
Responsibilities included daily field measurements, attending weekly meetings, 
scheduling and coordination with subcontractors. This project included roadway 
improvements to Riggs Rd from Val Vista Dr. to Recker Rd.  Other associated work 
included (2) signalized intersections, concrete improvements, asphalt paving, wet 
utilities, dry utilities, storm drain, RWCD Junction Structures, reinforced concrete box 
culverts, and drainage channels.

Stephen Rogers  
srogers@cscompanies.com 
(602) 695-4020 
 
Time with CS - 25 years 
 
HeavyBid Certified 
 
HeavyJob Certified 
 
OSHA 10 Hour 
 
Ellis Company - Shoring 
Training 
Estimator / Project Manager 
 
RESPONSIBILITIES 
 
Experienced Estimator for all types of heavy civil projects 
 
Job cost reporting for schedule, labor, equipment and materials 
 
Project CPM Scheduling 
 
Coordination with project owners and subcontractors 
 
Coordination of material deliveries including long lead items 
 
Development of Value Engineering Proposals 
 
BACKGROUND 
 
C S Construction, Inc. (1998 to Current) 
Formsetter/Project Engineer/Project Manager/Estimator: Portland Cement 
Concrete Paving, Wet Utilities, Asphalt Paving, Excavation, Grading, Concrete 
Structures, Pavement & Bridge Repair, Pump Stations & Pipelines, Rest Areas, 
Landscape & Irrigation, and Guardrail/Fencing 
 
PROJECT HISTORY 
City of Phoenix – Cave Creek Water Reclamation Plant, Phase 1 
Responsibilities including cost tracking for the project, creating and maintaining project 
schedule, field layout. Work in this project included new cast in place concrete 
structures such as the Aeration Basin, Effluent Structure, and Water Storage Tanks, 
plus numerous connections to piping and mechanical components. 
 
Flood Control District of Maricopa County – Laveen Area Conveyance Channel 
Responsibilities including management of the project, coordinating with the different 
subcontractors, creating and maintaining project schedule. Work in this project included 
removal and replacement of storm drain system, excavation and placement of ABC for 
roadway, Asphalt Paving, Cast in Place Box Culverts, and the Excavation and 
Realignment of the Conveyance Channel.  CSCI was the prime on this $7M project. 
 
City of Phoenix – North Transfer – Access Road, Util. & Plant Service 
Project Manager responsible for project schedule, updating weekly quantities, and 
scheduling subcontractors. Work consisted of the construction of 2 new box culverts 
and 3 new voided slab bridges for new road to access the North Transfer Station. 
Associated work included the drilling of caissons, set of precast voided slabs, and 
pouring bridge decks. 
 
City of Scottsdale – Bell Road Widening 94th Street to 96th Street 
Estimator and Project Manager responsible for project schedule, updating weekly 
quantities, scheduling subcontractors, traffic control, coordination with local utilities for 
relocations.  Work consisted of the construction of a new Cast in Place I-Girder Bridge, 
new aggregate base course, 6111 SY of Asphalt Paving, relocate existing utilities, tie 
into existing utilities with new, traffic control, new landscaping, roadway excavation, 
realignment of existing channel and gabion scour protection. 
 
San Simone Port of Entry Improvements 
Estimated costs for project and worked with Operations team to develop a Portland 
Cement Concrete Paving Plan, including selection of dowel baskets, dowels and other 
critical components.  Work on this project included removal and replacement of PCCP, 
excavation of unsuitable material and placement of ABC subgrade, vault and fiber optic 
cable installation, and pavement marking.

Zach Lambert 
zlambert@cscompanies.com 
(602) 695-3852 
 
Time with CS – 14 Years 
Time in Industry – 18 Years 
 
Hard Dollar Certified 
Heavy Bid Training 
Heavy Job Training 
 
ACI Grade I Field Tech 
 
OSHA 30 HR 
 
ATTSA Traffic Control 
Supervisor Certified 
 
AGC-ADOT Erosion Control 
Coordinator  
 
Arizona State University, 
B.S. in Construction 
Management 
 
Project Manager 
 
RESPONSIBILITIES 
 
Manage construction of multiple prime and subcontract projects 
 
Partnering with agencies, cities, towns and counties as stakeholders 
 
Job cost reporting for schedule, labor, equipment and materials 
 
Generate and update project CPM Scheduling  
 
Coordination of activities onsite and offsite 
 
Monthly pay applications and budget forecasting 
 
Quality Assurance and Quality Control expert 
 
BACKGROUND 
 
Hunter Contracting (2006 to 2008) 
Project Engineer: Wet Utilities, Asphalt Paving, Excavation, Grading, Concrete 
paving, Concrete Barrier, Structural Concrete 
 
