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City of Huntington BeachF
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File #: 18- 447 MEETING DATE: 11/ 19/ 2018
REQUEST FOR CITY COUNCIL ACTION
SUBMITTED TO: Honorable Mayor and City Council Members
SUBMITTED BY: Fred A. Wilson, City Manager
PREPARED BY: Travis K. Hopkins, PE, Director of Public Works Subject:
Approve and authorize execution of Professional Services Contracts for On Call Material Testing and Engineering Services with AESCO, Inc., Twining, Inc., and Leighton Consulting, Inc., each in an amount not to exceed $ 250, 000
Statement of Issue:
The Public Works Department requires on call material testing and engineering services to support staff for the design and construction of capital improvement projects, which are identified in the annual capital improvement program.
Financial Impact:
The City' s adopted FY 2018/ 19 Capital Improvement Programs ( CIP) Budget totals $ 24. 7 million for approved projects citywide. Each approved CIP project has a budget containing sufficient funding for design, environmental, engineering, construction, project management and other required costs. The three ( 3) recommended material testing and engineering service contracts have a maximum value of 750, 000 over the next three years and will be funded on an as -needed basis within each project' s individual CIP budget. As such, no additional funding is required by this action.
Rec on:
ATApprove and authorize the Mayor and City Clerk to execute a $250, 000 " Professional Services Contract between the City of Huntington Beach and AESCO, Inc. for On Call Material Testin and Engineering Services;" and,
B) Approve and authorize the Mayor and City Clerk to execute a $250, 000 " Professional Services Contract between the City of Huntington Beach and Twining, Inc. for On Call Material Testing and Engineering Services;" and,,* Jze " rx; tZ7 (
C) Approve and authorize the Mayor and City Clerk to execute a $ 250, 000 " Professional Services Contract between the City of Huntington Beach and Leighton Consulting, Inc. for On Call Material Testing and Engineering Services."* JU0ePar 41&
Alternative Action( s):
Do not authorize the contracts and direct staff with an alternate action. Budgeted Capital Projects City of Huntington Beach Page 1 of 3 Printed on 11/ 15/ 2018 powered by Leoistzr- 11
File #: 18- 447 MEETING DATE: 11/ 19/ 2018
could be delayed until new contracts are approved.
Analysis:
On November 28, 2017, the City advertised a Request for Qualifications (" RFQ") for On - Call Engineering and Professional Consulting Services. Proposals were requested and submitted in compliance with Chapter 3. 03 of the Huntington Beach Municipal Code.
Fourteen ( 14) proposals were received for material testing and engineering services. In accordance with qualifications - based selected procurement per the Federal " Brooks Act," State SB 419, and the City of Huntington Beach Municipal Code Section 3.03 " Professional Services", the Public Works Department established a review board. Proposals were evaluated and ranked by a three ( 3) member panel review team established by the Public Works Department. The reviewers were a Senior Traffic Engineer, and two ( 2) Public Works Contract Administrators. After conducting the entire evaluation process, including negotiation for competitive rates, the top three ( 3) firms were selected to increase the opportunity for competitive proposals for future projects from qualified on -call consultants. They are AESCO, Inc., Twining, Inc., and Leighton Consulting, Inc. A summary of the evaluation sheets for the top ( 3) firms, and the fourth ( 4) firm not selected, are shown in Attachment
4. The recommended contracts are to support staff for material testing and engineering services for various capital improvement projects. These services have historically been utilized to supplement City staff to meet annual CIP goals, as an extension of staff and/ or to provide required expertise for unique projects. It is anticipated that these services will be required based on past years. Each project is evaluated on a case -by -case basis to determine if these as -needed services are necessary.
The City' s Capital Improvement Program (" CIP") Fiscal Year 2018/ 19 CIP totals $ 24. 7 million in new projects. Typical design and construction support costs from use of consultants on a CIP project can vary between ten ( 10) to twenty ( 20) percent of total costs for a CIP project. Therefore, it is practical to conservatively estimate minimum annual consultant costs would be approximately $ 2. 4 million to the City for total CIP projects or $6 million within the next three ( 3) years.
Material testing and engineering services are typically required for all CIP projects, such as street improvements, traffic signal improvements, water improvements, sewer improvements, and other City infrastructure improvements. Therefore, these consultants were selected to meet the projected workload over the next three years with a total contract limit of $750, 000.
This agenda item does not require Public Works Commission Action, Environmental Status:
Not applicable.
Strategic Plan Goal:
Enhance and maintain infrastructure
Attachment( s):
1. Professional Services Contract between the City of Huntington Beach and AESCO, Inc. for On City of Huntington Beach Page 2 of 3 Printed on 11/ 15/ 2018 powered by LeojStarT" l
File #: 18- 447 MEETING DATE: 11/ 19/ 2018
Call Material Testing and Engineering Services.
2. Professional Services Contract between the City of Huntington Beach and Twining, Inc. for On Call Material Testing and Engineering Services.
3. Professional Services Contract between the City of Huntington Beach and Leighton Consulting, Inc. for On Call Material Testing and Engineering Services.
4. Professional Service Award Analysis for AESCO Inc., Twining, Inc., and Leighton Consulting, Inc., and Vendor # 4
City of Huntington Beach Page 3 of 3 Printed on 11/ 15/ 2018 powered by LeoistarTl
PROFESSIONAL SERVICES CONTRACT BETWEEN
THE CITY OF HUNTINGTON BEACH AND
AESCO, INC.
FOR
ON CALL MATERIAL TESTING AND ENGINEERING SERVICES
THIS AGREEMENT (" Agreement") is made and entered into by and between the City of Huntington Beach, a municipal corporation of the State of California, hereinafter referred to as CITY," and AESCO, a California corporation hereinafter referred to as " CONSULTANT." WHEREAS, CITY desiresto engagethe services of a consultant to provide on call material testing and engineering services; and
Pursuant to documentation on file in the office of the City Clerk, the provisions of the Huntington Beach Municipal Code, Chapter 3.03, relating to procurement of professional service contracts have been complied with; and
CONSULTANT has been selected to perform these services, NOW, THEREFORE, it is agreedby CITY and CONSULTANT as follows:
SCOPE OF SERVICES
CONSULTANT shall provide all services as described in Exhibit " A," which is attached hereto and incorporated into this Agreement by this reference. These services shall sometimes hereinafter be referred to as the " PROJECT." CONSULTANT herebydesignatesKay Alabedwho shallrepresentit andbeits sole contact and agentin all consultations with CITY during the performance of this Agreement.
