2024C006-240008- JOC CONTRACT - AMES - EARTHWORK.PDF
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JOB ORDER CONTRACT
BETWEEN
FLOOD CONTROL DISTRICT of MARICOPA COUNTY
AND
AMES CONSTRUCTION, INC.
FOR
EARTHWORK SERVICES AND DEBRIS REMOVAL
FCD CONTRACT NO. 2024C006
Serial # 240008
AGENDA NO. C-69-24
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Contract No. 2024C006
Page 2 of 22
FLOOD CONTROL DISTRICT of MARICOPA COUNTY
CONTRACT NO. 2024C006
TABLE OF CONTENTS
ARTICLE I - EARTHWORK SERVICES AND DEBRIS REMOVAL ...........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 – EARTHWORK SERVICES AND DEBRIS REMOVAL
EXHIBIT B – FEE SCHEDULE
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CONTRACT NO. 2024C006
Job Order Contract for Earthwork Services and Debris Removal
The Flood Control District of Maricopa County, hereinafter called the DISTRICT, is
desirous of having Job Order Contract for EARTHWORK SERVICES AND DEBRIS REMOVAL
performed when requested by the District through a specific Work Assignment for those
services more fully described in Exhibit A, General Earthwork Services and Debris
Removal, and Exhibit B, Unit Price List; and Ames Construction, Inc. hereinafter called
“CONTRACTOR”, with its principal offices located at 8333 E. Hartford Dr., Scottsdale
AZ 85255 & (602-431-2111) 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 Earthwork Services and Debris Removal 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 - EARTHWORK SERVICES AND DEBRIS REMOVAL: The
CONTRACTOR, under the general supervision of the District Director, shall perform
Earthwork Services and Debris Removal 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 Earthwork Services and Debris Removal. 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 Earthwork Services and
Debris Removal 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 Earthwork Services and Debris Removal and to completely construct the same
and provide the services therein, as called for by this agreement free and clear of all
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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 Earthwork Services and Debris Removal, a
detailed Earthwork Services and Debris Removal 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 Earthwork Services and Debris Removal and the detailed Earthwork Services
and Debris Removal 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 Earthwork Services and Debris Removal
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.
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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
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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;
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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.
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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
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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.
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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)
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…溜耕詳謹砦つ某詣繊措辞鴇群議措器薄霊詫8f轟き
Pa巾es he「einabove named, On the date and year
Ames
¶tie: P「esident - Southwest Region
Date: AD刑8. 2024
41-087137与
丁ax Identification Number
above wr虻en,
FLOOD CONTROL DISTRICT OF MARICOPA COUNTY
RECOMMENDED BY:
Chief Engineer and Gene「al Manager Date
LEGAL REVIEW
Approved as to form and wjthin the powers
and authority granted under the laws ofthe
State of Arizona to the Fiood ControI
DiSTRICT of Maricopa County.
ACCEPTED AND APPROVED:
Chai「man, Boa「d of Directors Date
ATTEST:
Clerk of the Board
FLOOD CONTRO」 DISTRICT GENERAL COUNCIL Date
Contract No. 2024COO6 Page = of22
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4/8/2024
4/8/2024
Contract No. 2024C006
Page 12 of 22
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 2024C006, 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:
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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 2024C006, 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: _________________________________
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Contract No. 2024C006
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Flood Control District of Maricopa County
CERTIFICATE OF INSURANCE
CONTRACT NO 2024C006
PROJECT TITLE: Job Order Contract for Earthwork Services and Debris Removal
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
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Contract No. 2024C006
Page 15 of 22
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. 2024C006 for the construction of Job Order Contract for
Earthwork Services and Debris Removal 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)
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Contract No. 2024C006
Page 16 of 22
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
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Contract No. 2024C006
Page 17 of 22
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. 2024C006, JOC – Earthwork Services and Debris Removal, 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
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Contract No. 2024C006
Page 18 of 22
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.
_____________________________
2024C006/240008
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
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Contract No. 2024C006
Page 19 of 22
FLOOD CONTROL DISTRICT OF MARICOPA COUNTY
Certificate of Performance and Payment of ALL Claims
PROJECT NAME: JOC – EARTHWORK SERVICES AND DEBRIS REMOVAL
, 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
2024C006 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 2024C006 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:
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Contract No. 2024C006
Page 20 of 22
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)
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Contract No. 2024C006
Page 21 of 22
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
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Contract No. 2024C006
Page 22 of 22
TO THE: Flood Control District of Maricopa County:
WHEREAS,
, an
corporation, located at
(company name)
(Name of State)
____________________________________________________ is required to execute certain documents that are necessary for the
(address)
prompt and efficient execution of the corporate business.
NOW, THEREFORE, BE IT RESOLVED, by the Board of Directors of
that the
parties named below be authorized to execute and sign on behalf of said corporation the following numbered and named documents.
1. Proposal
2. Contract
3. Bond
4. Claims
5. Change Orders
6. Payment Requests
7. Other (identify)
.
The powers and duties herein granted shall be and is hereby granted for the duration of the contract for the consultation of services, or
until express notice of revocation has been duly given in writing, whichever is the lesser period.
Dated and passed by the Board of Directors this
day of
, 20
.
___
___
____
____
_______
PRINT NAME (SIGNATURE OF PERSONS AUTHORIZED TO SIGN) (TITLE) (DOCUMENT NO. [see above])
CERTIFICATION
STATE OF
______ )
)§
COUNTY OF
___________
)
I,
, of
, a corporation, do
hereby certify that the above is a true and correct copy of a resolution adopted by the Board of Directors of said corporation, at a meeting
of said board held on
, 20
, and that the same is in full force and effect at this time.
DATED:
(OFFICER OF CORPORATION)
(Seal of Corporation)
STATE OF ________________
)
)§
COUNTY OF ______________)
This instrument was acknowledged before me this
day of
, 20
By
, appearing before the undersigned Notary Public, and stated that he executed such
instrument on behalf of said corporation for the purpose and consideration therein expressed.
(NOTARY PUBLIC)
My Commission Expires:
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
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
2/27/2024
Holmes Murphy & Associates
2727 Grand Prairie Parkway
Waukee IA 50263
Brad Revier
612-322-6045
612-349-2490
brevier@holmesmurphy.com
Arch Insurance Company
11150
AMECONPC6
Arch Indemnity Insurance Company
30830
Ames Construction, Inc.
2500 County Road 42 W
Burnsville, MN 55337
1794478237
A
X
2,000,000
X
300,000
X
Contr Liab Per
10,000
X
Policy Form/XCU
2,000,000
4,000,000
X
Y
Y
41PKG1996100
12/1/2023
12/1/2024
4,000,000
A
2,000,000
X
Y
Y
41PKG1996100
12/1/2023
12/1/2024
B
X
N
Y
44WCI1996100
12/1/2023
12/1/2024
1,000,000
1,000,000
1,000,000
B
Stop Gap
44WCI1996100
12/1/2023
12/1/2024
Applies to
ND, OH, WA, WY
Contract No. 2024C006/240008-JOC - Earthwork Services and Debris Removal
Additional Insured only if required by written contract with respect to General Liability and Automobile Liability applies on a primary basis and the insurance of
the additional insured shall be non-contributory: Flood Control District of Maricopa County (District), Maricopa County and their agents, representatives, officers,
Directors, Officials, and employees.
Waiver of Subrogation only if required by written contract with respect to General Liability, Automobile Liability, Workers Compensation and Umbrella/Excess
Liability applies in favor of: Flood Control District of Maricopa County (District), Maricopa County and their agents, representatives, officers, Directors, Officials,
See Attached...
Flood Control District of Maricopa County
2801 W Durango St
Phoenix AZ 85009
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
ACORD 101 (2008/01)
The ACORD name and logo are registered marks of ACORD
© 2008 ACORD CORPORATION. All rights reserved.
THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM,
FORM NUMBER:
FORM TITLE:
ADDITIONAL REMARKS
ADDITIONAL REMARKS SCHEDULE
Page of
AGENCY CUSTOMER ID:
LOC #:
AGENCY
CARRIER
NAIC CODE
POLICY NUMBER
NAMED INSURED
EFFECTIVE DATE:
AMECONPC6
1
1
Holmes Murphy & Associates
Ames Construction, Inc.
2500 County Road 42 W
Burnsville, MN 55337
25
CERTIFICATE OF LIABILITY INSURANCE
and employees.
General Liability, Automobile Liability and Workers Compensation include an endorsement providing 30 days’ notice of cancellation will be furnished to the
certificate holder.
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
ITEM #
DESCRIPTION
UNIT
PRICE
104 - 1
CQC Testing Allowance
LS
15,000.00
$
104 - 3
Water Purchase Allowance
LS
TBN
105 - 1
Partnering Allowance
LS
5,000.00
$
105 - 2
Construction Staking Allowance
LS
13,000.00
$
105 - 3
Utility Relocation Allowance
LS
TBN
107 - 1
AZDES/SWPPP Permits Allowance
LS
4,500.00
$
107 - 2
Public Information and Notification Allowance
LS
2,725.00
$
107 - 3
Project Signs Allowance
LS
1,635.00
$
107 - 4
Restricted Areas Delineation
LS
4,000.00
$
107 - 5
Water Management Plan Preparation Allowance
LS
2,725.00
$
107 - 6
Water Management Plan Implementation Allowance
LS
10,900.00
$
107 - 7
Hazard Waste/Environmental Assessment Plan Preparation Allowance
LS
3,815.00
$
107 - 8
Hazard Waste/Environmental Assessment Plan Implementation Allowance
LS
10,900.00
$
108 - 1
Construction Work Plan Allowance
LS
3,000.00
$
201 - 1
Clearing and Grubbing
AC
2,348.00
$
202 - 1
Mobilization
LS
25,000.00
$
203 - 1
Temporary Access Allowance
LS
17,500.00
$
203 - 2
Temporary Construction Perimeter Fence Allowance
LS
10,000.00
$
203 - 3
Temporary Construction Perimeter Fence Gates Allowance
LS
5,500.00
$
206 - 1
Foundation Surface Preparation
CY
49.00
$
206 - 2
Embankment Crack Trenching
LF
7.60
$
206 - 3
Cofferdam Construction
LS
260,831.70
$
211 - 1
Common Fill (95% Compaction Min.)
CY
14.00
$
211 - 2
Embankment Fill (FCDMC Std. Det. 200-1)
CY
14.00
$
211 - 3
Structural Fill (95% Compaction Min.)
CY
141.50
$
211 - 4
Select/Import Fill (Low PI of 15 or Less)
CY
141.50
$
211 - 5
Landscape Fill (90% Compaction Typical)
CY
31.70
$
211 - 6
Filter Aggregate
CY
347.30
$
215 - 1
Borrow Excavation
CY
32.70
$
215 - 2
Channel Excavation
CY
13.70
$
215 - 3
Basin Excavation
CY
16.20
$
215 - 4
Drainage Excavation/Low-Flow Swale Construction
CY
5.90
$
215 - 5
Temporary Ditch/Berm
LF
5.90
$
215 - 6
Over-Excavation Allowance
LS
40.20
$
215 - 7
Soil Stabilizer & Dust Control Agent (Gorilla-Snot or approved equal)
SY
3.20
$
216 - 1
Geomembrane
SY
14.50
$
219 - 1
Gabion Baskets with Tie-backs & Filter Fabric
CY
755.40
$
219 - 2
Gabion Wall With Filter Fabric (Height Varies)
CY
747.50
$
219 - 3
Gabion Mattress with Filter Fabric - 9-inch Thick
CY
982.80
$
219 - 4
Gabion Mattress with Filter Fabric -12-inch Thick
CY
985.00
$
220 - 1
Riprap (D50 = 6 inch)
CY
220.10
$
220 - 2
Riprap (D50 = 9 inch)
CY
220.10
$
220 - 3
Riprap (D50 = 12 inch)
CY
220.10
$
220 - 4
Riprap (D50 = 18 inch)
CY
248.20
$
220 - 5
Riprap (D50 = 24 inch)
CY
248.20
$
220 - 6
Grouted Riprap (D50 = 9 inch, FCDMC Std. Det. 555-1)
CY
561.30
$
221 - 1
Sediment Wattles and Anchoring
LF
12.70
$
231 - 1
Geotextile for Riprap
SY
2.70
$
231 - 2
Geotextile for Filter
SY
2.70
$
232 - 1
Geocomposite Wall Drain (FCDMC Std. Det. 552-1)
SY
15.30
$
310 - 1
4-inch Aggregate Base Course (ABC) Maintenance Road (Chip Seal,
FCDMC Std. Det. 201-1)
SY
23.80
$
310 - 2
1/4-inch Decomposed Granite (DG)
SY
16.40
$
310 - 3
Untreated Base
TON
58.80
$
310 - 4
Chip Seal over graded/compacted surface (FCDMC Std. Det. 201-1)
SY
TBN
310 - 5
6-inch Aggregate Base Course (ABC) Maintenance Road (FCDMC Std.