Coffman Specialties (April. 2008 to Jan. 2009) 
Project Engineer: Storm Drain, Asphalt Paving, Excavation, Grading, Concrete 
paving, Concrete Barrier, Structural Concrete 
 
Fisher Industries (Jan 2009 to Dec 2009)   
Project Engineer : Storm Drain, Asphalt Paving, Excavation, Grading, Concrete 
paving, Concrete Barrier, Structural Concrete  
 
PROJECT HISTORY 
Scottsdale – Upper Camelback Wash Improvements 
Project Manager on CS Prime job, responsible for project schedule, updating weekly 
quantities, scheduling subcontractors, traffic control, coordination with local utilities for 
relocations.  Work consisted of the construction of 13 new box culverts to replace 
existing pipe culverts or box culverts and the excavation and grading of the new 
drainage channel for approximately 2.5 miles.  Associated work included the 
relocation/replacement of 8” to 12” waterlines, 12” sewer lines, communication, gas, 
and power lines at each culvert location to allow for the new improvements. 
 
Scottsdale – McDowell Road Bridge Widening 
Project Manager on CS Prime job, responsible for project schedule, quantity tracking, 
subcontract execution and coordination, design coordination for value engineering 
design.  Value engineered widening of both bridges on McDowell Road over Eldorado 
Park.  Reduced overall project costs while improving the final bridge aesthetics to 
eliminate the need for structural steel under the existing bridge and maintain the current 
design aesthetics of the bridge after widening. 
 
Scottsdale – Citywide Job Order Contract 
Project Manager for CS JOC project, responsible for working with various City of 
Scottsdale Project managers to coordinate and execute the installation of new traffic 
signals and modifications to existing traffic signals/concrete flatwork in the City.  
Managed schedule, subcontractors, and materials for three new pedestrian crossings 
at Palm Lane and Scottsdale Road, Indian Bend Road and McCormick - Stillman Park, 
Hayden Road and CAP Park.  Modifications and updates to existing signalized 
intersections at Scottsdale and Chaparral Roads, and McDonald Drive and Granite 
Reef Road.

Garrett Cross 
gcross@cscompanies.com 
(602) 579-8081 
 
Time with CS  (11) Years 
Time in Industry (42) Years 
 
OSHA 30 HR 
 
Journeyman Carpenter 
 
First Aid Certified 
 
 
General Superintendent 
 
RESPONSIBILITIES  
 
Preconstruction planning, including traffic control and phasing 
 
Provide additional supervision of heavy civil construction projects 
 
Coordinate with Project Managers, Project Superintendents, and Project 
Engineers to allocate resources among projects to maintain schedules 
 
Utilize vast highway and civil construction experience to ensure the success of 
operations ranging from self-performed work to asphalt paving, wet utility, 
landscape, striping guardrail/fencing and other subcontractors 
 
BACKGROUND 
 
Ames Construction (2009 to 2011) 
Heavy Highway Superintendent: Concrete Structures, Portland Cement 
Concrete Paving, Asphalt Paving, Grading, Excavation 
 
Cross Brothers Contracting (1993 to 2009) 
Principal and Field Operations Manager: Concrete Structures, Waste Water 
Treatment Plant work, Grading, Excavation, Concrete Barriers 
 
Wheeler Construction (1992-1993)   
Foreman: Concrete Structures, Asphalt Paving, Excavation, Grading, Concrete 
Flatwork 
 
Tanner Companies (1990-92) 
Carpenter Leadman: Concrete Structures, Drainage Structures 
 
Pulice Construction (1989 to 1990) 
Carpenter Leadman: Concrete Structures, Drainage Structures  
 
MAC Contracting (1981 to 1989) 
Carpenter Leadman: Bridge Jacking, Concrete Structures, Lift Station, Water 
Treatment Plant, Rail Bank Protection, Storm Drain, Wet Utilities, Excavation  
 
PROJECT HISTORY 
 
City of Scottsdale/FCDMC – Upper Camelback Wash 
Project Superintendent when CSCI served as the Prime contractor on the $10.3 Million 
Upper Camelback Wash Improvements.  Garrett was essential in coordinating with the 
PM (Zach Lambert) to achieve schedule milestones with several CSCI crews self-
performing concrete work concurrently and carefully supervised and directed 
subcontractors performing the other specialty trades.   
 
FCDMC – Ashbrook Wash  
USACE – ACDC Canal 
FCDMC – FRS #3 
FCDMC – Rawhide Wash CMAR 
 
Garrett has been working on heavy highway projects for ADOT and other agencies 
for over 40 years.  Garrett has supervised or physically worked on 87 different 
bridge projects, several hundred box culverts and miles of retaining walls.  In 
addition to his concrete structure experience, Garrett has performed bridge 
repairs, scour protection, roadway excavation and fill, paving operations, storm 
drain pipe and structures, lift stations and water treatment plants, barrier and 
rockfall mitigation, truck scales, buildings and rest areas.  Garrett oversees the 
field operations for the concrete structures division and brings his vast experience 
to benefit all concrete projects.  He has experience in performing all civil trades 
and is extremely capable at scheduling and directing specialty subcontractors.