2. CITY STAFF ASSISTANCE
CITY shall assign a staff coordinator to work directly with CONSULTANT in the performance of this Agreement.
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3. TERM; TIME OF PERFORMANCE
Time is of the essence of this Agreement. The services of CONSULTANT are to commence on A1bVe C4- 20 / T ( the "Commencement Date"). This Agreement shall automatically terminate three ( 3) yearsfrom the CommencementDate, unlessextendedor sooner terminated as provided herein. All tasks specified in Exhibit " A" shall be completed no later than three (3) years from the Commencement Date. The time for performance of the tasks identified in Exhibit " A" are generally to be shown in Exhibit " A." This schedule may be amendedto benefit the PROJECT if mutually agreedto in writing by CITY and CONSULTANT.
In the event the Commencement Date precedesthe Effective Date, CONSULTANT shall be bound by all terms and conditions as provided herein.
4. COMPENSATION
In consideration of the performance of the services describedherein, CITY agreesto pay CONSULTANT on a time andmaterialsbasisat theratesspecifiedin Exhibit " B," which is attachedheretoand incorporatedby referenceinto this Agreement, a fee, including all costsand expenses, not to exceedTwo Hundred and Fifty Thousand Dollars ($250, 000).
5. EXTRA WORK
In the event CITY requires additional services not included in Exhibit " A" or changes in the scope of services described in Exhibit " A," CONSULTANT will undertake such work only afterreceivingwritten authorizationfrom CITY. Additional compensationfor suchextra work shallbeallowedonly if theprior written approvalof CITY is obtained.
6. METHOD OF PAYMENT
CONSULTANT shall be paid pursuant to the terms of Exhibit " B." agree/ surfnct/ professional Svcs mayor 2 of 11
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7. DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS
CONSULTANT agrees that title to all materials prepared hereunder, including, without limitation, all original drawings, designs, reports, both field and office notices, calculations, computer code, language, data or programs, maps, memoranda, letters and other documents, shall belong to CITY, and CONSULTANT shall turn these materials over to CITY upon expiration or termination of this Agreement or upon PROJECT completion, whichever shall occur first. These materials may be usedby CITY as it seesfit.
8. HOLD HARMLESS
CONSULTANT hereby agrees to protect, defend, indemnify and hold harmless CITY, its officers, elected or appointed officials, employees, agents and volunteers from and against any andall claims, damages, losses, expenses, judgments, demandsand defensecosts (including, without limitation, costs and fees of litigation of every nature or liability of any kind or nature) arisingout of or in connectionwith CONSULTANT's (or CONSULTANT's subcontractors, if any) negligent (or allegednegligent) performanceof this Agreementor its failure to complywith anyof its obligations contained in this Agreement by CONSULTANT, its officers, agents or employees exceptsuch loss or damagewhich was causedby the sole negligenceor willful misconductof CITY. CONSULTANT will conduct all defense at its sole cost and expense and CITY shall approve selection of CONSULTANT' s counsel. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as limitation upon the amount of indemnification to be provided by CONSULTANT.
9. PROFESSIONAL LIABILITY INSURANCE
CONSULTANT shall obtain and furnish to CITY a professional liability insurance policy covering the work performed by it hereunder. This policy shall provide coverage for CONSULTANT's professional liability in an amount not less than One Million Dollars agree/ surfnet/ professional svcs mayor 3 of 11
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1,000,000.00) per occurrence and in the aggregate. The above - mentioned insurance shall not contain a self -insured retention without the express written consent of CITY; however an insurance policy " deductible" of Ten Thousand Dollars ($ 10,000.00) or less is permitted. A claims - made policy shall be acceptableif the policy further provides that:
A. The policy retroactivedatecoincideswith or precedesthe initiation of the scope of work ( including subsequent policies purchased as renewals or replacements).
B. CONSULTANT shall notify CITY of circumstances or incidents that might give rise to future claims.
CONSULTANT will make every effort to maintain similar insurance during the required extended period of coverage following PROJECT completion. If insurance is terminated for any reason, CONSULTANT agreesto purchaseanextendedreportingprovisionof at leasttwo 2) yearsto reportclaimsarisingfrom work performedin connectionwith this Agreement.
If CONSULTANT fails or refusesto produceor maintainthe insurancerequiredby this section or fails or refuses to furnish the CITY with required proof that insurance has been procuredandis in forceandpaidfor, the CITY shallhavetheright, at the CITY's election, to forthwith terminate this Agreement. Such termination shall not effect Consultant' s right to be paid for its time and materials expendedprior to notification of termination. CONSULTANT waives the right to receive compensation and agreesto indemnify the CITY for any work performed prior to approval of insurance by the CITY.
10. CERTIFICATE OF INSURANCE
Prior to commencingperformanceof the work hereunder, CONSULTANT shall furnish to CITY a certificate of insurance subject to approval of the City Attorney evidencing the foregoinginsurancecoverageasrequiredby this Agreement; thecertificateshall:
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A. provide the name and policy number of eachcarrier and policy; B. statethat the policy is currently in force; and
C. shallpromisethat suchpolicy shallnot be suspended, voidedor canceledby either party, reduced in coverage or in limits except after thirty ( 30) days' prior written notice; however, ten (10) days' prior written notice in the event of cancellation for nonpayment of premium.
CONSULTANT shall maintain the foregoing insurance coverage in force until the work under this Agreement is fully completed and acceptedby CITY.
The requirement for carrying the foregoing insurance coverage shall not derogate from CONSULTANT' s defense, hold harmless and indemnification obligations as set forth in this Agreement. CITY or its representative shall at all times have the right to demand the original or a copy of the policy of insurance. CONSULTANT shall pay, in a prompt and timely manner, the premiums on the insurancehereinabove required.
11. INDEPENDENT CONTRACTOR
CONSULTANT is, and shall be, acting at all times in the performance of this Agreement as an independent contractor herein and not as an employee of CITY. CONSULTANT shall secure at its own cost and expense, and be responsible for any and all payment of all taxes, social security, state disability insurancecompensation, unemploymentcompensationand other payroll deductionsfor CONSULTANT and its officers, agentsand employeesand all business licenses, if any, in connection with the PROJECT and/or the servicesto be performed hereunder.