Det. 201-2)
SY
34.80
$
321 - 1
Asphalt Concrete (AC) Pavement
TON
TBN
322 - 1
Permanent Pavement Overlay
SY
TBN
330 - 1
Alleyway Plating - Structural Section
SY
33.50
$
336 - 1
Permanent Pavement Replacement
SY
TBN
336 - 2
Resurface Driveway wih 4 inches of AB
SY
23.80
$
340 - 10
Object Marker MCDOT M-2
EA
521.50
$
344 - 1
Decomposed Granite Road Surface
SY
54.30
$
344 - 2
Embankment/Slope Rockmulch (FCD Std. Det. 555-2)
CY
212.80
$
350 - 2
Remove Reinforced Concrete Pipe
LF
138.70
$
350 - 3
Remove Culvert Pipe
LF
138.90
$
350 - 4
Remove Existing Sanitary Sewer Pipe
LF
128.70
$
350 - 5
Remove Concrete Headwall
EA
8,201.50
$
350 - 6
Remove Concrete Apron
EA
3,286.20
$
350 - 7
Remove Existing Manhole
EA
17,656.20
$
350 - 8
Remove Existing Catch Basin
EA
16,559.30
$
350 - 9
Remove Existing Driveway
SF
24.20
$
EARTHWORK & DEBRIS REMOVAL BID ITEM LIST - AMES 2024C006
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
350 - 10
Remove Existing Sidewalk
SF
134.70
$
350 - 11
Remove Existing Scupper and Spillway
EA
7,387.70
$
350 - 12
Remove Existing Concrete Pavement
SY
1,316.50
$
350 - 13
Remove Existing Asphalt Concrete
SY
1,136.30
$
350 - 14
Remove Loose Riprap
CY
781.00
$
350 - 15
Remove Grouted Riprap
CY
1,599.80
$
350 - 16
Remove Sign
EA
462.30
$
350 - 17
Remove Tree
EA
4,644.50
$
350 - 18
Remove Chain Link Fence
LF
5.30
$
350 - 19
Remove Rail Fence
LF
20.00
$
350 - 20
Remove, Salvage and Replace Chink Link Fence
LF
35.50
$
350 - 21
Remove Existing Bollards
EA
1,446.20
$
350 - 22
Remove Block Wall
LF
163.40
$
350 - 23
Remove Existing Valve, Box, and Cover
EA
470.30
$
350 - 24
Remove Existing Hydrant
EA
742.00
$
350 - 25
Removal and Disposal of Debris from Right-of-Way
LS
1,048.60
$
350 - 26
Removal and Disposal of Miscellaneous Material
LS
1,048.60
$
351 - 1
Relocate Existing Traffic Signal Equipment
EA
TBN
401 - 1
Traffic Control Allowance
LS
TBN
405 - 1
Survey Marker/Brass Cap (MAG Det. No. 120, Type 'A')
EA
2,105.90
$
405 - 2
Survey Marker/Brass Cap (MAG Det. No. 120, Type 'B')
EA
2,105.90
$
430 - 1
Topsoil Plating and Grading
SY
43.80
$
430 - 2A
Salvage and Relocate Tree - 24-in Box
EA
TBN
430 - 2B
Salvage and Relocate Tree - 36-in Box
EA
TBN
430 - 2C
Salvage and Relocate Tree - 48-in Box
EA
TBN
430 - 2D
Salvage and Relocate Tree - 60-in Box
EA
TBN
430 - 2E
Salvage and Relocate Tree - 72-in Box
EA
TBN
430 - 2F
Salvage and Relocate Tree - 84-in Box
EA
TBN
430 - 3A
Salvage and Relocate Class A Saguaro Cactus
EA
TBN
430 - 3B
Salvage and Relocate Class B Saguaro Cactus
EA
TBN
430 - 3C
Salvage and Relocate Class C Saguaro Cactus
EA
TBN
430 - 3D
Salvage and Relocate Class D Saguaro Cactus
EA
TBN
430 - 4A
Salvage and Relocate Barrel Cactus - under 3-ft tall
EA
TBN
430 - 4B
Salvage and Relocate Barrel Cactus - 3-ft and taller
EA
TBN
430 - 4C
Salvage and Relocate Small Cactus - Hedgehogs, Pincushion, etc
EA
TBN
430 - 4D
Salvage and Relocate Octatillo
EA
TBN
430 - 4E
Salvage and Relocate Cholla
EA
TBN
430 - 5
Tall Pot Tree Planting (Trees to be picked up at the District Durango Yard)
EA
TBN
430 - 6
Landscaping Hydroseed Mix A
AC
TBN
430 - 7
Landscaping Hydroseed Mix B
AC
TBN
430 - 8
Landscaping Hydroseed Mix C
AC
TBN
430 - 9
Landscaping Hydroseed Mix D
AC
TBN
430 - 10
Sod
SY
TBN
430 - 11
Ocotillos (Bare Root)
EA
TBN
430 - 12
Container Cacti (5 Gallon)
EA
TBN
430 - 13
Shrubs (5 Gallon)
EA
TBN
430 - 14
Box Tree (24-inch)
EA
TBN
430 - 15
2' x 2' x 2' Landscape Boulder (0.5 Ton)
EA
2,901.80
$
430 - 16
4' x 4' x 4' Landscape Boulder (3 Ton)
EA
4,485.60
$
430 - 17
Erosion Blanket
SY
17.60
$
430 - 18
Rock Staining (Natina)
SY
9.50
$
430 - 19
Fence Staining (Natina)
LF
37.90
$
430 - 20
RCC/Concrete Staining (Natina)
SF
5.70
$
430 - 21
Metal Handrail Staining (Natina)
LF
7.60
$
432 - 1
Rock Mulch (3-inch Angular)
AC
195,864.10
$
440 - 1
Drip Irrigation System
LS
TBN
440 - 2
Landscape Irrigation System
LS
TBN
440 - 3
Irrigation Control System (Calsense)
EA
TBN
440 - 4
Irrigation Control System (LEIT Solar)
EA
TBN
440 - 5
2-inch Water Service Tap & Meter
EA
TBN
440 - 6
2-inch Backflow Preventer Reduced Pressure
EA
TBN
505 - 1
Reinforced Concrete Channel Liner (6-in Min.)
SY
327.80
$
505 - 2
Reinforced Concrete Channel Liner (8-in Min.)
SY
355.80
$
505 - 18
Reconstruct Irrigation Ditch
SY
54.50
$
505 - 25
Fiber-Reinforced Concrete Channel Liner (6-in Min.)
SY
284.60
$
505 - 26
Fiber-Reinforced Concrete Channel Liner (8-in Min.)
SY
316.40
$
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".
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
EXHIBIT A
SCOPE OF WORK
CONTRACT FCD 2024C006
JOB ORDER CONTRACT
EARTHWORK SERVICES AND DEBRIS REMOVAL
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
GENERAL
Under the Director's general supervision, the Contractor shall perform Earthwork and Debris
Removal services. In addition, the contractor will 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 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 under 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
Construction and repair services may include, but are not limited to, supplying all labor, material,
and equipment on an as-needed basis to provide earthwork and related construction services,
including the following:
Channel and roadway excavation; structural excavation and backfill; fill, subgrade
preparation; riprap and rock mulch placement; grouted riprap, erosion control; removal
and disposal services; transparent and grubbing, rock mulch placement.
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.
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
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 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 will be based on unit prices that do not exceed the unit
prices identified in the Unit Price List of Exhibit B.
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
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, include all direct and indirect costs
associated with each work assignment of this Job Order Contract. The unit prices 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.)
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 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)
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
SUPPLEMENTARY GENERAL
CONDITIONS
JOB ORDER CONTRACT FCD 2024C006
Earthwork Services and Debris Removal
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
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Job Order Contract FCD 2024C006
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
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Job Order Contract FCD 2024C006
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
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Job Order Contract FCD 2024C006
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.
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Job Order Contract FCD 2024C006
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
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Job Order Contract FCD 2024C006
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
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Job Order Contract FCD 2024C006
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.
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Job Order Contract FCD 2024C006
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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
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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
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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.
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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:
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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
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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.
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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.
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SUBMITTED TO:
Flood Control District
of Maricopa County
STATEMENT OF QUALIFICATIONS FOR
Job Order Contractor
Serial #240008-JOC
Contract #2025C003-2024C010
Due Date: Thursday, January 25, 2024
Due Time: 2:00 p.m. MST
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
8333 E. Hartford Drive, Scottsdale, AZ 85255
Phone (602) 431-2111 | Fax (602) 431-5952
An Equal Opportunity Employer
Burnsville MN | Scottsdale AZ | Corona CA | Aurora CO | West Valley City UT | Carlin NV
January 25, 2024
Flood Control District of Maricopa County
Mr. Paul Shamrock, Procurement Officer
paul.shamrock@maricopa.gov
Re: Request for Qualifications – Job Order Contractor
Serial #240008-JOC, Contract #2025C003-2024C010
Dear Mr. Shamrock and Members of the Selection Committee:
The rehabilitation of aging infrastructure is critical. To best safely and cost effectively provide the
repair and modification services to various flood control structures throughout Maricopa County, it is
important that FCDMC team with construction professionals who will work as an extension of your
staff and provide the highest caliber services for your projects. Ames Construction is that team.
Safety is NUMBER 1 at Ames Construction, and this is why Ames makes Early Partnering a priority
for any job we undertake. Without effective communication and leadership, even the best team can
fall short of its goals. For this JOC, Dayna Duffy will lead a team of superintendents and estimators
for Concrete Placement and Repair, Earthwork and Debris Removal, and Storm Drain Repair and
Replacement.
Since 2016, Dayna has been the Project Manager on 10 JOCs for 5 clients, including FCDMC,
MCDOT, and the cities of Peoria, Mesa, and Surprise. She has successfully led teams on 114
jobs in the last 8 years alone! These numbers speak to Dayna's ability to integrate all members
of a project team to hit all project goals and deliver projects on time and within budget. Dayna will
oversee a thorough assessment of all project areas and, in partnership with FCDMC, develop cost
effective recommendations to deliver lasting improvements, just as Ames has successfully done for
other clients for over 60 years.
If you need additional information, please contact me by phone at (602) 431-2111 or by email
at jerrymiller@amesco.com. On behalf of Ames Construction, I look forward to your favorable
consideration and the opportunity to build a strong partnership with the Flood Control District of
Maricopa County.
Sincerely,
Ames Construction, Inc., a Minnesota Corporation
Gerard F. Miller
President, Southwest Region
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Qualifications for JOC for the Flood Control District of Maricopa County
1
Concrete
Placement and
Repair Services
Earthwork
Services and
Debris Removal
Storm Drain
Repair and
Replacement
INTRODUCTION OF AMES CONSTRUCTION
For over 60 years, Ames has maintained a successful and safe record of self-
performance and management of heavy civil projects including flood control,
municipal roadway improvements, and drainage projects. Our experience
and the experience of our management staff, field supervision, and craft
workers ties closely with three of the four scopes of work identified in this Job
Order Contract. The Scopes of Work (SOW) for which Ames is submitting our
qualifications include Concrete Placement & Repair Services, Earthwork
Services & Debris Removal, and Storm Drain Repair & Replacement.
Ames has not performed a project with the JOC delivery method, but we
have extensive experience with CMAR, Progressive Design-Build, Design-Build, and Early Contractor
Involvement for our private clients. Experience with these delivery methods translates to the JOC
process because they all include pre-construction management, multiple cost estimates, and fast-paced
construction delivery.
Our commitment to starting a JOC group within Ames started by hiring Dayna Duffy. She has the extensive
JOC experience needed to manage our JOC pursuits, starting with the Flood Control District of Maricopa
County. Dayna will be the primary point of contact, supported by superintendents who have a long history
with Ames.
Since establishing a regional office in Arizona in 1986, Ames continues to maintain a superior record of
safety with alternative methods of project delivery. We have performed numerous City, County, and DOT
projects that have components of work relative to the services needed for this FCDMC JOC solicitation.
Our significant alternative delivery experience allows us to provide award winning projects, as we have for
Maricopa County, ADOT, and the City of Peoria, where we proved our ability to be a true partner not just to
the Owners but to all stakeholders.
In addition, Ames has a large network of subcontractors that we can count on to ensure that we
consistently deliver projects on time and within budget. We have the management, manpower, and
equipment ready to start work today.
We have put together a management team that is experienced working with municipalities on JOC, CMAR,
and hard bid work. Our team is committed to partnering and working through the cost model with full
transparency.
Qualifications for Job Order Contractor for
the Flood Control District of Maricopa County
Ames Construction
hold a Class A
General Commercial
License,
#074995
Ames has self-perform
capabilities to make many
of the concrete placement
and repairs identified in this
JOC SOW. This includes box
culverts, junction boxes,
retaining walls, and drop
structures. Work including
sidewalks, curb and gutter,
and valley gutter aprons can
be self-performed or subcon-
tracted out.
Ames has the ability to
self-perform every scope
identified and we have the
crews and equipment avail-
able at a moment's notice
to tackle emergency repair
services. This includes ex-
cavation and backfill opera-
tions, riprap and rock mulch
placement, erosion control
work, and debris removal and
disposal services.
Our experience building box
culverts, catch basins, and
storm drainage systems
makes this SOW a perfect fit
for our labor and equipment
resources. Our foremen and
superintendents know how to
work in confined spaces, and
how to work safely and pro-
ductively in the challenging
work environments presented
for this type of work.
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Qualifications for JOC for the Flood Control District of Maricopa County
2
The 27th Avenue Retention Basin project was a joint
project between the City of Phoenix and Flood Control
District of Maricopa County. The project used fast-
tracked construction activities to provide relief for
homeowners and businesses impacted by torrential
flooding in 2014. The construction elements for this project
represent the type of work that will be encountered with all
the JOC Scopes of Work for which Ames is submitting, and
was built with the high level of quality that Ames will provide
on any Work Assignment assigned by the FCDMC.
Owner: City of Phoenix / FCDMC
Original/Final Constr. Cost:
$4.5M / $4.3M
Construction Dates:
10/2015-12/2016
Reference:
Joel McCarty, Stanley Consultants
(602) 333-2590
1. PRIOR EXPERIENCE
27th Avenue & South Mountain Avenue Retention Basin
City of Phoenix Administered - Joint Project with Flood Control Dist. of Maricopa County
Concrete
Earthwork
Stormwater
Ames installed 760 lft of concrete
maintenance ramps and 1600
lft of low flow concrete channel
for the storm drainage system
to empty into. The project had
multiple storm drain catch
basins, headwalls, and outlet
structures. In addition, grouted
rip rap and rock mulch was
installed to prevent future
erosion.
Ames excavated 610,000 cy of
embankment material resulting in
a 36-acre/128-acre-foot basin that
can retain water in torrential rainfall
events. This included coordination
of haul routes, obtaining haul route
permits, and coordinating traffic
control that provided a safe haul
environment for people living in the
neighborhood.
Installation of 960 lft of storm
drain that ranged from 24
to 60 inches in diameter.
This included the installation
of catch basins and outlet
structures. Grouted riprap
and rock mulch was installed
to protect areas that would
be subject to erosion during
future rainfall events.
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Qualifications for JOC for the Flood Control District of Maricopa County
3
This project had many elements relevant to the JOC
including constructing the east-west arterial crossing of the
Agua Fria River, as well as roadway improvements, utility
relocations, and arterial streets on Deer Valley Road. Ames
widened a portion of Williams Drive, built the bridge between
the east end of Williams Drive and the west end of Deer Valley
Road, installed two roundabouts, added a pedestrian-activated
crosswalk signal, and upgraded drainage facilities on the McMicken
Dam Outlet Wash. Ames coordinated with several stakeholders,
including FCDMC, ADOT, MCDOT, City of Peoria, APS, other utility
companies, local businesses, and residents. Ames managed issues
with overhead power on the project and seasonal water flows in the
river, delivering the bridge and roadway opening one month before
schedule.