Attachment 1 - REFERENCE FORMAT 
Maricopa County requires a minimum of THREE references and or a maximum of five (most recently) 
completed projects that are similar in magnitude, complexity, and dollar value. This form may be 
replicated as needed to be responsive to the RFQ. 
 
1. 
 
Company Name: Town of Gilbert 
Address: 90 East Civic Center Drive, Gilbert, AZ 85296 
Phone Number: 602‐726‐5765 
Fax Number: N/A 
Person to Contact: Toby Crooks 
Email Address:  Toby.Crooks@GilbertAZ.gov 
Owner’s Bid # or Project #: 31900397 
Date of Completion: June 2023 
Brief Project Description (including partnering team and owner’s project name):  5 Year Gilbert JOC 
Contract – See Project #1 in Proposal 
 
2. 
Company Name: Connect 202 Partners (Fluor, Ames, Granite ‐ Joint Venture) 
Address: 411 N Roosevelt Ave, Chandler, AZ 85226 
Phone Number: 602‐875‐8700 
Fax Number: N/A 
Person to Contact: Walter J. Lewis II, PE, MBA 
Email Address: Walter.Lewis@fluor.com 
Owner’s Bid # or Project #: SOMN‐C‐126 the SR202L South Mountain Freeway 
Date of Completion: April 2020 
Brief Project Description (including partnering team and owner’s project name):  Multiple Contracts over 
nearly 4 years on P3 Project for the Arizona Department of Transportation ‐ See Project #2 in Proposal 
 
3. 
Company Name: City of Scottsdale 
Address: 7447 E. Indian School Rd, Ste 205, Scottsdale, AZ 85251 
Phone Number: 480‐312‐7985 
Fax Number: N/A 
Person to Contact: Elaine Mercado 
Email Address: emercado@scottsdaleaz.gov 
Owner’s Bid # or Project #: 20SQ003  
Date of Completion: Active, 98 Task Orders successfully completed  
Brief Project Description (including partnering team and owner’s project name):  5 Year JOC Contract – 
See Project #3 in Proposal

4. 
Company Name: City of Scottsdale 
Address: 7447 E. Indian School Rd, Ste 205, Scottsdale, AZ 85251 
Phone Number: 480‐312‐4327 
Fax Number: N/A 
Person to Contact: Thyra Ryden Diaz, P.E. 
Email Address: TRyden‐Diaz@scottsdaleaz.gov   
Owner’s Bid # or Project #: G1101 
Date of Completion: July 2015 
Brief Project Description (including partnering team and owner’s project name): Widening McDowell Rd. 
bridges over the El Dorado Park / Indian Bend Wash flood control system – See Project #5 in Proposal  
 
 
5. 
Company Name: Rummel Construction, Inc. 
Address: 7520 E. Adobe Drive Scottsdale, AZ 85255 
Phone Number: 480‐222‐9922 
Fax Number: N/A 
Person to Contact: Carlos Gonzalez 
Email Address: Carlos@rummelconstruction.com  
Owner’s Bid # or Project #: 39119 – Meridian Road Box Culvert 
Date of Completion: March 2020 
Brief Project Description (including partnering team and owner’s project name):  15 Barrel 10’x 6’x 99 LF 
Box Culvert – See Project #5 in Proposal 
  
 
 
 
 
 
 
 
 
 
 
 
 
 
Request For Qualifications 
Job Order Contractor for the Flood Control District of Maricopa County 
Thursday, December 
21, 2023 Job Order Contractor 
Serial# 240008-JOC

Request For Qualifications 
Page 36 
Job Order Contractor for the Flood Control District of Maricopa County 
Thursday, December 21, 2023 
Job Order Contractor 
Serial# 240008-JOC 
Attachment 6- SCOPE OF WORK CHECKLIST 
Proposers: Indicate which JOC Services Scope of Work, or combination thereof, that you are submitting a proposal for. 
Include this document with your Statement of Qualifications and on this Attachment/Form mark (X) each scope of work that your firm 
intends to provide JOC Services under this Request of Qualifications/contract. 
_____ SCOPE OF WORK for Concrete Placement and Repair Services  
_____ SCOPE OF WORK for Earthwork Services and Debris Removal 
_____ SCOPE OF WORK for Storm Drain Repair and Replacement 
_____ SCOPE OF WORK for Surface Treatment and Installation Services 
_________________________________________________Name of Submitting Firm 
X
CS Construction, Inc