12. TERMINATION OF AGREEMENT
All work required hereundershall be performed in a good and workmanlike manner.
CITY may terminateCONSULTANT's serviceshereunderat any time with or without cause, and whether or not the PROJECT is fully complete. Any termination of this Agreement by CITY shall agree/ surfnet/ professional Svcs mayor 5 of 11
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bemadein writing, noticeof which shallbedeliveredto CONSULTANT asprovidedherein. In the event of termination, all finished and unfinished documents, exhibits, report, and evidence shall, at the option of CITY, become its property and shall bepromptly delivered to it by CONSULTANT.
13. ASSIGNMENT AND DELEGATION
This Agreementis a personalservicecontractandthe work hereundershall not be assigned, delegated or subcontracted by CONSULTANT to any other person or entity without the prior expresswritten consent of CITY. If an assignment, delegation or subcontract is approved, all approved assignees, delegates and subconsultants must satisfy the insurance requirements as set forth in Sections 9 and 10 hereinabove.
14. COPYRIGHTS/ PATENTS
CITY shall own all rights to anypatentor copyrighton any work, item or material produced as a result of this Agreement.
15. CITY EMPLOYEES AND OFFICIALS
CONSULTANT shall employno CITY official nor any regularCITY employeein the work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial interest in this Agreement in violation of the applicable provisions of the California Government Code.
16. NOTICES
Any notices, certificates, or othercommunicationshereundershallbe giveneitherby personaldeliverytoCONSULTANT'sagent (asdesignatedin Section1hereinabove) orto CITYas the situationshall warrant, or by enclosingthe samein a sealedenvelope, postageprepaid, and depositingthesamein theUnitedStatesPostalService, to theaddressesspecifiedbelow. CITYand CONSULTANT may designate different addressesto which subsequent notices, certificates or agree/ surfnet/ professional Svcs mayor 6 of 11
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other communications will be sent by notifying the other party via personal delivery, a reputable overnight carrier or U. S. certified mail - return receipt requested:
TO CITY:
City of Huntington Beach
ATTN: Joseph Dale
2000 Main Street
Huntington Beach, CA 92648
17. CONSENT
TO CONSULTANT:
AESCO, Inc
ATTN: Kay Alabed
17782 Georgetown Lane
Huntington Beach, CA 92647
714) 375- 3830
When CITY' s consent/ approval is required under this Agreement, its consent/ approval for one transaction or event shall not be deemed to be a consent/ approval to any subsequent occurrence of the same or any other transaction or event.
18. MODIFICATION
No waiveror modificationof anylanguagein this Agreementshallbevalid unlessin writing and duly executedby both parties.
19. SECTION HEADINGS
Thetitles, captions, section, paragraphandsubjectheadings, anddescriptivephrases atthebeginningof thevarioussectionsin thisAgreementaremerelydescriptiveandareincluded solelyfor convenienceof referenceonly andarenot representativeof mattersincludedor excluded from suchprovisions, anddo not interpret, define, limit or describe, or construethe intent of the partiesor affecttheconstructionor interpretationof anyprovisionof this Agreement.
20. INTERPRETATION OF THIS AGREEMENT
The languageof all parts of this Agreementshall in all casesbe construedas a whole, accordingto its fair meaning, and not strictly for or againstany of the parties. If any provisionof this Agreementis held by an arbitratoror courtof competentjurisdictionto be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining agree/ surtheUprofessional Svcs mayor 7 of 11
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covenantsandprovisionsof this Agreement. No covenantor provisionshallbedeemeddependent upon any other unless so expressly provided here. As used in this Agreement, the masculine or neuter gender and singular or plural number shall be deemed to include the other whenever the context so indicates or requires. Nothing contained herein shall be construed so as to require the commission of any act contrary to law, and wherever there is any conflict between any provision containedhereinandany presentor future statute, law, ordinanceor regulationcontraryto which the parties have no right to contract, then the latter shall prevail, and the provision of this Agreement which is hereby affected shall be curtailed and limited only to the extent necessaryto bring it within the requirements of the law.
21. DUPLICATE ORIGINAL
The original of this Agreement and one or more copies hereto have been prepared and signed in counterpartsasduplicate originals, eachof which so executedshall, irrespective of the dateof its executionanddelivery, be deemedanoriginal. Each duplicate original shall be deemed an original instrument as against any party who has signed it.
22. IMMIGRATION
CONSULTANT shall be responsible for full compliance with the immigration and naturalizationlaws of the United Statesandshall, in particular, comply with the provisionsof the United States Code regarding employment verification.
23. LEGAL SERVICES SUBCONTRACTING PROHIBITED
CONSULTANT and CITY agree that CITY is not liable for payment of any subcontractor work involving legal services, and that such legal services are expressly outside the scope of services contemplated hereunder. CONSULTANT understands that pursuant to HuntingtonBeachCity CharterSection309, theCity Attorneyis theexclusivelegalcounselfor agree/ surfnet/ professional sves mayor 8 of 11
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CITY; and CITY shall not be liable for paymentof any legal servicesexpensesincurred by CONSULTANT.
24. ATTORNEY' S FEES
In the event suit is brought by either party to construe, interpret and/or enforce the termsand/or provisionsof this Agreementor to securetheperformancehereof, eachpartyshallbear its own attorney's fees, suchthat the prevailingparty shallnot be entitledto recoverits attorney's fees from the nonprevailing party.
25. SURVIVAL
Terms and conditions of this Agreement, which by their sense and context survive the expiration or termination of this Agreement, shall so survive.
26. GOVERNING LAW
This Agreementshallbe governedandconstruedin accordancewith the lawsof the State of California.
27, SIGNATORIES
Each undersigned represents and warrants that its signature hereinbelow has the power, authorityandright to bind their respectivepartiesto eachof the terms of this Agreement, andshallindemnifyCITY fully for anyinjuriesor damagesto CITY in theeventthatsuchauthority or poweris not, in fact, heldby the signatoryor is withdrawn.