Owner: Maricopa County DOT
Original/Final Constr. Cost:
$32.6M / $33.1M
*Over budget due to owner
increased scope during
construction.
Construction Dates:
5/2021-8/2022
Reference:
Zack Davis, MCDOT
(602) 290-4215
Deer Valley Road: El Mirage to 109th Avenue |
Maricopa County Department of Transportation
Concrete
Earthwork
Stormwater
An 11 barrel 10’ x 6’ concrete
box culvert was extended
45 feet upstream in the
McMicken Dam Outlet Wash
to accommodate widening of
Williams Drive. In addition,
Ames installed multiple
concrete headwalls and catch
basins to control storm drain
runoff.
This project included clearing and
grubbing and removal of debris from
existing box culverts. Ames removed and
salvaged a large quantity of riprap for
reuse out of the McMicken Dam Outlet
Channel for reuse when the box culvert
extension was completed. For earthwork,
there was approximately 13,000 cy of
channel excavation and 82,000 cy of
roadway excavation.
The storm drain system
was upgraded with 3200
lft of new RGRCP pipe
ranging from 15 to 24
inches. Ames also installed
approximately 60,000 cy of
riprap for channel and bank
protection.
1. PRIOR EXPERIENCE
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Qualifications for JOC for the Flood Control District of Maricopa County
4
Ames led the Design-Build for the reconstruction of 3.75 miles of
Mariposa Road (SR 189) to improve international trade and safety,
with a new connection that links the port of entry at Mariposa
Road with Interstate 19. Upgrades to Mariposa Road included
flyover ramps that connect the busy Nogales city street with I-19,
which is helping speed the flow of commerce between Mexico
and Arizona. This project crossed Mariposa Wash and had flood
control components that are relevant to this JOC. As a Design-
Build, Ames worked closely with designers to develop a new storm
drainage system for the project. Ames also developed critical
scour protection for the bridge structures that crossed Mariposa
Wash.
Owner: Arizona Department
of Transportation
Original/Final Constr. Cost:
$82.1M / $83.9M
*Over budget due to owner
increased scope during
construction.
Construction Dates:
3/2020-9/2023
Reference:
Jeremy Moore, ADOT
(520) 310-7693
SR 189: International Border to Grande Avenue | ADOT
Concrete
Earthwork
Stormwater
Ames coordinated the design
and installed three cast-in-
place concrete box culverts
consisting of 10x5, 10x4,
and 8x4 box culverts. These
were installed while working
through winter and summer
storm events.
This project had 72,000 CY of roadway and
drainage excavation. In conjunction with
this was the installation of bridge abutment
scour protection in the Mariposa Wash. This
work was critical and had to be constructed
between heavy rainfall events in steep/
rugged terrain adjacent to the mountainous
region around Nogales.
Ames coordinated design
and installation of a new
storm drainage system
using HDPE pipe ranging
from 18 inches to 54 inches.
In total 6081 lft of new storm
drain was installed.
1. PRIOR EXPERIENCE
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Qualifications for JOC for the Flood Control District of Maricopa County
5
Ames Construction is a BNSF preferred contractor
with experience working on fast-track repair
projects and emergency jobs. On this recent
project in Holbrook, AZ, we worked with BNSF to
replace existing rail crossings with new 80-foot grade
crossing surfaces. This project was completed in 3 days, including the
completion of the grade crossings in two 12-hour shifts. Ames self-performed
removals of the existing rail crossings, after BNSF crews cut the rail. We
installed underdrain systems, 6-inch GEOWEB with subballast, all approach
grading work, and managed paving and striping subcontractors. During the
process, Ames’ Superintendent Rusty Hutchison coordinated with BNSF
flaggers for trains passing through and with BNSF track crews who would
install ballast and rail. This is a recent relevant example of the expertise
Ames brings when it comes to working for and coordinating with BNSF using a
procurement process that is very similar to the JOC process.
Owner: BNSF
Original/Final Constr. Cost:
$255K / $314K
*Over budget due to owner
increased scope during
construction.
Construction Dates:
10/2022-10/2022
Reference:
Rafer Nichols
(817) 471-6614
Navajo Boulevard Crossing | BNSF
The 2-mile-long project from Loop 303 to Lake
Pleasant Parkway (LPP) included widening and
transportation improvements of this major east-
west arterial roadway between north Peoria and
the Vistancia Development. Construction was scheduled to accommodate
high volumes of traffic, making it possible to keep cars moving while still
achieving an aggressive 1-year construction schedule. The project added
two lanes to the LPP and widened the bridge across the Agua Fria River
to accommodate six lanes of traffic; improved traffic signals; added and
upgraded street lighting, stormwater control (extending and improving catch
basins, box culverts, and project grading), and water quality (first flush
basins); and upgraded landscaping and decorative fencing to reflect the
community. Construction was meticulously detailed around the very busy
retail intersection of Lake Pleasant Parkway and Happy Valley Road. This project is relevant to the JOC for the
amount of storm drain work & scour/bank protection that was installed in the Agua Fria river.
Owner: City of Peoria
Original/Final Constr. Cost:
$19.4M / $20.3M
*Over budget due to owner
increased scope during
construction.
Construction Dates:
8/2019-8/2020
Reference:
Chris Anderson, City of Peoria
(623) 773-8439
Happy Valley Improvements | City of Peoria
Concrete
Earthwork
Stormwater
Concrete replacement and repairs were
done on multiple existing storm drainage
catch basins, multiple driveways were
rebuilt, and first flush structures were
installed throughout the project. New
cast-in-place box culverts were also
installed to manage storm drainage.
This project had 46,000
CY of roadway excavation,
riprap bank protection, and
scour protection at the bridge
abutment locations. It also
included new landscaping
throughout the project.
This project had 1321 lft of
RGRCP storm drainage pipe
ranging from 15 inches to 18
inches. Ames also extended and
improved multiple catch basins
and we installed first-flush-
basins to improve water quality.
Concrete
Earthwork
Stormwater
Ames relationship with the BNSF Railway has been in place since 1995 and this is a prime example of a
client that we do complete projects for ranging from $300K up to $200M and everything in between. To date
we have finished over 100 projects with them including emergency work projects that are typically the result
of storm damage and flooding. This is relevant to this JOC because it shows that we can provide quick turn
around times on estimates and quickly transition to construction, providing expedited delivery where every
minute has a financial impact on the BNSF. Ames will bring those capabilities to the FCDMC for any or all of
the Scopes of Work for which we are submitting.
1. PRIOR EXPERIENCE
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Qualifications for JOC for the Flood Control District of Maricopa County
6
KEY
PERSONNEL
CURRENT MAJOR ASSIGNMENT |
TIME COMMITTED | END DATE
TIME AVAILABLE FOR
THIS PROJECT (%)
PRECON
CONSTRUC-
TION
Dayna Duffy
In-House BD | Available Immediately
100
100
Casper Boyer
Fine Ore Stockpile | 50% | Available as Needed
30
100
Rusty Hutchinson
Lone Tree Overpass | 30% | Available as Needed
30
100
Nick Chaddock
Morenci Mines | 50% | Available as Needed
30
100
Ken Hudson
Regional Estimator | Available Immediately
100
30
David Maximoff
Regional Estimator | Available Immediately
100
30
Mike McGilton
Regional Estimator | Available Immediately
100
30
PROJECT MANAGER
DAYNA DUFFY
FLOOD CONTROL DISTRICT
OF MARICOPA COUNTY
PROJECT MANAGER
EXECUTIVE SUPPORT
CHRIS KANE
ESTIMATOR
DAVID MAXIMOFF
SUPERINTENDENT
RUSTY HUTCHISON
ESTIMATOR
KEN HUDSON
SUPERINTENDENT
CASPER BOYER
ESTIMATOR
MIKE McGILTON
SUPERINTENDENT
NICK CHADDOCK
Key Personnel
2. PROJECT TEAM
Ames has assembled an experienced project team that appreciates the needs and expectations of
FCDMC. We know collaboration is key to successfully delivering solutions that:
¾ have minimal impact to the public
¾ maintain all levels of service throughout construction
¾ keep costs and the project schedule in check
Project Manager Dayna Duffy will ensure teamwork through open lines of communication with FCDMC
to protect your interests at all times. Project Superintendents Casper Boyer, Rusty Hutchison, and
Nick Chaddock will be hands on alongside Dayna, supervising construction of the projects and offering
construction solutions during design, cost, and schedule developments. Casper, Rusty, and Nick together
bring an average of over 31 years of construction experience to the table, and have a working relationshp
that spans nearly 20 years at Ames Construction. This kind of experience working together, under the
leadership of Dayna, means our teams will be on the same page, reliable, and ultimately will provide the
best and most cost effective solutions to the FCDMC.
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Qualifications for JOC for the Flood Control District of Maricopa County
7
Casper Boyer
Superintendent -
Concrete
Rusty Hutchison
Superintendent -
Earthwork
Nick Chaddock
Superintendent -
Stormwater
For 38 years, Casper has honed
his experience to include mill
expansion, bridges, retaining walls,
sound walls, concrete junction
structures, box culverts, and
channel linings. He has proven his
ability to forecast, schedule, and
plan the work, and has resolved
challenges at the field level
through detailed strategies for
formwork and complex concrete
placements. He approaches every
project as a partnership and will
use this experience to assist
Dayna to ensure project success
for all job assignments.
Throughout his 30-year career,
Rusty has safely excavated over
1 billion cubic yards of earthwork.
This experience of tackling the
logistics of moving large volumes
of excavation makes him the
ideal superintendent to partner
with the Flood Control District.
His accurate project scheduling,
budget control, training, and
leadership in collaborative work
environments benefit project
owners and stakeholders alike.
Nick’s 26 years of experience
supervising complex stormwater
system projects includes
extensive experience installing
storm drain in varying soil
conditions and varying depths
of excavations. He is familiar
with shoring methods so
workers and inspectors are safe
throughout the storm drainage
installation process. Nick also
has experience overseeing
Ames’ structure foremen for
associated concrete work on
this project.s includes cast-in-
place box culverts, catch basins,
inlet and outlet structures, and
outfall structures. Nick will work
closely with Dayna on
any stormwater related
projects.
DAYNA DUFFY
Your Project Manager
Dayna brings 25 years of construction industry experience, from her
start as a construction office administrator to project coordination,
public relations, and project management. Her experience and
strong relationships with owners and project personnel are the
result of partnering with many local agencies and municipalities,
including the Flood Control District of Maricopa County. She has the
extensive experience that is needed to successfully manage and complete all Job Orders for
the FCDMC, on time and on budget, due to her impeccable and thorough strategic planning
and communication skills. For this JOC, Dayna will be responsible for logistics planning,
project administration, cost and schedule control, construction management, and consistent
coordination with the District across all job orders to ensure that Ames meets the expectations
of all stakeholders. In addition, her knowledge of the pre-construction process gives her a
greater awareness of how to create efficiencies for her crews that work in and around residential
neighborhoods and businesses. Dayna will lead the development of accurate schedules and
budgets, and make certain that construction activities operate efficiently.
10 JOCs
114
5 Clients
Project Manager for
Total Jobs
FCDMC, MCDOT, Peoria,
Mesa, Surprise
— David Wilkins, P.E.,
Engineering Program Manager (JOC Program) City of Mesa
“
”
Dayna has shown her understanding of the process to have a
successful JOC program which includes working together as a
team with owners, designers, subcontractors, outside utilities, the
community in general, and many other Stakeholders working toward
a common successful goal.
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Qualifications for JOC for the Flood Control District of Maricopa County
8
3. SUBCONTRACTOR SELECTION PLAN
SUBCONTRACTOR SELECTION /
ENGAGEMENT
Ames’ Subcontractor Selection Plan selects
subcontractors through a qualifications-based
selection following ARS 34-603. Our extensive
network of local subcontractors will allow us to
efficiently provide the Flood Control District of
Maricopa County with competitive pricing and
provides opportunities to the local subcontractor
community. During preconstruction, Ames will work
with the FCDMC to establish a list of prequalified
subcontractors.
Ames’ presence in the Valley for almost 40 years
has enabled us to build an extensive local bidders
list derived from subcontractors registered with
Ames, team experience on similar scopes, and other
subcontractor databases available from the FCDMC,
ADOT, and other local agencies. The subcontractor
solicitations will summarize important bid information,
including the scope of work, bid conference details
when applicable, deadlines, and contact information.
SELF-PERFORMED
SUBCONTRACTED
9 Roadway Grading
9 Aggregate Base
Installation
9 Survey & Utility
Locates
9 Drainage Excavation
9 Storm Drainage Work
9 SWPPP & Environ-
mental Installation &
Monitoring
9 Removals &
Demolition
9 Asphalt Paving
9 Micro Seal /
Surfacing
9 Asphalt Milling
9 Curb & Gutter /
Concrete Sidewalks
9 Electrical & Signal
Work
9 Signage & Striping
9 Landscape
PROPOSED SELECTION METHOD
Our rigorous prequalification process ensures that
the best value and most qualified subcontractors
are used for your project. This plan provides a
framework for Ames to work with the FCDMC to
select subcontractors based on qualifications alone
versus qualifications and price. Once prequalified
and chosen, each subcontractor will be integrated
into our project team to create a collaborative culture
that demands safety, delivers quality, and celebrates
milestone achievements. For this project, Ames does
not foresee the need to have any subcontractors
selected on qualifications alone. We have the
knowledge to coordinate with design for all scopes of
work. Our plan is to prequalify subcontractors and get
competitive pricing for all scopes of work so you get
the best value out of the JOC process.
FLOOD CONTROL PROCEDURE
FAMILIARITY
Ames’ Project Manager Dayna Duffy is very familiar
with your procedures, having served as a Project
Manager on multiple FCDMC projects including
4 years on JOC projects. This includes Sun City
Access Ramp at Spanish Garden Dr & Dysart
Road alignment. This section of the channel had
no ingress/egress access, which made it difficult
for FCDMC to maintenance the area. The project
consisted of cutting into the existing channel to create
a reinforced concrete ramp for access, shotcrete
channel lining, safety railing, subgrade prep, traffic
control, and constant communication with FCDMC
and the residents that surrounded the project.
Ames works with multiple municipalities. Even though
this is our first JOC proposal, we do not anticipate an
issue fitting within FCDMC procedural requirements.