28. ENTIRETY
Thepartiesacknowledgeandagreethatthey areenteringinto this Agreementfreely andvoluntarily following extensivearm's lengthnegotiation, andthat eachhashadthe opportunity to consult with legal counsel prior to executing this Agreement. The parties also acknowledge and agreethat no representations, inducements, promises, agreementsor warranties, oral or otherwise, havebeenmadeby thatpartyor anyoneactingonthatparty'sbehalf, which arenot embodiedin this agree/ surfiiet/ professional sves mayor 9 of 11
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Agreement, and that that party has not executed this Agreement in reliance on any representation, inducement, promise, agreement, warranty, fact or circumstancenot expresslyset forth in this Agreement. This Agreement, and the attached exhibits, contain the entire agreement between the partiesrespectingthe subjectmatterof this Agreement, andsupersedeall prior understandingsand agreementswhether oral or in writing betweenthe parties respecting the subject matter hereof.
29. EFFECTIVE DATE
This Agreement shall be effective on the date of its approval by the City Council.
This Agreement shall expire when terminated as provided herein.
IN WITNESSWHEREOF, thepartiesheretohavecausedthis Agreementto be executedby and through their authorized officers.
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CONSULTANT,
AESCO, Inc.
COMPANY NAME
A California Corporation
By: L
Kay Alab d President
print name
ITS: ( circle one) Chairman/President/Vice President
CITY OF HUNTINGTON BEACH, a
municipal corpolation of the State of
California, - _ nA
M or
Q '
City Clerk Il / 2SPS aS
INITIATED AND APPROVED:
AND
By: A:
A
irector of Public W rks
print name
ITS: ( circleone) Secretary/ChiefFinancialOfficer/Asst.
Secretary - Treasurer
REVIE D APPROVED:
rcityk4anager
APPROVED AS
Attorney
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EXHIBIT " A"
A. STATEMENT OF WORK: ( Narrative of work to be performed) CONSULTANT shallprovideconsultingservicesonan'as-needed' basisfor projectsto be determinedduringtheterm of theagreement. Duringtheterm of theagreement, CITY mayelectto solicit proposalsfrom CONSULTANT. CITY shallissuetaskorderfor eachprojectbaseduponthe scopeof services, work schedule, andfeeproposalsubmittedto CITY for its reviewandapproval.
B. CONSULTANT' S DUTIES AND RESPONSIBILITIES:
CONSULTANT'SdutiesandresponsibilitiesshallbeperCONSULTANT'SStatementof Qualification ( Exhibit A), consistentwith the City of Huntington BeachRequestfor Qualifications for OnCall MaterialTestingandEngineeringServices. Uponaward, andthecontractperiod, if CONSULTANT choosesto assigndifferent personnelto the project, CONSULTANT must submit thenamesandqualificationsof thesestaffto CITYforapprovalbeforecommencingwork.
CONSULTANT shallcomplywith all LocalAssistanceProceduresManual (LAPM), the Caltrans ConstructionManual, theFederalHighwayAdministrationrequirements, andCaltransA&E Sample Contract Language known as Exhibit 10-R, which includes, Caltrans Consultant Proposal DBE Commitment known as Exhibit 10-01 and/or 10-02, and Caltrans Disclosure of Lobbying Activities known as 10-Q ( Exhibit C).
C. CITY' S DUTIES AND RESPONSIBILITIES:
1. Furnish scopeof work requestfor eachproject.
2. Furnish construction plans and specifications to the CONSULTANT.
D. WORK PROGRAM/ PROJECT SCHEDULE:
A projectschedulewill bedevelopedfor eachprojectassignedby CITY.
EXHIBIT A
EXHIBIT " B"
Payment Schedule ( Hourly Payment)
A. Hourly Rate
CONSULTANT' S fees for such servicesshall be basedupon the following hourly rate and cost schedule:
B. Travel Charges for time during travel are not reimbursable.
C. Billinp,
1. All billing shallbedonemonthlyin fifteen (15) minuteincrementsandmatchedto an appropriate breakdown of the time that was taken to perform that work and who performed it.
2. Each month' s bill should include a total to date. That total should provide, at a glance, the total fees and costs incurred to date for the project.
3. A copy of memoranda, letters, reports, calculationsandotherdocumentationprepared by CONSULTANT may be required to be submitted to CITY to demonstrateprogress toward completion of tasks. In the event CITY rejects or has comments on any such product, CITY shallidentify specificrequirementsfor satisfactorycompletion.
VQ
4. CONSULTANT shall submit to CITY an invoice for each monthly payment due.
Such invoice shall:
A) Reference this Agreement;
B) Describe the services performed;
C) Show the total amount of the payment due;
D) Includea certificationby a principal memberof CONSULTANT's firm that the work has been performed in accordancewith the provisions of this Agreement; and
E) For all paymentsincludeanestimateof thepercentageof work completed.
Upon submissionof any such invoice, if CITY is satisfiedthat CONSULTANT is making satisfactoryprogresstoward completion of tasks in accordancewith this Agreement, CITY shall approve the invoice, in which event payment shall be made within thirty ( 30) days of receipt of the invoice by CITY. Such approval shall not be unreasonably withheld. If CITY does not approve an invoice, CITY shall notify CONSULTANT in writing of the reasonsfor non -approval and the scheduleof performance set forth in Exhibit " A" may at the option of CITY be suspendeduntil the partiesagreethat pastperformanceby CONSULTANT is in, or hasbeenbrought into compliance, or until this Agreement has expired or is terminated as provided herein.
1 Exhibit 3
5. Any billings for extrawork or additionalservicesauthorizedin advanceandin writing by CITY shall be invoicedseparatelyto CITY. Such invoice shall contain all of the information required above, and in addition shall list the hours expended and hourly rate charged for such time. Such invoices shall be approved by CITY if the work performedis in accordancewith the extrawork or additionalservicesrequested, andif CITY is satisfied that the statement of hours worked and costs incurred is accurate.
Such approval shall not be unreasonably withheld. Any dispute between the parties concerningpaymentof suchaninvoice shallbetreatedasseparateandapartfrom the ongoing performance of the remainder of this Agreement. 2 Exhibit B
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29 PROFESSIONAL SERVICES CONTRACT BETWEEN
THE CITY OF HUNTINGTON BEACH AND
AESCO, INC.