Our team is familiar with MAG guidelines, the
importance of working with FCDMC inspection staff,
and the value of promoting a partnering approach as
we build our relationship with you.
9 Invite three to five subcontractors
per trade for each scope
9 Verify scope capture is complete
9 Manpower, schedule, and commitment
review
9 Flood Control District input
9 Subcontractor award
9 Track schedule
9 Monitor performance
9 Daily quality control
verification
9 Frequent and open
communication
9 Document results
9 Safety record
9 Performance history
9 Financial integrity
9 Bonding capacity
9 Quality
9 Claims history
1
2
3
PREQUALIFICATION
BID PROCESS
POST AWARD
SUBCONTRACTOR SELECTION PROCESS
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Qualifications for JOC for the Flood Control District of Maricopa County
9
4. PROJECT MANAGEMENT PLAN
TASKS
P R E C O N S T R U C T I O N
Ames Contacted
by FCD
Ames' Initial Review of
Project Information
Scope of Work is identified to
select Superintendent and
Estimator with best qualifications
for the work assignment.
On-site meeting is important to
get all involved on the same page.
Provides a better understanding of
the proposed assignment and the
best-value that benefits FCDMC.
Ames Estimating
Process
Estimate
Refinement/
Value Engineering
Coordinate an On-site
Meeting 2-3 Days
from Initial Contact
Ames Generates
Open Book Estimate
Open Book Estimate
Review Meeting
Work Assignment
Issued to Ames
Ames Construction, Inc.
17099
CMGC UPRR VAFB Bridge
Bryan Mueller
Direct Cost Report
Activity
Desc
Quantity
Unit
Perm
Constr
Equip
Sub-
Resource
Pcs
Unit
Cost
Labor Material Matl/Exp
Ment Contract
Total
BID ITEM
= 100
CLIENT# = 100
Land Item SCHEDULE:
1
100
Description =
STRUCTURAL STEEL (A709 GRADE 50) DECK PL
Unit =
LBS
Takeoff Quan: 1,000,000.000
Engr Quan:
1,000,000.000
STRUCTURAL STEEL (A709 GRADE 50) DECK PLATE GIRDER SPANS - WITH METALIZED COATING
508060
Unload & Stage Material
Quan:
25.00 LD
Hrs/Shft:
8.00
Cal: 40
WC: CA6217
**Unreviewed
Unloading material.
Total Weight = 1,000,000 LBS
Loads = 1,000,000 LBS / 40,000 LBS = 25 LDS
3FW01
(Mod) Falsework Crew - 5 Men
24.00
CH
Prod:
0.9600 HU
Lab Pcs:
6.00
Eqp Pcs:
3.00
8CR100C
100 TON CRAWLER
1.00
24.00 HR
91.000
2,184
2,184
8PICKUPH
FOREMAN PICKUP
1.00
24.00 HR
10.000
240
240
8TH103
CAT TH103 FORKLIFT
1.00
24.00 HR
35.000
840
840
C1
CARPENTER-JOURNEY
3.00
72.00 MH
40.530
5,277
5,277
CF
CARP FOREMAN
1.00
24.00 MH
43.530
2,090
2,090
OPC2
C11 CRANE OPER 100 T
1.00
24.00 MH
49.350
2,246
2,246
OPCO
C01 CRANE OILER
1.00
24.00 MH
45.350
2,116
2,116
$14,992.65
5.7600 MH/LD
144.00 MH
[ 249.427 ]
11,729
3,264
14,993
508070
Erect Structural Steel Deck Plate Girder
Quan:
1,000,000.00
LBS Hrs/Shft:
10.00
Cal: 50
WC: CA6217
**Unreviewed
Subcontractor for Deck Plate Girder Erection.
Qty = 1,000,000 LBS
4Z40745
Bridge Erection
1.00
1,000,000.00
LBS
0.850
850,000
850,000
508080
Field Welding
Quan:
1.00 LS
Hrs/Shft:
10.00
Cal: 50
WC: CA6217
**Unreviewed
Figure field welding for 10 shifts.
3WELD
(Mod) Welder
100.00
CH
Prod:
100.0000 HU
Lab Pcs:
6.00
Eqp Pcs:
4.00
8W400
400 AMP WELDER
2.00
200.00 HR
8.270
1,654
1,654
8WR
WELDER'S RIG
2.00
200.00 HR
8.270
1,654
1,654
W1
G06 WELDER
6.00
600.00 MH
46.780
57,401
57,401
$60,708.56
600.0000 MH/LS
600.00 MH
[ 30874.8 ]
57,401
3,308
60,709
508100
Unload & Install Metal Decks
Quan:
1.00 LS
Hrs/Shft:
10.00
Cal: 50
WC: CA6217
**Unreviewed
Unload and install metal decks during curfews.
PILE3
(Mod) PILE DRIVING SUPPORT CREW
50.00
CH
Prod:
5.0000 S
Lab Pcs:
7.00
Eqp Pcs:
3.00
8CR100C
100 TON CRAWLER
1.00
50.00 HR
91.000
4,550
4,550
8TH103
CAT TH103 FORKLIFT
1.00
50.00 HR
35.000
1,750
1,750
8W400
400 AMP WELDER
1.00
50.00 HR
8.270
414
414
CPW
CARP WELDER/PILEMA 5.00
250.00 MH
41.530
19,900
19,900
OPC2
C11 CRANE OPER 100 T
2.00
100.00 MH
49.350
9,946
9,946
$36,558.80
350.0000 MH/LS
350.00 MH
[ 16849.25 ]
29,845
6,714
36,559
508940
Waterproofing
Quan: 11,000.00 SF
Hrs/Shft:
8.00
Cal: 40
WC: CA6217
**Unreviewed
Subcontrator for waterproofing application.
4Z40820
Waterproofing
1.00
11,000.00 SF
20.000
220,000
220,000
508950
Thermal Spray Coating
Quan:
100.00 GAL Hrs/Shft:
8.00
Cal: 40
WC: CA6217
**Unreviewed
Subcontractor for thermal spraying.
4Z40480
Painting
1.00
100.00 GAL
500.000
50,000
50,000
508960
Risk & Contingency
Quan:
1,000,000.00
LBS Hrs/Shft:
10.00
Cal: 50
WC: CA6217
**Unreviewed
Risk mitigated through workshops & design review meetings.
3Z42000
Risk & Conting@107.75%
1.00
1,000,000.00
LBS
0.000
OPEN-
OPEN-
BOOK
BOOK
ESTIMATE
ESTIMATE
D. Duffy
D. Duffy
D. Duffy C. Kane
D. Duffy
D. Duffy
Estimator
Estimator
FCD
FCD
Super.
SUBCONTRACTOR SELECTION PLAN – PROCEDURES
For each Work Assignment that is issued by FCDMC, Ames will follow the subcontractor selection plan that is
outlined in Section 3 with the following additional steps.
1. Ames will identify specific scopes to be subcontracted out and develop a scope of work, start date, and
schedule duration for the work.
2. With this work falling within a short duration schedule, we will confirm that subcontractors quoting have the
“Current Resources” needed to begin as well as to finish their respective scope of work on time.
3. Ames will work with FCDMC to determine if there are issues that need to be addressed with any one of the
subcontractors. If a subcontractor is currently having a performance issue, they may be disqualified from
quoting on a specific work assignment.
4. Once subcontractors are selected, our Superintendents will support their efforts and make sure we are
successful through construction.
PROJECT MANAGEMENT PLAN – INTRODUCTION
Ames does not have municipal JOC experience, but we do have experience delivering projects with similar
delivery methods, including CMAR, CMGC, Progressive Design-Build, Design-Build, Best Value, and Early
Contractor Involvement. We identified that the JOC process will have nuances that we need familiarity with,
so we hired Dayna Duffy to run our JOC program. Her experience on 114 JOC projects leaves no doubt that
Ames' JOC project with the FCDMC will be successful. The following is an outline of how the process will be
managed, along with an explanation of what is happening behind the scenes to make this a success.
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Qualifications for JOC for the Flood Control District of Maricopa County
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TASKS
C O N S T R U C T I O N
• Materials
• Site Specific Safety Plan
• TC Plans (if needed)
• Schedule
• Permits (if needed)
• Arizona 811 (formerly Blue
Stake)
• Long-lead Items
Superintendent leads day to day
construction activities.
Dayna and the Superintendent
will hold weekly/bi-weekly
meetings.
Post construction close-out
of documents. Starts from the
onset of each work assignment,
continues through final site walks
with FCD, quantity verification,
and final As-Built drawings.
Submittal Process
Construction
Submit Closeout Docs
Work Assignment
Complete
Request Substantial
Completion & Project
Walk Through
Kick-Off Meeting
D. Duffy
D. Duffy
D. Duffy
D. Duffy
Crews
FCD
Super.
Super.
4. PROJECT MANAGEMENT TEAM
— Matt Oller, Operations Branch Manager,
Flood Control District of Maricopa County
“
”
Dayna's meticulous approach to JOC procurement
processes has significantly contributed to the efficiency
of our project acquisition, ensuring that the selection of
contractors aligns seamlessly with project requirements.
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Qualifications for JOC for the Flood Control District of Maricopa County
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6. TEAM APPROACH CAPABILITY
5. BUDGET AND SCOPE MANAGEMENT CAPABILITY
Ames has built relationships with our public and private clients through our performance, integrity, and
selection of projects that we build. We will hold partnering meetings to establish a collaborative environment,
establish a communication matrix, and set project goals based on FCDMC and the project’s needs. We will
foster this effective communication from day one, because we believe in EARLY PARTNERING. This effort
gives all parties inolved an opportunity to engage with one another to proactively identify any challenges as
well as solutions to those challenges. A Project Partnering/Kickoff Workshop is the ideal platform to establish
an open, collaborative, and transparent environment for all team members.
Common objectives for Partnering include promoting safety, claims avoidance, eliminating delays, delivering
higher quality, environmental compliance, on budget performance, and public approval. We strongly believe
that Partnering is a relationship in which:
¾ Trust and open communications are encouraged and expected from all participants.
¾ All parties address and resolve issues and problems promptly and at the lowest possible level.
¾ All parties have identified common goals.
¾ Partners seek input from each other to find the best solutions to problems that may arise.
Under the management of Dayna Duffy, Ames will hold weekly progress meetings to address any issues or
concerns, discuss the project schedule, coordinate work, and plan the week ahead. Ames does not work in
a vacuum. FCDMC and all subcontractors will be kept well informed of all project progress.
Ames’ record of successful partnering has resulted in 18 partnering awards!
Ames has systems in place that allow us to manage budget and scope from projects with small scopes of
work to large scale projects. Our construction phase approach will allow our project manager, Dayna Duffy,
to work with superintendents and foremen to make sure the project stays on track. We have found that
construction planning and risk management can be used to develop accurate construction schedules. This
results in allowing Ames to manage field operations without interruption when we are in the field, resulting
in work assignments that are completed on budget without scope creep.
To support the efforts that make us successful in Budget and Scope Management, Ames utilizes software
programs to develop reports, document meetings, perform constructability reviews and risk assessments,
schedule work activities, and manage cost. These include:
¾ Microsoft Office Suite
¾ Adobe Creative Cloud
¾ Blue Beam
¾ Primavera P6 and Expedition
¾ On Screen Takeoff Software
¾ Terramodel
¾ AGTEK
¾ HCSS Bid Software
¾ eCMS Financial Reporting
¾ BIM/Navisworks
¾ FAA Registered Drones
¾ Sharepoint
CONSTRUCTION
ACTIVITIES FOR BUDGET & SCOPE APPROACH
Planning
Preparing for Closeout from Day 1 Gets Us to the
Finish Line on Time and Maximizes Design-Build
Scheduling
Managing
¾ Work Planning
Matrix
¾ Pre-Activity
Mtgs
¾ Op. Work Plans
¾ Hazard
Analysis
¾ Survey Plan
¾ Safety Plan
¾ Quality Plan
¾ Env. Plan
¾ CPM Schedule
Updates
¾ 90-Day Work
Schedule
¾ 3-Week Look
Aheads
¾ Daily Jobsite
Meetings
¾ Staging and
Just in Time
Materials
Delivery
¾ Risk
¾ Safety, Quality,
Env. Compliance
Programs
¾ Safety and Quality
Audits
¾ Cost and Quantity
Tracking
¾ Weekly Labor
Reports
¾ Monthly Cost
Reports
¾ DBE/Sub.
Utilization
¾ Doc. Constrol
Systems
CLOSEOUT
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Qualifications for JOC for the Flood Control District of Maricopa County
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8. SAFETY
7. EXPEDITED COMPLETION OF PROJECT
Ames’ culture of safety places an emphasis on personal responsibility and accountability for all employees
and subcontractors. Our objective of Zero Incidents begins at the top, is driven through the regional ranks,
and ultimately to local field crews. Ames’ craft and front-line supervision is empowered to lead daily safety
briefings with all employees under their supervision to maintain maximum hazard awareness. Our goal
is to be an industry leader in setting the bar for safety standards and achieving best-in-class results.Our
commitment to safety is reflected in Ames' EMR of 0.80 for 2023. Copies of Ames’ OSHA 300A logs for 2022
and 2023, Safety Manual, and Substance Abuse Program are included as attachments at the end of this
Statement of Qualifications.
2022 OSHA Form 300A
2023 OSHA Form 300A
PRACTICES, PROCEDURES, AND RESOURCES
Our Project Management Plan in Section 4 outlines the process that Dayna will implement to save time on
any project work assignment that is issued to Ames as a JOC. In addition, we will save time by having the
appropriate labor, equipment, and material resources to finish any given work assignment.
Dayna Duffy is Ames #1 resource with regard to carrying out the practices and procedures outlined in this
proposal. She knows FCDMC’s JOC process extremely well, and Ames’ regional management will make
sure she has all the support she needs to perform the requested work in a safe, timely, and cost-effective
manner. This includes Superintendents Rusty Hutchison, Casper Boyer, and Nick Chaddock, depending on
the Scope of Work. In addition, Dayna has engineering resources available to her from our regional office, as
well as the labor and equipment resources that have made us successful on previous projects.
SIMILAR PROJECTS
The projects listed in Section 1 are examples of projects that had the same practices and procedures
employed to complete the project on time or ahead of schedule that relate to this project. The following are
examples from Section 1:
¾ Deer Valley Road: El Mirage to 109th Avenue – Finished 1 Month Ahead of Schedule
¾ BNSF Navajo Boulevard Crossing – Fast Track, Finished in 3 Days
¾ 27th Avenue & South Mountain Retention Basin – Fast Track, Finished within Contract Time
LOCAL PERMITTING AGENCIES
Dayna Duffy understands the permitting process with local permitting agencies and she will make sure that
schedules reflect the time needed for permits. The approach of having realistic permitting durations allows
Dayna to work with FCDMC management during preconstruction to develop accurate deliverable schedules.
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
General Contractor Arizona License
Resumes
Attachment 1 – References
Projects
Subcontractors
Attachment 2 – Legal Worker Certification
Attachment 3 – Surety Bond
Attachment 4 – Non-Collusion Affidavit
Attachment 6 – Scope of Work Checklist
Attachment 7 – Subcontractor Listing
Safety Information
2022 and 2023 OSHA 300A Summary Forms
Safety Manual
Substance Abuse Program
Signed Addendums
attachments
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
DAYNA DUFFY
Project Manager
PROFESSIONAL SUMMARY
Dayna brings 25 years of construction industry experience, from her
start as a construction office administrator to project coordination,
public relations, and project management. These positions have
reinforced Dayna’s organization and project management skills as
well as heightened her awareness of how critical communication is
to the success of a project, beginning to end. She has the extensive
JOC experience that is needed to successfully manage and
complete any project on time and on budget due to her impeccable
and thorough strategic planning and communication skills, from
preconstruction to close out. Her deep bench of experience and
strong relationships with owners and project personnel are the result
of partnering with many local agencies and municipalities, including
the Flood Control District of Maricopa County where Dayna was the
Project Manager on several projects. This includes the ACDC
Channel; Sun City Ramp; Chip Seal (various locations); Signal Butte
FRS Slide Gate; Guadalupe FRS Interim Condition; Agua Fria
Levee; and Loop 303 Outfall Channel Box Culvert Cleaning and
Concrete Floor Repairs. For this JOC, Dayna will be responsible for
logistics planning, project administration, cost and schedule control,
construction management, and consistent coordination with the
District across all job orders to ensure that Ames meets the
expectations of all stakeholders.
JOC PROJECT EXPERIENCE
Flood Control District of Maricopa County
Project Manager
Concrete Placement and Repair Services | 2019 – 2023
Surface Treatment and Installation Services | 2019 – 2023
Maricopa County Department of Transportation
Project Manager
Roadway Paving and Stabilization | 2021 – 2023
Concrete Placement Services | 2020 – 2023
ADA Modernization Services | 2018 – 2023
Concrete Placement Services | 2016 – 2020
City of Peoria
Project Manager
Citywide Civil / Site Work | 2022 – 2023
Pavement Maintenance and Repair | 2017 – 2022
City of Mesa
Project Manager
Transportation Construction Services | 2019 – 2023
City of Surprise
Project Engineer
Pavement Maintenance and Repair | 2017 – 2022
YEARS OF
EXPERIENCE
25
YEARS WITH AMES
1
TRAINING/
CERTIFICATIONS
Construction
Management, Associates
in Applied Science
CJP, Center for JOC
Excellence
Erosion Control
Coordinator
OSHA 30
First Aid / CPR
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Sun City Access Ramp at Spanish Garden Drive and Dysart Road Alignment | FCDMC
Project Manager. This section of the channel had no ingress/egress access which made it difficult for
FCD to maintenance this area. The project consisted of cutting into the existing channel to create a
reinforced concrete ramp for access, shotcrete channel lining, safety railing, subgrade prep, traffic
control and constant communication with FCD and the residents that surrounded the project.
ACDC Channel (three phases) 48th Street and Camelback to 51st Avenue and Cactus and the Cave
Creek Arm | FCDMC
Project Manager. This was a safety project that required concrete pilasters, wrought iron fencing and
concrete bases to be replaced. Each pilaster, wrought iron post and fencing had to be checked for
erosion due to outside elements over the years.
Signal Butte FRS | FCDMC
Project Manager. This project required the stem, gate, and wheel to be replaced, a cell tower was
installed for this project too. It allowed FCD to get a bird’s eye view of the water flow in this area during
storms.
Guadalupe FRS Interim Condition | FCDMC
Project Manager. This project is located on the AZ Grand Resort on the 2nd hole. This project required
the existing building to be demoed, slide gate replaced, new walls, fencing around structure to protect
new slide gate and keep golfers out.
Chip Seal-Various Locations | FCDMC
Project Manager. Clean and Chip Seal Maintenance Roads at several locations.
Concrete/Sidewalk Repairs (various locations) | MCDOT
Project Manager. The work required the contractor to provide all the necessary labor, equipment,
materials, and traffic control to repair ~1700SF of damaged sidewalks/ADA ramps. Sidewalk repair will
include removing broken/buckled sidewalks, subgrade preparation and concrete placement.
Anthem Gate, Liberty Bell Way and Desert Hill Gate Addition | MCDOT
Project Manager. This project was to raise the clearance of the gate/fence line and close off access by
stepping over the gate, which minimized the safety concern and protected the gate opener and
electronic equipment. Work included clearing vegetation around the gate and welding a 3’ panel to raise
the height of the gate.
Castano Drive Drainage | MCDOT
Project Manager. This project is to improve the drainage on southbound Castano Dr. between San
Miguel Ave and San Juan Ct the sidewalk and asphalt are heaving and causing a ponding issue. This
area is known to have unsuitable subgrade with fat clay. The intent of this project will be to repair the
drainage issue with to allow flow to the scupper to the south and remove and replace the sidewalk on the
west side of Castano Dr. and a section that is damaged on the east side of the road. The damaged
sidewalks pose a tripping hazard to the public, replacing the sidewalk panels will provide safe and
convenient travel for the public.
16th Street ROW Realignment | MCDOT
Project Manager. This project pioneered a new roadway segment on an undisturbed area of less than
1/4 of an acre, realigned new road segment onto MCDOT ROW with a maximum grade of 18%, placed a
minimum of 4” of millings with copolymer mixed in to stabilize the roadway surface, and provided
adequate drainage. In addition, scarified old roadway segment and provided native plant hydro-seeding
as needed.
Old US 80 Mile Marker 30.9 Drainage | MCDOT
Project Manager. This project was for the removal of an existing outlet headwall and wings, doweling
into the remaining concrete structure covering pipe and form, and pouring new headwall with wing-walls.
In addition, the crew slurry backfilled the headwall, repaired existing upstream check dams (2), and
removed boulders/debris from the channel to allow proper flow. They added grouted rip rap floor with
turndown at each check dam, repaired/ reshaped channel/shoulder (upstream), and removed and
replaced object markers at both headwalls.
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
CASPER BOYER
Superintendent – Concrete
PROFESSIONAL SUMMARY
Casper Boyer’s nearly 40 years of structural experience includes mill
expansion structures, bridges, retaining walls, sound walls, concrete
junction structures, box culverts, and channel linings. He is able to
effectively support, manage, and train crews to any site-specific
requirements and conditions. Casper has proven his ability to
forecast, schedule, and plan the work, and has resolved challenges
at the field level through developing detailed strategies for formwork
and complex concrete placements. He approaches every project as
a partnership to gain consensus on constructability expectations and
performance. Casper’s concrete experience directly benefits a
project’s quality control program through smooth inspection and
testing of placed concrete.
PROJECT EXPERIENCE
Bethany Home Outfall Channel Reach 2C | Glendale, AZ | Flood
Control District of Maricopa County | 2007
Structures Superintendent. This 1-1/2-mile reach of the Bethany
Home Outfall Channel passes under 75th Avenue and Camelback
Road in Glendale, Arizona. The channel is comprised of 6900 feet of
double 9'x9' concrete box culvert and 1350 feet of 20' x 12' vertical wall open concrete channel.
Relocation of a 48" sanitary sewer required sewer bypass pumping to maintain operations. Mr. Boyer
was responsible for constructing the box culvert with a traveler, as well as the vertical wall open channel
and miscellaneous structures.
White Tanks North Inlet Channel | Phoenix, AZ | Flood Control District of Maricopa County | 2006
Structures Superintendent. This project included the construction of reinforced concrete box culvert
structures under the active Beardsley Canal and Northern and Olive Avenues. The construction
included a new 5,800-foot reach of new earth channel with three multi-cell reinforced concrete box
culverts totaling 850 feet in length. Also included were three special concrete diversion and inlet
structures, eight grouted rip-rap drop structures, and over 24,500 square yards of reno mattress bank
protection. Casper was responsible for the inlet and outlet structures as well as related miscellaneous
structures.
White Tanks Flood Retarding Structure #3 | Phoenix, AZ | Flood Control District of Maricopa
County | 2006
Structures Superintendent. This construction contract was the first of a two-phase project for the
rehabilitation of an existing flood control dam, White Tanks FRS No. 3. The work included
reconstruction of an earthen embankment approximately 2,500 feet long by 33 feet high with a soil
cement core of approximately 84,000 cubic yards. Structural and common earth fill was also used and
the project included construction of three parallel fissure cutoff walls in the foundation beneath the
structure. Two of these walls were constructed of a native soil-cement-bentonite material. A remedial
third cutoff wall was constructed of cement and imported aggregate. A cast-in-place outlet works was
also included with two reinforced concrete steel cylinder pipelines that emptied into a stilling basin.
YEARS OF
EXPERIENCE
38
YEARS WITH AMES
18
TRAINING/
CERTIFICATIONS
OSHA 30-Hour
Certified Rigging,
Scaffolding, Commercial
Diver
MSHA Competent Person
MSHA 24
CPR / First Aid
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
SR 347 Maricopa Road / UP Grade Separation | Maricopa, AZ | Arizona Department of
Transportation | 2019
Concrete Superintendent. This project was for the reconstruction of nearly 2 miles of SR 347 in Maricopa
on a new alignment, including replacing the existing at-grade intersection of
SR 347 and the Union Pacific Railroad tracks with an overpass. MSE walls (20,000 SF of MSE walls, 30
feet high) were used to reduce the overall project footprint and eliminate slopes which would have
impacted local businesses. The MSE walls require unique methods to place fill material in an isolated
space. Casper’s knowledge and experience to utilize the right equipment to place the fill material in the
appropriate number of lifts to achieve the correct level of compaction was instrumental in knowing what
needs to be built and the best means and methods to build it. Ames crews custom-made block-out to
use inside a steel form to create the columns for the project. The columns begin as a hexagon and twist
to turn into a seven-sided polygon. This challenging and detailed aspect was completed in under 5
weeks with approximately five columns being completed each week.
I-19 / Ajo Way Traffic Interchange, Nogales-Tucson | Tucson, AZ | Arizona Department of
Transportation | 2018
Concrete Superintendent Reconstruction of an existing "partial clover leaf" built in 1965 to a single point
interchange (SPUI) with new on and off ramps to I-19. Work included installing ramp metering and traffic
signal system, improving major drainage crossings on I-19, and using aesthetically-treated retaining and
sound walls to buffer adjacent residential and commercial areas from construction and traffic noise
generated by the interstate (60,000 sf of retaining walls and 88,000 sf of sound walls). Construction
featured a widened, new 218-foot bridge over I-19, and widening Ajo Way from two to three lanes in
each direction between 16th Avenue and the Santa Cruz River bridge and other arterial road
improvements. Lightweight concrete was used on the retaining walls due to space limitations as
construction was confined to the narrow ADOT right-of-way. The retaining walls are tall, with undersized
footings. By using 2-foot lifts in 12-hour increments to place the concrete, Ames met quality and
schedule requirements. With 100,000 vehicles passing through this project location every day, advanced
means and methods were used to accommodate construction by taking the project vertical in order to
minimize impacts to the traveling public.
Highway 76 East Segment, I-15 to South Mission Road | Fallbrook, CA | Caltrans | 2017
Structures Superintendent. Widening Highway 76 East Segment from the I-15 interchange to South
Mission Road from an existing two-lane road to a four-lane divided highway with upgrades to drainage,
sewer, water lines, street lighting, animal crossings, and the addition of two bridges and retaining walls.
Structural work included 1,000 sf of retaining walls; 8,600 cy of structural concrete; and 1,000 tons of
structural steel. Casper was responsible for the construction and quality of the structural elements. The
existing park-and-ride facility at the intersection of 395 and Hwy 76 was totally reconstructed to increase
parking and improve lighting, drainage and access.
SR 260 Doubtful Canyon | Gila County, AZ | Arizona Department of Transportation | 2013
Structures General Superintendent. Located on a scenic highway through the Tonto National Forest in
Gila County, work for this project consisted of reconstructing the existing two-lane undivided roadway
into a four-lane divided highway. Included with the work was the realignment of local crossroads to align
with new median crossover locations. Work consisted of installing asphaltic concrete and asphaltic
concrete friction course; six concrete bridge structures; three new reinforced concrete box culverts; pipe
culverts; riprap and gabions; fence; pavement marking; signing; guardrail; seeding; and other incidental
work.
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
RUSTY HUTCHISON
Superintendent – Earthwork
PROFESSIONAL SUMMARY
In Rusty Hutchison’s 30 years in the industry, he has gained
progressive supervision and construction management skills through
his work on a diverse range of projects, large and small. His focused
approach to excavation has benefitted flood control, mining, and
transportation clients throughout the Southwest. Rusty excels at
building teamwork in his field supervision, subcontractor oversight,
and safety management. Throughout his career, Rusty has safely
excavated over 1 billion cubic yards of earthwork. This experience of
tackling the logistics of moving large volumes of excavation makes
him the ideal superintendent to partner with the Flood Control
District. His accurate project scheduling, budget control, training,
and leadership in collaborative work environments benefit project
owners and stakeholders alike.
PROJECT EXPERIENCE
SR 189: International Border to Grand Avenue | Nogales, AZ |
Arizona Department of Transportation | 2022
Superintendent. Ames led the widening of 3.75 miles of Mariposa Road (SR 189) to improve
international trade and safety, with a new connection that links the port of entry at Mariposa Road with
Interstate 19. Upgrades to Mariposa Road included flyover ramps that connect the city street with I-19,
which is helping speed the flow of commerce between Mexico and Arizona. The project also benefits
Nogales residents and businesses by reducing congestion on one of the community’s primary roads,
which passes by Nogales High School. This includes a new phased-construction roundabout at Target
Range Road and improved drainage and traffic signals, and the construction of two bridges that total
2800 feet in length. Challenges on this project included the amount of local residential/commercial traffic
as well as high volumes of trucks moving in/out of Arizona, and the number of employees, sub-
contractors, and operations ongoing at all times within a limited amount of work area.