FOR
ON CALL MATERIAL TESTING AND ENGINEERING SERVICES
Table of Contents
Scope of Services
CityStaff Assistance................................................................................................ 2 Term; " Time of Performance..................................................................................... 2 Compensation.......................................................................................................... 2 ExtraWork............................................................................................................... 2 Methodof Payment.................................................................................................. 3 Disposition of Plans, Estimates and Other Documents........................................... 3 HoldHarmless......................................................................................................... 3 Professional Liability Insurance............................................................................. 4 Certificate of Insurance............................................................................................ 5 IndependentContractor............................................................................................ 6 Termination of Agreement....................................................................................... 6 Assignment and Delegation...................................................................................... 6 Copyrights/ Patents................................................................................................... 7 City Employees and Officials..................................................................................7 Notices......................................................................................... 7 Consent.................................................................................................................... 8 Modification............................................................................................................. 8 SectionHeadings..................................................................................................... 8 Interpretation of this Agreement.............................................................................. 8 DuplicateOriginal.................................................................................................... 9 Immigration............................................................................................................... 9 Legal Services Subcontracting Prohibited................................................................ 9 Attorney' s Fees.......................................................................................................... 10 Survival..................................................................................................................... 10 GoverningLaw......................................................................................................... 10 Signatories................................................................................................................. 10 Entirety...................................................................................................................... 10 EffectiveDate................................................................................. I I CERTIFICATE OF LIABILITY INSURANCE 4/ 252030DYYYY)
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.
IMPORTANT: If the certificate holder is an ADDITIONALINSURED, the pollcy(les) must be endorsed. If SUBROGATIONIS 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 endorsements .
PRODUCER
LAURIE BRENNAN HAUCK
9114 Adams Ave ## 182
Huntington Beach, CA 92646
OC98533
C ACT
PHONE ( 702) 629- 6704 a Ne.(702) 629- 6701
EMAILAQQRErenoo ao . com
INSURERS AFFORDING COVERAGE NAICN
iNsLIFIF - Burlin ton Insurance Company
INSURED Aesco, Inc.
17782 Georgetown Lane
Huntington Beach, Ca 92647
714) 375- 3830
INSURERB: The Hartford
INSURrRc, Houston Casualty Company
INSURERD: The Hartford
INSLIRER
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INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CEi( riFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES OESCRIRFD HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONSAND COND17IONSOF SUCH POLICIES LIMITS SHOWN MANHAVE BEEN REDUCED BYPAID CLAIMS.
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OF OPERATIONS1 LOCATIONS / VEHICLES ( ACORD 101, Addi4onaiRemarksSchedule, may be aiiaaadif morespaceis reeiLired) Certificate holder is namedas an additionalinsured. APPROVED AS TO FORMBy, r _,
4e,
MICHAEL
E. GATESCITY
ATTORNEYCITY
OF HUNTINGT•ON O PACI-I nAKI!
C! 1 A VnXrCity
of HuntingtonBeach Department
of PublicWorks pBEDTI POLICIES
HE CANCELLEDBEFORE THEABOVETHEREOF,
THEEXPIRATK7NDATE THEREOF, NOTICE Vu1L1 BE OEUVEREOIN THEEXPIRATION2000 Main Street ACCORDANCEWITH THE POLICYPROVISIONS. Huntington Beach, Ca 92648AUTHORIZED
REPRESENTATIVE0
1988-2013 ACORDCORPORATION. All rightsreserved. ACORD
25 ( 2013104) The ACORDname and logo are registeredmarks of ACORD Orange County
17782 Georgetown Lane
Huntington Beach, California 92647
AESCO Tele: ( 714) 375- 3830
Fax: ( 714) 375- 3831
Request for Qualifications
FOR
San Bernardino County
14163 Arrow Boulevard
Fontana, California 92335
Tele: ( 909) 284- 9200
Fax: ( 909) 284- 9201
On -Call Construction Materials Testing Services
AESCO Proposal No. P5597
Public Works Department
City of Huntington Beach
2000 Main Street
Huntington Beach, CA 92648
Attention: Mr. Jim Slobojan, Fiscal Services Department AESCO
17782 Georgetown Lane
Huntington Beach, California 92647
Tele: ( 714) 375- 3830
Fax: ( 714) 375- 3831
January 11, 2018
Construction Material Testing/ Inspection Environmental Geotechnical Engineering Services Statement of Qualifications
Table of Contents
Section A Cover Letter
AESCO Proposal No. P5597
Statement of Qualifications
Section B Vendor Application Form ...............................................
Section C Prequalification Form .....................................................
Section D Service Category.............................................................
Firm Qualifications
Key Personnel Summary
References and Projects
AESCO' s Unique Qualifications and Scope of Services
Staffing and Organization Chart
Appendix A Required Forms and Addendum Number One
Appendix B Resumes
Appendix C Sample Field and Test Reports
Appendix D Certifications
Appendix E Related Project Experience
Appendix F Letters of Recommendation
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11 AESCO Proposal No. P5597
Statement of Qualifications
Section A
COVER LETTER
January 11, 2018
Mr. Jim Slobojan
City of Huntington Beach, FiscalServicesDivision
2000 Main Street
Huntington Beach, CA 92648
Subject: Request for Qualifications for
On -Call Construction Material Testing Services
Public Works Department
City of Huntington Beach
AESCO Proposal No. P5597
Dear Mr. Slobojan:
AESCO is pleased to present this Statement of Qualifications to provide On -Call Construction Material Testing Services. Services will be provided for a minimum 3-year term. The scope of work may involve all phasesof project development. AESCO is in acknowledgement of Addendums 1, 2 and 3.
AESCO, a small businessenterprise, has provided constructionquality control and quality assurance services on both small and large municipal capital improvement and commercial projectsin Los Angeles, SanBernardino, Riverside, andOrangeCountiesoverthe past25 years. AESCO has held, or is currently holding, the on -call contract for soils and materials testing and inspection servicesfor the Cities of Huntington Beach, Santa Ana, Villa Park, Buena Park, Irvine, Lynwood, Lakewood, Riverside, and the Orange County Transportation Authority and the Los AngelesUnified SchoolDistrict.
AESCO is a woman - owned corporation ( incorporated in California) and has been in operation since 1993. AESCO is headquartered at 17782 Georgetown Lane, Huntington Beach, CA 92647. Mr. Adam Chamaa, P.E., G.E., EngineeringManager, will bethe point of contact during the period of the proposal evaluation. He can be reached at 17782 GeorgetownLane, Huntington Beach, CA 92647, adam.chamaa@,aescotech.com, 714-375- 3830. AESCO does not anticipate the use of subcontractors for this project.