Deer Valley Road: El Mirage to 109th Avenue | Peoria, AZ | Maricopa Department of
Transportation | 2022
Superintendent. This project included constructing the east-west arterial crossing of the Agua Fria River
as well as roadway improvements, utility relocations, and arterial streets on Deer Valley Road. Ames
widened a portion of Williams Drive, built the bridge between the east end of Williams Drive and the west
end of Deer Valley Road, installed two roundabouts, and added a pedestrian-activated crosswalk signal.
Ames coordinated with several stakeholders, including ADOT, MCDOT, City of Peoria, APS, other utility
companies, local businesses, and residents. Ames managed issues with overhead power on the project
and seasonal water flows in the river, delivering the bridge and roadway opening one month before
schedule.
Happy Valley Improvements | Peoria, AZ | City of Peoria | 2021
Superintendent. project involved construction of a new freeway in the West Valley. The scope included
more than 2.1 million cubic yards of roadway excavation, 8 million pounds of reinforced steel, 341,300
square yards of Portland Cement Concrete Pavement and 20,306 tons of asphaltic concrete. Other
project elements included a total of 18 bridges spanning the Beardsley Canal, the Agua Fria River, and
several major traffic interchanges, 9 box culverts, retaining walls, cement stabilized bank protection, lift
station(s), irrigation/reclaimed water and sewer line installation, and signage and landscaping.
YEARS OF
EXPERIENCE
30
YEARS WITH AMES
29
TRAINING/
CERTIFICATIONS
OSHA 30-Hour
OSHA 10-Hour
Maricopa County 310
Dust Control
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
SR 347 at UPRR | Maricopa, AZ | Arizona Department of Transportation | 2020
Project Superintendent. This project included reconstructing existing SR 347 on a new alignment and a
new six-lane section with realignments of Honeycutt Avenue, Honeycutt Road, Maricopa & Casa Grande
Highway (MCGH), construction of a grade separation structure at the UP, and a new connection
between MCGH and Honeycutt Road. Work consisted of grading, furnishing, and installing aggregate
base and asphaltic concrete, concrete bridge structures, retaining walls, pipe culverts, curb and gutter,
raised medians, sidewalks, fence, striping, signing, lighting, seeding, landscaping, utility trenching, traffic
signals, and other related work. The MSE walls total 20,000 SF, two at the far end abutments of each
bridge and one in between the structures. Rusty worked with the Ames crews on a custom-made block-
out to use inside a steel form to create the columns for the project. The columns begin as a hexagon and
twist to turn into a seven-sided polygon. This challenging construction was completed in under 5 weeks.
I-10 Improvements, I-8 to Earley Road | Casa Grande, AZ | Arizona Department of
Transportation | 2020
Project Superintendent. This project includes widening Interstate 10 between Casa Grande and Tucson,
from just south of Earley Road to Interstate 8. The project added one lane in each direction adjacent to
the median, effectively widening I-10 from existing four lanes to six lanes for 3 miles. The project also
replaced the two existing bridges over Jimmie Kerr Boulevard and the UP. The completed project
increases freeway capacity, improves auxiliary lanes, and enhances aesthetics of the new roadway.
Lake Pleasant Parkway Design-Build | Peoria, AZ | City of Peoria | 2014
Project Superintendent. This project was for the design and construction of 3 miles of new four-lane
arterial roadway along a new alignment for Lake Pleasant Parkway from West Wing to the Loop 303
intersection. This Included the underground relocation of existing overhead APS power and installation
of street lighting and the West Wing Parkway signalized intersection. A new utility joint trench (15,000
LF) installation required close coordination with APS, Century Link, and Cox Communication to enable
relocation of the existing utilities to the new roadway alignment and removal of the existing overhead
power conflicting with the new roadway construction. The new RCBC at Unnamed Wash #9 was built as
an equestrian underpass to allow for a pedestrian path crossing under the new roadway and at the same
time raise the new road grades above the flood plain. The new walking path on both sides of the road
now provides an aesthetically pleasing connection to both sides of the parkway.
Southside Canal | Coolidge, AZ | Gila River Indian Community | 2012
Superintendent. This project extended the runway and taxiway by approximately 1800 feet. The main
objective was to limit the down-time of the Runway and Instrument Landing System during
construction. By double shifting specific work items with the right people and equipment, we were able
to excavate and place 952,000 cubic yards of rock and soil in just 12 weeks without disrupting normal
operations. Rusty was responsible for excavation, AB grading and infill, as well as pavement
preparation.
All American Canal Lining | El Centro, CA | Imperial Irrigation District | 2009
Superintendent. This project provided concrete canal lining for over 10 miles of irrigation canal in
Imperial County, California. Approximately 850,000 square yards of 4-inch-thick concrete canal lining
was placed. Specialty concrete work included four reinforced concrete transition structures, one
reinforced concrete flow measurement and Bureau of Land Management road crossing structure, one
reinforced concrete inlet structure, and a reinforced concrete storage outlet structure and pipeline.
Rusty oversaw scraper excavation work for the channel and structures, sheet pile tie-ins and
excavation, watering, and fine grading of the channel. He also supervised the fine grading of the
access roads after project completion. The All American Canal Lining Project was awarded the 2010
APWA Project of the Year.
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
NICK CHADDOCK
Superintendent – Stormwater
PROFESSIONAL SUMMARY
Nick Chaddock has extensive experience with installing and
supervising complex pipe networks associated with major projects.
His expertise includes all types of pipe installation, such as:
reinforced concrete pipe, PVC, CPVC, ductile iron, HDPE,
corrugated metal and steel pipe. Nick has performed all types of
welding processes and non-destructive testing, and is a consistent
member of Ames’ supervision and management crews on water,
industrial, mechanical, and mining projects.
PROJECT EXPERIENCE
White Tanks Flood Retarding Structure #3 | Phoenix, AZ | Flood
Control District of Maricopa County | 2006
Pipe Foreman. This construction contract was the first of a two-
phase project for the rehabilitation of an existing flood control dam,
White Tanks FRS No. 3. The work included reconstruction of an
earthen embankment approximately 2,500 feet long by 33 feet high
with a soil cement core of approximately 84,000 cubic yards.
Structural and common earth fill was also used and the project included construction of three parallel
fissure cutoff walls in the foundation beneath the structure. Two of these walls were constructed of a
native soil-cement-bentonite material. A remedial third cutoff wall was constructed of cement and
imported aggregate. A cast-in-place outlet works was also included with two reinforced concrete steel
cylinder pipelines that emptied into a stilling basin. Nick was responsible for all piping and the inlet
structure, trash racks, sluice gates, and slide.
Lone Star Leach Pad | Safford, AZ | Freeport-McMoRan | 2020
Mechanical and Pipe Superintendent. Work on the Lone Star mine included the construction of the
following: Leach Pad (clearing and grubbing, installing clay, fine overliner, ROM overliner, and
associated conveyance and collection piping); three Diversion Channels to divert water away from the
new Leach Pad; PLS solution collection and NSW collection ponds; and solution, PLS and Raffinate
Pipe Lines. Additional work at the mine included concrete work inside the wash settlers (retaining walls,
culverts, catch basins, truck offload pad, stairs and walkways, settler slabs, Aux and Mix tank Slabs) and
modifications to the existing SX and RO Plant, and the existing Electrowinning Tankhouse.
PLS and RAF Solutions Handling | Morenci, AZ | Freeport-McMoRan | 2019
Mechanical and Pipe Superintendent. PLS and RAF line upgrades included HDPE and SST lines from
new pump station to SX, other PLS lines and new RAF lines feeding the leach pad. There were also
pump station upgrades; replacing old pumps and motors; rerouting SST lines; modifying SST headers;
installing new flow meters, air vents, and instruments; and upgrading electrical.
Crafton Hills Pump Station Rehabilitation | Mentone, CA | California Department of Water
Resources | 2017
Superintendent. This project work included the installation of large diameter steel pipe, valves, fittings,
pumps, motors, VFD’s, fire detection systems, automation and controls, mechanical, HVAC, electrical,
communications, and site civil improvements. The work took place at three significant pump station
locations – Citrus, Crafton Hills, and Cherry Valley. Nick supervised pump can and vertical turbine
pump installations and mechanical piping fit up.
YEARS OF
EXPERIENCE
26
YEARS WITH AMES
23
TRAINING/
CERTIFICATIONS
OSHA 30-Hour
MSHA Competent
Person: Confined Spaces
and Trench Safety
CPR / First Aid
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Southwest Mine for Leach | Morenci, AZ | Freeport-McMoRan | 2015
Pipe Superintendent. This project consisted of a soil lined base on top of a previously developed
run-of-mine (ROM) dumped and leached stockpile. The existing stockpile was approximately
7,200 feet in length and 3,000 ft. in width (495 Acres) with approximately 8.5 million cy of earthwork cut
and fill. The project also included the construction of a 100-foot-wide by 12,000-foot-long haul road, the
hauling and placement of four million cy of fine and ROM over liner, the construction of two HDPE
solution ponds, the crushing of 1.6 million CY of fine over liner material, and the installation of
approximately 1.4 million LF of solution collection piping.
Southside Canal | Coolidge, AZ | Gila River Indian Community | 2012
Pipe Foreman. This project included the installation of all mechanical, such as 84-inch welded steel
siphon pipe. The project required completing all in-channel work for the 6.91-mile stretch of canal
within scheduled dry-up periods to avoid disruption of irrigation services to the surrounding farmlands,
maintaining water flows to Gila Farms, minimizing disturbance to the Santa Cruz Wash, flood
protection, coordinating with San Carlos Irrigation Project for power line relocations, and being in
compliance with Tribal Employment Rights Office.
Deer Valley Water Treatment Plant, East Basins Reconstruction | Phoenix, AZ |
City of Phoenix | 2010
Pipe Foreman. This project included excavation, fine grading, CSA processing and backfilling, site
work and utility demolition, installation of temporary utilities and new underground utilities, and new
chemical facilities. Excessive settlement at the East Plant required structural shoring, over-excavation
of 160,000 CY of native material, and 120,000 CY of CSA processing and placement. Utility work
included 6,000 feet of ductile iron and steel pipe and valves ranging in diameter from 4 to 66 inches.
The chemical facilities included the installation of a tank, pump and ancillary equipment. Over 2,500
feet of ½- to 4-inch CPVC/Alloy 20 chemical piping was required for the chemical facilities. Nick was
responsible for installing the steel, ductile, copper, and CPVC piping and related valves. He also
installed the yard piping ranging from 4 to 54 inches in diameter and the mechanical piping ranging
from 6 to 66 inches in diameter.
All American Canal Lining | El Centro, CA | Imperial Irrigation District | 2009
Pipe Foreman. This project provided concrete canal lining for over 10 miles of irrigation canal in
California. Over 5,000,000 cy of earth was excavated, hauled and placed in embankments.
Approximately 850,000 SY of 4-inch-thick concrete canal lining was placed. Specialty concrete work
included four reinforced concrete transition structures, one reinforced concrete flow measurement and
BLM road crossing structure, one reinforced concrete inlet structure, and a reinforced concrete storage
outlet structure and pipeline. Nick was responsible for the steel, waterline and 96-inch RCP piping
systems.
Glendale Water Oasis | Glendale, AZ | City of Glendale | 2007
Pipe Foreman. The scope of work on this new potable water treatment plant included site
grading and paving, underground utilities, and mechanical/chemical piping and equipment.
Site work included 140,000 CY of structure and site excavation, 40,000 CY of export, and
25,000 SY of AC and AB roadways. Underground piping consisted of 24,000 feet of steel,
ductile, and PVC/CPVC pipe. This also included a 230-foot, 66-inch diameter Jack & Bore
casing under US 60, a six-lane highway through Phoenix. The mechanical scope included
welded steel pipe, ductile piping, and CPVC chemical piping, ranging in diameter from 1 to
30 inches. Also included were seven chemical tanks and other pumps and equipment for
chemical, water, air, and sludge processes. Nick oversaw the installation of all piping and
valve systems including RCP, HDPE, corrugated metal, steel, PVC, ductile, fire lines, fresh
and raw waterlines, and temporary waterlines.
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
KEN HUDSON
Estimator – Concrete
PROFESSIONAL SUMMARY
Ken Hudson’s construction experience spans more than 35 years
and includes time as carpentry foreman and structures
superintendent before bringing his expertise to project estimating.
His experience in the field provides him with the first-hand and
practical knowledge that is needed to accurately forecast and
budget for any project. He analyzes designs to better perform
accurate cost analyses, and uses specialty software to create
estimates that are easily understood and shareable. Ken routinely
designs, implements, and facilitates the training of estimators to
ensure consistency across all project elements.
PROJECT HISTORY
Bagdad Tailings Launder Upgrade | Bagdad, AZ | Freeport-
McMoRan | 2023
Estimator. The upgrade includes two components: 1) installation
of a fabricated transition piece from the existing concrete channel
to the RCp pipe, and 2) installation of precast invert sections into the
existing channel to change the existing flat bottom 3.5% channel to a V-bottom 2% slope channel.
Upset Tailings Pump Station | Morenci, AZ | Freeport-McMoRan | 2023
Estimator. Construction of the Upset Tailings Pump Station to move tailings that can no longer gravity
feed due to the expansion of the W/E TSF.
Queen Creek Bridge Replacement | Queen Creek, AZ | Arizona Department of
Transportation | 2023
Estimator. Arch bridge over Queen Creek just east of Superior, AZ. Replacing Queen Creek Arch
Bridge with a new steel girder bridge and replacing Waterfall Canyon Bridge with a new box culvert.
The team will be repairing spalling inside the tunnel.
PROJECT BID HISTORY PRIOR TO AMES
Cushing Street Bridge over the Santa Cruz River – City of Tucson
EB 202 Mile Long AASHTO Girder Bridge – Arizona Department of Transportation
WB 202 Mile Long AASHTO Girder Bridge – Arizona Department of Transportation
Queen Creek Road over Roosevelt Water Conservation District – Town of Queen Creek
Loop 303 over US 60 and the UP – Arizona Department of Transportation
US 89 over Del Rio Ranch Wash – Arizona Department of Transportation
US 89 over Little Colorado River – Arizona Department of Transportation
YEARS OF EXPERIENCE
35
YEARS WITH AMES
1
TRAINING/
CERTIFICATIONS
HCSS Heavy Bid
On Screen Takeoff
Viewpoint
Microsoft Suite
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
DAVID MAXIMOFF
Estimator – Earthwork
PROFESSIONAL SUMMARY
David began his career in design and inspection consultation,
followed by 5 years of progressive leadership working for the City of
Tucson before moving into construction, where he has filled the
roles of project manager, estimator, and preconstruction coordinator.