Construction Material Testing/ Inspection 1
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AESCO Proposal No. P5597
Statement of Qualifications
AESCO's laboratory has been approved or certified by the Division of State Architect DSA), California Department of Transportation ( Caltrans) under certification # 1002, by the City of Los Angeles under certification # 10191, by the CCRL, and by the AMRL. AESCO is also a current member of the Independent Assurance Program with Caltrans, CCRL, AMRL, Proficiency SampleProgram, and ISO/IEC 17025.
All testingwill beperformedin AESCO's laboratoryandall workwill bein compliancewith applicablegoverninglocal, Stateand Federalagenciesand laws including Caltrans.
AESCO has 4 California Registered Engineers on staff. AESCO' s personnel has provided construction quality control and quality assuranceservices and geotechnical engineering serviceson both large and small public works projects in Orange, Los Angeles, Riverside, and San Bernardino Counties over the past 25 years.
AESCO will respond within 24- hours upon request by the City.
AESCO has reviewed the sample agreement and insurance requirements and is willing to execute the agreementas drafted and will be able to provide the required documentation following notice of award.
If youneedfurtherassistanceregardingthismatter, pleasegivefeelfreeto calleithermyself or ebra Perez. We look forward to hearing from you.
ery trul yours,
AESCO, C.
maa, P. E., Debra Perez
CEn '
eering Manager Project Manager
Kay Alabed
President
Construction Material Testing/ Inspection ,
Environmental and Geotechnical Engineering Services
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AESCO Proposal No. P5597
Statement of Qualifications
Section B
VENDOR APPLICATION FORM
REQUEST FOR PROPOSAL
VENDOR APPLICATION FORM
TYPE OF APPLICANT: NEW F CURRENT VENDOR
Legal Contractual Name of Corporation:
ContactPersonfor Agreement: Kay Alabed
Corporate Mailing Address:
17782 Georgetown Lane, Huntington Beach, CA 92647
City, State and Zip Code:
17782 Georgetown Lane, Huntington Beach, CA 92647
E-MailAddress: [email protected]
Phone: 714- 375- 3830 Fax: 714-375-3831
ContactPersonforProposals: Adam Chamaa, P.E., G.E.
Title: Vice President E-Mail Address: Adam. ChamaaCRAescotech.com Business Telephone: 714- 375- 3830
AESCO Inc.
BusinessFax: 714-375-3831
Is your business: (check one)
NONPROFIT CORPORATION FOR PROFIT CORPORATION
Is your business: (check one)
F CORPORATION LIMITED LIABILITY PARTNERSHIP
INDIVIDUAL SOLE PROPRIETORSHIP
PARTNERSHIP UNINCORPORATED ASSOCIATION
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AESCO Proposal No. P5597
Statement of Qualifications
Names & Titles of Corporate Board Members
Also list Names & Titles of persons with written authorization/ resolution to sign contracts) Names Title Phone
Kay Alabed President 7143753830
Adam Chamaa vice President 714375- 3830
Federal Tax Identification Number: 72- 1253958
City of Huntington Beach Business License Number: A199958 If none, you mast obtain a Huntington Beach Business License upon award of contract.) City of Huntington Beach Business License Expiration Date: 09- 30- 18 Construction Material Testing/ Inspection
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AESCO Proposal No. P5597
Statement of Qualifications
Section C
PRE -QUALIFICATION FORM
EXHIBIT A: PRE - QUALIFICATION FORM
ON - CALL CONSTRUCTION MATERIAL TESTING SERVICES
RVICE C
A. Construction Material Testing ©/ No
KA (Initial) Consultant is willing to executethe sampleAgreementasdrafted, including any other potentially more restrictive terms and conditions as outlined in Caltrans' LAPM. Exhibit 10-R ( See Appendix B). Consultant is aware the actual Agreement " MAY" differ due to Caltrans requirement.
K+ (Initial) Consultant is ableto provide the insuranceasrequired, including any other Mtentiallv more restrictive terms and conditions as outlined in Caltrans' LAPM Exhibit 10- R ( See Appendix B& C).
Firm Name: AESCO
Firm Address:
17782 Georgetown Lane, Huntington Beach, CA 92647
Signature. Date: January 4 , 2018
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AESCO Proposal No. P5597
Statement of Qualifications
Section D
SERVICE CATEGORY
FIRM QUALIFICATIONS ( i)
AESCO is a woman -owned corporation ( incorporated in California) and we currently have thirteen employees. AESCO has been providing servicessimilar to those requestedsince 1993, a total of 25 years. AESCO has been retained as the geotechnical, construction material testing and inspectionandenvironmentalengineeringfirm for the City of Huntington Beach since 2001. Therefore, we are very familiar with working with the City, and in particular, the Department of Public Works. AESCO is known for responding to requests in a very timely manner and providing excellent service to the City. AESCO provides a budget to the City for each project prior to the start of work.
AESCO is SBE, DBE/ UDBE, WBE, and CBE certified. AESCO' s laboratory is certified by DSA, Caltrans and City of Los Angeles. AESCO has been performing material testing services for various clients including the Cities of Los Angeles, Costa Mesa, Inglewood, Long Beach, Diamond Bar, Lakewood, Huntington Beach, Lynwood, Riverside, Buena Park, Irvine, Santa Ana; the Los Angeles Unified School District; Alhambra School District; SANBAG; Caltrans; Los Angeles Metropolitan Transit Authority ( MTA); and the Orange County Transportation Authority ( OCTA). AESCO currently holds the on -call contract for testing and inspection services for the City of Huntington Beach. As a small firm AESCO has the ability to respond to requests immediately and can devote more attention to each project.
Construction Materials ' resting and Inspection Services AESCO operates a construction materials engineering ( CME) laboratory in Huntington Beach, California, and is capable of performing in-house or on -site testing and inspection services. AESCO also regularly tests and inspects brick, granite, stone masonry, mortar, reinforcing steel, andmanufacturedelementssuchaspre -stressedbeamsand pre -castpanels.