His 28 years of heavy-civil construction experience comes with the
ability to understand the perspective of everyone involved with a
project, including design engineers, Owners, inspection staff,
estimating, and construction project management. David
understands the process of working with Owners to support design
activities, develop cost models, and identify risks involved with
different aspects of construction. He will develop cost models,
identify risks involved with all aspects of construction, and will lead
our team of estimators who are experts in underdrainage systems
and earthwork modeling using AGTEK, to produce an open book
approach to provide the best value to FCDMC.
PROJECT EXPERIENCE
SR 189: International Border to Grand Avenue, Design-Build | Nogales, AZ | ADOT | 2022
Estimator. The project widened 3.75 miles of SR 189 to improve international trade and safety, with a
new connection that links the port of entry at Mariposa Road with I-19. Flyover ramps connect the busy
Nogales city street with I-19, a new phased-construction roundabout, improved drainage and traffic
signals, and two bridges totaling 2,800 feet in length. SR 189 averages approximately 4,000 commercial
vehicles a day in addition to local businesses and the motoring public.
Happy Valley Improvements | Peoria, AZ | City of Peoria | 2021
Estimator. The project provided transportation improvements to Happy Valley Parkway, from Loop 303
to Lake Pleasant Parkway, approximately 2 miles. Improvements included adding two lanes to widen the
bridge across the Agua Fria River; adding bicycle and pedestrian improvements for the length of the
project; improving the function and appearance of the bridge; improving traffic signals; adding/upgrading
street lights; extending and improving catch basins, box culverts, and project grading; and upgrading the
landscaping to reflect the community.
I-10 and Houghton Traffic Reconstruction | Tucson, AZ | ADOT | 2021
Chief Estimator. Reconfiguration of the interchange into a Diverging Diamond Interchange (DDI), the first
of its kind in the city and second in the state. Designed to safely handle heavier traffic, the DDI moves
traffic over the bridge while briefly switching to the opposite side of the road to facilitate traffic flow.
Crews constructed a new, wider Houghton Road Bridge over I-10 just west of the existing bridge,
widened Houghton Road to three lanes in each direction through the interchange, realigned Rocket
Road on the north side of the interchange and improved accessibility for bicyclists and pedestrians.
Work included 15 drilled shaft foundations, storm drainage, retaining walls, and box culvert extensions.
I-10 Earley Road to I-8 | Casa Grande, AZ | ADOT | 2019
Estimator. This project included widening the I-10 between Casa Grande and Tucson, adding one lane
in each direction adjacent to the median, effectively widening I-10 from existing four lanes to six lanes for
3 miles. The project also replaced the existing bridges over Jimmie Kerr Boulevard and the Union Pacific
Railroad. The completed project increases freeway capacity, improves auxiliary lanes, and enhances the
aesthetics of the new roadway.
YEARS OF
EXPERIENCE
28
YEARS WITH AMES
12
TRAINING/
CERTIFICATIONS
Project Management
Construction Quality
Management for
Contractors
Field Testing Technician
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
MIKE McGILTON
Estimator – Stormwater
PROFESSIONAL SUMMARY
Mike McGilton’s career is built on work specifically related to the
construction management of water and wastewater treatment
facilities, in support of water agency and municipal water operations.
Having completed many water and wastewater treatment projects,
he recognizes the broader implications and challenges working with
water facilities in the Southwest. Mike’s strengths include developing
and implementing the construction schedule based on the safety
environment of the job, quality requirements, and impacts on
existing operations. He efficiently tracks labor, material, and
subcontractor costs to accurately price a job for projects that include
pump stations, waste water treatment plants, gravity sewers, water
pipeline, bore casing installations, stormwater channel crossings,
rock excavation, concrete structures, pipeline flushing and
disinfection, demolition of existing facilities, and tie-ins to existing
systems.
PROJECT EXPERIENCE
Solutions Handling Phase 3 | Morenci, AZ |
Freeport-McMoRan | 2021
Superintendent. The project has three main components; construction of a new PLS facility near the old
Silver Basin Reservoir dam, construction of an off-site pipeline from the new PLS facility to the existing
Stargo SX facility, and work to add an additional pump skid at the Ponderosa Raffinate Booster Station. The
new PLS facility and the pipeline to the Stargo facility will occur in the same general work area while the
Ponderosa Booster Station site is a significant distance away located inside the pit area.
San Juan Creek Levee Protection | Dana Point, CA | Orange County Public Works | 2019
Project Manager & Estimator. The project consisted of furnishing and installing marine grade steel sheet pile
at the existing hinge point of the concrete-lined trapezoidal Levee, and installing marine grade pipe pile
parallel to the sheets connected with high-strength stainless steel cable and hardware. Work also included
constructing a reinforced structural concrete cap, a masonry splash wall with modified cable railing on top,
and final grading.
Crafton Hills Pump Station Rehab | Mentone, CA | California Department of Water Resources | 2018
Project Manager & Estimator. Project work includes installation of large diameter steel pipe, valves,
fittings, pumps, motors, VFD’s, fire detection systems, automation and controls, mechanical, HVAC,
electrical, communications and site civil improvements. The work took place at three significant pump
station locations – Citrus, Crafton Hills, and Cherry Valley. As the Project Manager, Mike was
responsible for managing project resources and equipment at all locations, client reporting, and
adherence to schedule and budget.
Porterville Water Supply | Porterville, CA | California Department of Water Resources | 2017
Project Manager & Estimator. Ames worked quickly and effectively to install over 150,000 lineal feet of 8”
to 18” PVC pipe with service stubs, fire hydrant stubs, and pavement repair to provide municipal water
service for the residents of Porterville. The previous wells ran dry due to the long period of drought. Over
2,000 homes were serviced. Mike worked with the City of Porterville and the County of Tulare to
implement a construction plan to install the waterlines while maintaining access to homes.
YEARS OF
EXPERIENCE
41
YEARS WITH AMES
8
TRAINING/
CERTIFICATIONS
OSHA 30-Hour
OSHA 10-Hour
MSHA 24-Hour Above
Ground
MSHA New Miner
Training
CPR / First Aid
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Request For Qualifications
Page 26
Job Order Contractor for the Flood Control District of Maricopa County
Thursday, December 21, 2023
Job Order Contractor
Serial# 240008-JOC
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:
Address:
Phone Number:
Fax Number:
Person to Contact:
Email Address:
Owner’s Bid # or Project #:
Date of Completion:
Brief Project Description (including partnering team and owner’s project name):
2.
Company Name:
Address:
Phone Number:
Fax Number:
Person to Contact:
Email Address:
Owner’s Bid # or Project #:
Date of Completion:
Brief Project Description (including partnering team and owner’s project name):
3.
Company Name:
Address:
Phone Number:
Fax Number:
Person to Contact:
Email Address:
Owner’s Bid # or Project #:
Date of Completion:
Brief Project Description (including partnering team and owner’s project name):
4.
Company Name:
Address:
Phone Number:
Fax Number:
Person to Contact:
Email Address:
Owner’s Bid # or Project #:
Date of Completion:
Brief Project Description (including partnering team and owner’s project name):
5.
Company Name:
Address:
Phone Number:
Fax Number:
Person to Contact:
Email Address:
Owner’s Bid # or Project #:
Date of Completion:
Brief Project Description (including partnering team and owner’s project name):
City of Phoenix / FCDMC
(602) 333-2590
n/a
Joel McCarty, Stanley Consultants
12/2016
27th Ave & South Mtn. Retention Basin
Fast-tracked construction activities to provide relief for homeowners and businesses impacted by torrential flooding in 2014.
mccartyjoel@stanleygroup.com
Maricopa County DOT
n/a
Zack Davis, MCDOT
zack.davis@maricopa.gov
(602) 290-4215
8/2022
Deer Valley Rd: El Mirage to 109th Ave
Constructing the east-west arterial crossing of the Agua Fria River, roadway improvements, utility relocations, and arterial streets on
Deer Valley Rd. Extensive coordination with stakeholders.
Arizona Department of Transportation
(520) 310-7693
n/a
Jeremy Moore, ADOT
jmoore@azdot.gov
9/2023
SR 189: International Border - Grande Ave
Reconstruct 3.75 miles of SR 189 to improve international trade and safety. New connection that links the port of entry at
Mariposa Rd with I-19. Project included flood control components.
City of Peoria
(623) 773-8439
n/a
Chris Anderson, City of Peoria
chris.anderson@peoriaaz.gov
8/2020
Happy Valley Improvements
Widen and improve transportation to accommodate high volume traffic. SOW included stormwater control and water quality.
BNSF Railway
(817) 471-6614
n/a
Rafer Nichols
rafer.nichols@bnsf.com
10/2022
Navajo Blvd. Crossing
Fast-track repair to replace existing rail crossings with new crossing surfaces. Install underdrain systems, grading work, and
managed paving and striping subcontractors.
ST83120047
2021-031
H804501C
LCON02619
BF20224663
200 W. Washington Street, Phoenix, AZ 85003
2901 W. Durango Street, Phoenix, AZ 85009
Southcentral District Office 1221 S. 2nd Ave., Tucson, AZ 85713
9875 N. 85th Avenue, Peoria, AZ 85345
2650 Lou Mink Drive, Fort Worth, Texas 76131
PROJECTS
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Request For Qualifications
Page 26
Job Order Contractor for the Flood Control District of Maricopa County
Thursday, December 21, 2023
Job Order Contractor
Serial# 240008-JOC
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: ACS Services, LLC
Address: 2235 W. Broadway Road, Mesa, AZ 85202
Phone Number: (480) 968-0190
Fax Number: n/a
Email Address: info@acsservicesllc.com
Owner’s Bid # or Project #:
Date of Completion:
Brief Project Description:
2.
Company Name: Endo Steel Inc
Address: 127 West Juanita Avenue, Mesa, AZ 85210
Phone Number: (480) 898-1750
Fax Number: n/a
Owner’s Bid # or Project #:
Date of Completion:
Brief Project Description :
3.
Company Name: Hunter Guardrail & Fence, Inc.
Address: 21620 North 19th Avenue, Suite A12, Phoenix, AZ 85027
Phone Number: (623) 580-1581
Fax Number: (623) 580-1582
Owner’s Bid # or Project #:
Date of Completion:
Brief Project Description:
Loop 202 South Mountain:
11/2019
22 Miles of new alignment 3 GP/1 HOV in Each Direction I-10
Interchange and 4 miles of widening on existing I-10 Salt River Crossings (2 2,500' bridges over the Salt River)
H882701C
F012101C
3/2022
SR 101 Loop I-17 to Pima: Construct outside widening from I-17 to Princess Drive in the EB
and WB Directions. Add one GP lane in each direction and New Miller Road Bridge Construction.
38991200628-075
4/2021
American Mountain Bebo Demo: Demolition of a roadway tunnel of a state highway.
The foundation, tie slab, and concrete lined arches were hauled off to the waste dump. The MSE walls, after having
rebar sticking out of the concrete cut off, were hauled to the waste dump.
SUBCONTRACTORS
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Request For Qualifications
Page 27
Job Order Contractor for the Flood Control District of Maricopa County
Thursday, December 21, 2023
Job Order Contractor
Serial# 240008-JOC
Attachment 2 - LEGAL WORKER CERTIFICATION
(Date)
Maricopa County
Office of Procurement Services
301 W. Jefferson Street, Suite 700
Phoenix, Arizona 85003
As required by Arizona Revised Statutes (A.R.S.) §41-4401, Maricopa County (County) is prohibited, after
September 30, 2008, from awarding a contract to any contractor who fails, or whose subcontractors fail, to
comply with A.R.S. § 23-214-A. The undersigned entity warrants that it complies fully with all Federal
immigration laws and regulations that relate to its employees, that it shall verify, through the employment
verification pilot program as jointly administered by the U.S. Department of Homeland Security and the
Social Security Administration or any of its successor programs, the employment eligibility of each
employee hired after December 31, 2007, and that it shall require its subcontractors and sub-subcontractors
to provide the same warranties to the below entity.
The undersigned acknowledges that a breach of this warranty by the below entity or by any subcontractor
or sub-subcontractor under any contract resulting from this solicitation shall be deemed a material breach
of the contract, and is grounds for penalties, including termination of the contract, by the County. The County
retains the right to inspect the records of the below entity, subcontractor and sub-subcontractor employee
who performs work under the contract, and to conduct random verification of the employment records of
the below entity and any subcontractor and sub-subcontractor who works on the contract, to ensure that
the below entity and each subcontractor and sub-subcontractor is complying with the warranties set forth
above.
(Firm)
(Address Line 1)
(Print Name)
(Address Line 2)
(Print Title)
(Phone Number)
(Signature Required)
(Fax Number)
(Email Address)
(Federal Taxpayer ID Number)
January 12, 2024
Ames Construction, Inc. 8333 E. Hartford Drive
Gerard F. Miller Scottsdale, AZ 85255
President, Southwest Region (602) 431-2111
(602) 431-5952
JerryMiller@amesco.com 41-0871375
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Request For Qualifications
Page 37
Job Order Contractor for the Flood Control District of Maricopa County
Thursday, December 21, 2023
Job Order Contractor
Serial# 240008-JOC
ATTACHMENT 7-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 50 percent of the total Contract price for construction. Include this document
with your submittal.
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
___________________________________
(Signature)
SUBCONTRACTORS
CS Construction, ACS Services, DBA Construction, *TEC, *Picacho Concrete, Valente
*RGG, *Endo, CMC (rebar), Olson Precast, SW Environmental, American Fence
*Hunter Guardrail & Fence, Hot Az Hell, Insituform, Grate Solutions, Hanes Geo, Ferguson,
Eagle Environmental, WSP, Metro Traffic Control
MATERIAL SUPPLIERS
Vulcan, Kilauea Crushers, Cemex, Martin Marietta, Paloma Ready Mix, West Valley Rock,
Blue Dot Steel
NOTE: *DBE/SBE
*
*
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Year
2022
Street
City
Zip
55337
0
5
0
15
1
6
1
1
(G)
(H)
(I)
(J)
OR
2
3
7
3
1
0
470
15
(K)
(L)
Total number of…
Knowingly falsifying this document may result in a fine.
(M)
(1) Injury
20
(4) Poisoning
0
(2) Skin Disorder
0
(5) Hearing Loss
0
(3) Respiratory
Condition
0
(6) All Other Illnesses
0
Total number of
other recordable
cases
Number of Days
Total hours worked by all employees last
year
Standard Industrial Classification (SIC), if known (e.g., SIC 3715)
Annual average number of employees
North American Industrial Classification (NAICS), if known (e.g., 336212)
3,067
Form approved OMB no. 1218-0176
Title
Date
Director of Safety & Health
1/9/2023
Highway Heavy Construction
Establishment information
Total number of
deaths
Number of Cases
Burnsville
Your establishment name
2500 County Road 42 West
Minnesota
952-887-8649
U.S. Department of Labor
OSHA's Form 300A (Rev. 01/2004)
Summary of Work-Related Injuries and Illnesses
Occupational Safety and Health Administration
Industry description (e.g., Manufacture of motor truck trailers)
Post this Summary page from February 1 to April 30 of the year following the year covered by the form
All establishments covered by Part 1904 must complete this Summary page, even if no injuries or
illnesses occurred during the year. Remember to review the Log to verify that the entries are complete
Using the Log, count the individual entries you made for each category. Then write the totals below,
making sure you've added the entries from every page of the log. If you had no cases write "0."
Employees former employees, and their representatives have the right to review the OSHA Form 300 in
its entirety. They also have limited access to the OSHA Form 301 or its equivalent. See 29 CFR
1904.35, in OSHA's Recordkeeping rule, for further details on the access provisions for these forms.
Total number of
cases with days
away from work
Total number of cases
with job transfer or
restriction
Total number of
days away from
work
Total number of days of
job transfer or restriction
Public reporting burden for this collection of information is estimated to average 58 minutes per response, including time to review the instruction, search and
gather the data needed, and complete and review the collection of information. Persons are not required to respond to the collection of information unless it
displays a currently valid OMB control number. If you have any comments about these estimates or any aspects of this data collection, contact: US
Department of Labor, OSHA Office of Statistics, Room N-3644, 200 Constitution Ave, NW, Washington, DC 20210. Do not send the completed forms to this
Injury and Illness Types
Phone
Company Executive
I certify that I have examined this document and that to the best of my knowledge the entries are true, accurate, and complete.
6,379,492
Ames Construction
Sign here
State
Employment information
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Year
2023
Street
City
Zip
55337
0
0
1
17
1
6
1
1
(G)
(H)
(I)
(J)
OR
2
3
7
3
1
0
0
85
(K)
(L)
Total number of…
Knowingly falsifying this document may result in a fine.
(M)
(1) Injury
18
(4) Poisoning
0
(2) Skin Disorder
0
(5) Hearing Loss
0
(3) Respiratory
Condition
0
(6) All Other Illnesses
0
Director of Safety and Health
6,643,453
Ames Construction, Inc.
Sign here
State
Employment information
Post this Summary page from February 1 to April 30 of the year following the year covered by the form
All establishments covered by Part 1904 must complete this Summary page, even if no injuries or
illnesses occurred during the year. Remember to review the Log to verify that the entries are complete
Using the Log, count the individual entries you made for each category. Then write the totals below,
making sure you've added the entries from every page of the log. If you had no cases write "0."
Employees former employees, and their representatives have the right to review the OSHA Form 300 in
its entirety. They also have limited access to the OSHA Form 301 or its equivalent. See 29 CFR
1904.35, in OSHA's Recordkeeping rule, for further details on the access provisions for these forms.
Total number of
cases with days
away from work
Total number of cases
with job transfer or
restriction
Total number of
days away from
work
Total number of days of
job transfer or restriction
Public reporting burden for this collection of information is estimated to average 58 minutes per response, including time to review the instruction, search and
gather the data needed, and complete and review the collection of information. Persons are not required to respond to the collection of information unless it
displays a currently valid OMB control number. If you have any comments about these estimates or any aspects of this data collection, contact: US Department
of Labor, OSHA Office of Statistics, Room N-3644, 200 Constitution Ave, NW, Washington, DC 20210. Do not send the completed forms to this office.
Injury and Illness Types
Phone
952-435-7106
U.S. Department of Labor
OSHA's Form 300A (Rev. 01/2004)
Summary of Work-Related Injuries and Illnesses
Occupational Safety and Health Administration
Industry description (e.g., Manufacture of motor truck trailers)
Company Executive
I certify that I have examined this document and that to the best of my knowledge the entries are true, accurate, and
complete.
Form approved OMB no. 1218-0176
Title
Date
1/8/2024
Highway Heavy Construction
Establishment information
Total number of
deaths
Number of Cases
Burnsville
Your establishment name
2500 County Road 42 W
Minnesota
Total number of
other recordable
cases
Number of Days
Total hours worked by all employees last
year
Standard Industrial Classification (SIC), if known (e.g., SIC 3715)
Annual average number of employees
North American Industrial Classification (NAICS), if known (e.g., 336212)
3,193
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Addendum No 1 To Job Order Contractor for the Flood Control District of Maricopa County - 240008-JOC
Page 1 of 3
Office of Procurement Services – Article 5
301 W. Jefferson Street, 7th Floor
Phoenix, Arizona 85003
ADDENDUM NO. 1
TO Job Order Contractor for the Flood Control District of Maricopa County
SERIAL # 240008-JOC
PROJECT OWNERS PROJECT/CONTRACT # 240008-JOC
Addendum Date: December 21, 2023
County Project Owner: FCD
Job Order Contractor for the Flood Control District of Maricopa County, 240008-JOC is
herein modified. The provisions of said documents applicable to these modifications
remain unchanged unless specifically indicated otherwise.
This Addendum No. 1 forms a part of the solicitation/contract documents and modifies
the clauses/provisions as follows:
1. To All Interested Respondents:
The following paragraph under Content of Submittal, Article 4 Project
Management Plan appears twice. This addendum modifies by removing the
duplicated language from the referenced article (Pg20/21):
4. Project Management Plan
Provide information on how the firm would propose to apply the firm’s and the proposed project team
experience and qualifications for this project.
a) Describe the procedures the firm, as JOC, proposes to use to select subcontractors under the firm
Subcontractor Selection Plan.
b) Describe the schedule management and control process the firm proposes to apply to this
Project. Among other items, specifically address submittals, sub-contractor management, and
critical path aspects of project and material availability.
In addition, each Proposer may address the following Owner Project Management Plan high-
priority areas:
•
Current local construction market material supply/cost forecasting ability.
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Addendum No 1 To Job Order Contractor for the Flood Control District of Maricopa County - 240008-JOC
Page 2 of 3
Provide information on how the firm would propose to apply the firm’s and the proposed project team
experience and qualifications for this project.
a)
Describe the procedures the firm, as JOC, proposes to use to select subcontractors under the firm
Subcontractor Selection Plan.
b)
Describe the schedule management and control process the firm proposes to apply to this
Project. Among other items, specifically address submittals, sub-contractor management, and
critical path aspects of project and material availability.
In addition, each Proposer may address the following Owner Project Management Plan high-
priority areas:
•
Current local construction market material supply/cost forecasting ability.
ALL OTHER PROVISIONS SHALL REMAIN IN FULL FORCE AND EFFECT.
Project Owner Approval:
Registrant Approval and Seal:
By:
Firm Name: N/A
Signature:
By:
Title:
Signature:
Date:
Title:
Date:
Sharon Rogers
Contracts Officer
12/21/2023
Sharon Rogers
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Addendum No 1 To Job Order Contractor for the Flood Control District of Maricopa County - 240008-JOC
Page 3 of 3
Included with your offer, your firm/company is required to acknowledge this addendum,
and every addendum, relating to this solicitation by completing the following information:
Addendum No. 1 Acknowledgement:
__________________________________
Firm Name
__________________________________
Signature
__________________________________
Title
__________________________________
Signatory Printed Name
__________________________________
Date
Ames Construction, Inc.
President, Southwest Region
Gerard F. Miller
January 2, 2024
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Addendum No 240008-JOC To Job Order Contractor for the Flood Control District of Maricopa County -
240008-JOC
Page 1 of 2
Office of Procurement Services – Article 5
301 W. Jefferson Street, 7th Floor
Phoenix, Arizona 85003
ADDENDUM NO. 240008-JOC
TO Job Order Contractor for the Flood Control District of Maricopa County
SERIAL # 240008-JOC
PROJECT OWNERS PROJECT/CONTRACT # 240008-JOC
Addendum Date: January 5, 2024
County Project Owner: FCD
Job Order Contractor for the Flood Control District of Maricopa County, 240008-JOC is
herein modified. The provisions of said documents applicable to these modifications
remain unchanged unless specifically indicated otherwise.
This Addendum No. 240008-JOC forms a part of the solicitation/contract documents
and modifies the clauses/provisions as follows:
1. To All Interested Respondents:
Under “Content of Submittal”, Article 8 Safety, the submitting firm’s OSHA 300A
Summary Log information, firm’s Safety and Health Plan, and firm’s Drug-Free
Workplace programs will be identified as an attachment and included in firm’s
proposal submittal package and will not be included in the proposal page limit.
8. Safety
a) Provide Safety Information
•
Safety Record - Contractors must provide Occupational Safety and Health Administration (OSHA)
300A Summary log information for the past two calendar years. This information can be compared
to Bureau of Labor Statistics (BLS) rates to determine whether a contractor has below average or
above average accident/injury rates. Bureau of Labor Statistics information may be obtained
through Risk Management.
Safety and Health Plan - Contractors shall provide a copy of their company’s safety and health
plan.
Drug-Free Workplace - Contractors’ submittal shall include information related to established Drug-
Free Workplace programs.
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Addendum No 240008-JOC To Job Order Contractor for the Flood Control District of Maricopa County -
240008-JOC
Page 2 of 2
ALL OTHER PROVISIONS SHALL REMAIN IN FULL FORCE AND EFFECT.
Project Owner Approval:
Registrant Approval and Seal:
By:
Firm Name: N/A
Signature:
By:
Title:
Signature:
Date:
Title:
Date:
Included with your offer, your firm/company is required to acknowledge this addendum,
and every addendum, relating to this solicitation by completing the following information:
Addendum No. 240008-JOC Acknowledgement:
__________________________________
Firm Name
__________________________________
Signature
__________________________________
Title
__________________________________
Signatory Printed Name
__________________________________
Date
Sharon Rogers
Contracts Officer
1/8/2024
Sharon Rogers
Ames Construction, Inc.
President, Southwest Region
Gerard F. Miller
January 9, 2024
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Addendum No 3 To Job Order Contractor for the Flood Control District of Maricopa County - 240008-JOC
Page 1 of 2
Office of Procurement Services – Article 5
301 W. Jefferson Street, 7th Floor
Phoenix, Arizona 85003
ADDENDUM NO. 3
TO Job Order Contractor for the Flood Control District of Maricopa County
SERIAL # 240008-JOC
PROJECT OWNERS PROJECT/CONTRACT # 240008-JOC
Addendum Date: January 10, 2024
County Project Owner: FCD
Job Order Contractor for the Flood Control District of Maricopa County, 240008-JOC is
herein modified. The provisions of said documents applicable to these modifications
remain unchanged unless specifically indicated otherwise.
This Addendum No. 3 forms a part of the solicitation/contract documents and modifies
the clauses/provisions as follows:
1. To all interested Respondents:
For clarification purposes, the amount of the Surety Bond to be included in
Respondents submittal shall be $200,000.00. Which is 10% of the estimated budget
for construction for the 1st year which is $2,000,000.00 regardless of the amount of
scopes of work a Respondent is submitting for.
ALL OTHER PROVISIONS SHALL REMAIN IN FULL FORCE AND EFFECT.
Project Owner Approval:
Registrant Approval and Seal:
By:
Firm Name: N/A
Signature:
By:
Title:
Signature:
Date:
Title:
Date:
Sharon Rogers
Contracts Officer
1/10/2024
Sharon Rogers
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Addendum No 3 To Job Order Contractor for the Flood Control District of Maricopa County - 240008-JOC
Page 2 of 2
Included with your offer, your firm/company is required to acknowledge this addendum,
and every addendum, relating to this solicitation by completing the following information:
Addendum No. 3 Acknowledgement:
__________________________________
Firm Name
__________________________________
Signature
__________________________________
Title
__________________________________
Signatory Printed Name
__________________________________
Date
Ames Construction, Inc.
President, Southwest Region
Gerard F. Miller
January 11, 2024
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Addendum No 4 To Job Order Contractor for the Flood Control District of Maricopa County - 240008-JOC
Page 1 of 2
Office of Procurement Services – Article 5
301 W. Jefferson Street, 7th Floor
Phoenix, Arizona 85003
ADDENDUM NO. 4
TO Job Order Contractor for the Flood Control District of Maricopa County
SERIAL # 240008-JOC
PROJECT OWNERS PROJECT/CONTRACT # 240008-JOC
Addendum Date: January 12, 2024
County Project Owner: FCD
Job Order Contractor for the Flood Control District of Maricopa County, 240008-JOC is
herein modified. The provisions of said documents applicable to these modifications
remain unchanged unless specifically indicated otherwise.
This Addendum No. 4 forms a part of the solicitation/contract documents and modifies
the clauses/provisions as follows:
1. To all interested Respondents:
The Proposal Due Date has been changed to January 25th, 2024. Time and
method of submittal has not changed. The Q/A portal closing date will not be
extended from what is in Periscope S2G.
ALL OTHER PROVISIONS SHALL REMAIN IN FULL FORCE AND EFFECT.
Project Owner Approval:
Registrant Approval and Seal:
By:
Firm Name: N/A
Signature:
By:
Title:
Signature:
Date:
Title:
Date:
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF
Addendum No 4 To Job Order Contractor for the Flood Control District of Maricopa County - 240008-JOC
Page 2 of 2
Included with your offer, your firm/company is required to acknowledge this addendum,
and every addendum, relating to this solicitation by completing the following information:
Addendum No. 4 Acknowledgement:
__________________________________
Firm Name
__________________________________
Signature
__________________________________
Title
__________________________________
Signatory Printed Name
__________________________________
Date
Ames Construction, Inc.
President, Southwest Region
Gerard F. Miller
January 15, 2024
DocuSign Envelope ID: 53FC961F-8000-45E0-9314-223CB81F3ADF