Engineering consultation and inspection services are available for each phase of construction including: Aggregate Evaluation, Concrete Mixtures - Design, Inspection, and Testing, Bituminous Materials Testing, Refractory Testing, Roof Inspection and Testing, Soils Compaction and Stabilization Tests and Inspection, Structural Steel Fabrication and Erection Construction Material Testing/ Inspection 6 i,
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AESCO Proposal No. P5597
Statement of Qualifications
AESCO
Inspection, Qualification of Welders and Procedures, Welding Inspection, and Rebar Inspection. AESCO provides full grading inspection services during construction. To expeditesite grading, AESCO can setup a portablelaboratoryon site, capableof performing most of the essential tests that may be required.
Geotechnical Engineering Services
AESCO's geotechnical investigations have included: foundation and pavement design, settlementproblems, compactionmonitoring andtesting, shallow and deepenedfoundations, pressure injected footings, earth retaining structures, landslide analysis and control, expansive/collapsing soils, underpinning and special foundations, construction dewatering and drainage, pipelinesand utilities, liquefaction analyses, and fault evaluation. Laboratory testing is performed using ASTM, AASHTO, and other applicable specifications and guidelines.
Environmental Engineering
AESCO can provide a full range of Environmental Engineering services that are vertically integrated to deliver a complete " turnkey" package including: Phase I -Initial Environmental Site Assessment ( ESA), the Phase II - Investigation, Phase III- Remediation and Mitigation Design, and Final Close Out Report. In addition, AESCO provides a range of Regulatory Compliance services.
While working on the City of Huntington BeachProjects, eachteam memberis responsible to a registeredEngineerwho is available to assistinspectionpersonnelon interpretationof test requirements, plans and specifications interpretation and Building Code matters of compliance. AESCO generatesthousandsof material testingreportsfor soils, concrete, steel and other building materials from our Huntington Beachlaboratory. The Huntington Beach facility comprisesof over 6000 squarefeet laboratoryequipmentwith stateof the art testing equipment. AESCO's testing equipment is fully computerizedand connectedto our main server. AESCO' s reports are digitalized and maintained on AESCO' s main frame server and Construction Material Testing/ Inspection
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I AESCO Proposal No. P5597
Statement of Qualifications
on the web for immediate access for our engineers and clients.
AESCO has NEVER had any OSHA citations. AESCO has never had any outstanding or pendingcomplaintsthroughthe BetterBusinessBureau, Stateof CaliforniaDepartmentof Consumer Affairs.
KEY PERSONNEL SUMMARY ( ii)
AESCO has 4 registered engineers and employees that are experienced; we have the necessaryresourcesandtechnicalknowledgeto guaranteethattheservicesrequiredfor your projects are provided within your budget, timetable and quality expectations; and can accommodate your project' s staffing needs.
Name Years of Experience Education/ Credentials
Adam Chamaa 30+ B. S. Civil Engineering,
Engineering M. S. Civil Engineering
Manager Licensed California Engineer, P. E.
C. E. No. C53992
Licensed California Geotechnical Engineer
G. E. No. GE2784
Nuclear Density Machine Operator
Russell L. Scharlin 30+ B.S. Civil Engineering
Quality Control M. S. Civil Engineering
Manager Licensed California Engineer. P. E.
C. E. No. C25723
Licensed California Geotechnical Engineer
G. E. No. 751
Amer Hazboon 20+ B.S. Civil Engineering
Environmental M. B. A.
Engineer Licensed California Civil Engineer. P.E.
C. E. No. C64478
Certifications:
40- hour Health and Safety Training
Registered Deputy Inspector for the City of Los Angeles, Methane Mitigation Systems
ICC Certified California UST System Operator
Certified Liquid Boot Inspector
Certified Tremco Barrier Inspector
Andrew Stone, C. G., 30+ B.S. Geology
C. G. E. Certified Engineering Geologist ( C.E.G.)
Engineering Certification No. 1648
Geologist
Debra Perez 30+ B. S. Renewable Natural Resources
Pro' ect Mana er Nuclear Density Machine Operator
David J. Ryan, P. E. 40 B.S. Civil Engineering
Senior Engineer Licensed California Engineer, P. E.
C. E. No. C49661
Construction Material Testing/ Inspection
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Statement of Qualifications
Duane Wentworth 40 University of California, Berkeley Extension. Certificate for Senior Inspector Construction Inspection of Traffic Signals and Highway Lighting Systems.
California State University, Long Beach. Major: Mechanical Engineering.
Orange Coast College. A. A. Engineering
Caltrans Resident Engineers Academy
Asphalt Materials from the Asphalt Institute
Kay Alabed, 25 B. S., Dental Medicine
Project Coordinator
Omar Chamaa 11 B. S., Civil Engineering
Quality Control E. I. T. Certificate No. 135299
Engineer HazardousMaterials 40-hour Training
ICC Certified Reinforced Concrete
Caltrans Certificate of Proficiency for: Calculations
Pertaining to Gradings & SpG, Sampling Highway
Materials & Products, Soil & Aggregate Sample
Preparation, Sieve Analysis of Fine & Coarse
Aggregates, Sand Equivalent, Air Content, Freshly
Mixed Concrete, Pressure, Density of Fresh Concrete,
Flexural Strength of PCC, Ball Penetration in Fresh
Portland Cement Concrete, Sampling Freshly Mixed
Concrete, PCC Cylinder Fabrication, Air Content of
Freshly Mixed Concrete -Volumetric Method, Slump of
FreshPortland CementConcrete, Temperatureof Freshly
Mixed Portland Cement Concrete
City of Newport Beach Deputy Inspector
City of Garden Grove Deputy Inspector
City of Long Beach Deputy Inspector
City of Riverside Deputy Inspector
Radiation Safety and Use of Nuclear Gage
ACI Concrete Field Testing Technician
TWIC
Giovanni Mikhael 11 AWS Welding Inspector
Inspector Caltrans Certificate of Proficiency for: Air Content, Freshly Mixed Concrete, Pressure, Density of Fresh
Concrete, Flexural Strength of PCC ( Fabrication only), Ball Penetration in Fresh Portland Cement Concrete,
Sampling Freshly Mixed Concrete, PCC Cylinder
Fabrication, Slump of Fresh Portland Cement Concrete,
Temperature of Freshly Mixed Portland Cement
Concrete
County of Los Angeles Certified Inspector
I ariq Abdullah 15 B.S., Geology
Laboratory Manager Caltrans Certificate of Proficiency for: Calculations for Gradings & SpG, Soil & Aggregate Prep., Sieve Analysis
of Fine & coarse Aggregates, Percentage of Crushed
Particles, Specific Gravity & Absorption of Fine and
coarse Aggregate Sand Equivalent, Moisture content,
Cleanness of Coarse Aggregate, Durability Index, R-
Value Soils and Bases, Preparation of Bituminous
Mixtures for Testing, Bulk Secific Gravity & Denisty of Bituminous Mixtures, Theoretic Max Specific Gravity &
Density of Bituminous Paving Mixtures, Stabilometer
Value, Moisture Content using Microwave, Asphalt
Content of Bituminous Mixes, Ignition Method
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AESCO Proposal No. P5597
Statement of Qualifications
NICET Level II for: Asphalt, Concrete, Soil
Radiation Safetyand Useof Nuclear Gage
Ruben Rocha 12 B.A., Business, Devry University, in progress Inspector Professional Certifications:
County of Los Angeles Certified Deputy Inspector
Masonry and Concrete
ICC Structural Masonry and Concrete Certified
Inspector
ACI Certified, ConcreteField Testing Technician
Certified RadiationSafetyandNuclear GageOperator
Caltrans Certificate of Proficiency for: Air Content,
FreshlyMixed Concrete,
Pressure, Density of FreshConcrete, Flexural Strengthof PCC ( Fabrication only),
Ball Penetration in Fresh Portland Cement Concrete,
Sampling Freshly Mixed
Concrete, PCC Cylinder Fabrication, Slump of Fresh
Portland Cement Concrete,
Temperature of Freshly Mixed Portland Cement
Concrete
TWIC Card
Note: Certificates of AESCO' s Registered Engineers are included within Appendix D. Inspector certificates are available upon request.
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AESCO Proposal No. P5597
Statement of Qualifications
REFERENCES and PROJECTS ( iii)
Client Name: Orange County, Department of Public Works, September 2016 to Current
Project Name: ADA Restroom Upgrade and Office Improvements and other on - call contracts
Contact Name & Phone: Mr. Erik Nelson, Project Manager III ( 657) 247- 1298 Email: Erik. Nelson n,ocpw. oc ogv. com
Scope of Work: Materials Testing and Inspections, Geotechnical Engineering AESCO Project Manager: Adam Chamaa, P. E., G. E.
Key Personnel: Dave Ryan, P.E., Quality Control Manager, Giovanni Michael, Inspector.
Client Name: City of Santa Ana, June 2010 to Current
Project Name: First Street Bridge Replacement and Road Rehabilitation and other on - call contracts
Contact Name & Phone: Mr. Gerardo Lechuga, Project Manager ( 714) 552- 5336 Email: glechuga(& santa- ana. org
Scope of Work: Materials Testing and Inspections
AESCO Project Manager: Adam Chamaa, P. E., G. E.
Key Personnel: Russell J. Scharlin, P.E., G.E., Quality Control Manager; Omar Chamaa, Field Engineer and Inspector; Giovanni Michael, Inspector.
Client Name: City of Corona, September 2013 to December, 2015 Project Name: Geotechnical and Materials Testing for Auto Center Drive Grade Separation
Contact Name & Phone: Ms. Linda Bazmi, Senior Engineer ( 951) 830- 2132 Email: Linda. Bazmi( a, ci. corona. ca. us
Scope of Work: Materials Testing and Inspections
AESCO Project Manager: Russ Scharlin, P. E., G. E.
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Key Personnel: Adam Chamaa, P. E., G. E., Quality Control Manager; Omar Chamaa, Field Engineer and Inspector; Giovanni Michael, Inspector.
Client Name: City of Villa Park, August 2012 to Current Project Name: Sewer Line Replacement Program
Contact Name & Phone: Mr. Akram Hindiyeh, City Engineer ( 949) 547-0816 Email: ahindiyehia',villapark. org
Scope of Work: Geotechnical Engineering and Materials Testing AESCO Project Manager: Adam Chamaa, P. E., G. E.
Key Personnel: Russell J. Scharlin, P.E., G. E., Quality Control Manager; Omar Chamaa, Field Engineer and Inspector.
Client Name: City of Huntington Beach, September 2017 to Present Project Name: Beach Boulevard Water Main Extension
Contact Name & Phone: Mr. John Griffin, Contract Administrator ( 949) 375- 5011 Email: j riffin surfcity hb.org
Scope of Work: Construction Management, Materials Testing and Inspections AESCO Project Manager: Dwayne Wentworth
Key Personnel: Adam Chamaa, P.E., G. E., Quality Control Manager, Dave Ryan, P.E., Construction Management, Testing and Inspections Client Name: County of Orange and Caltrans, October 2011 to January, 2014
Project Name: Seismic Remediation, John Wayne Airport
Contact Name & Phone: Mr. Steve Chaky, Project Manager ( 949) 252-5275 Email: schakyLa) ocair. com
Scope of Work: Materials Testing and Inspections
AESCO Project Manager: Russell J. Scharlin, P. E., G. E.
Key Personnel: Adam Chamaa, P.E., G.E., Quality Control Manager; Jess Lim, Inspector; Giovanni Michael, Inspector.
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AESCO Proposal No. P5597
Statement of Qualifications
AESCO' s UNIQUE QUALIFICATIONS and SCOPE OF SERVICES ( iv) AESCO has been performing materials testing, construction inspection, geotechnical engineering, and environmental engineering for the City of Huntington Beach since 2001. We have performed geotechnical engineering, environmental engineering and construction materialstesting and inspectionsfor projectsranging from streetrehabilitation to lift stations and new structures. AESCO' s location within the City makes AESCO an ideal candidateto perform the required scope of services in a very timely manner. We have always provided immediate response to all requests and have worked around the clock on emergency projects, as needed.
The project consistsof performing on -call construction materialstesting for various public works infrastructureprojectsfor thenext 3 years. The Scopeof Servicesmay include, but not be limited to, the following: all tests to be performed in accordance with the Caltrans Construction Manual, the Caltrans Standard Specifications and Project Special Provisions, the City' s Quality Assurance Program ( QAP), Department of Transportation, Construction Manual, Chapters 3 and 6; initial " Samples and Tests" on proposed materials and Acceptance Tests" on materials placed, and other Federal Highway Administration FHWA) requirements; testing to be conductedwithin our CaltransCertified laboratory by Caltrans accredited personnel; density tests will be performed with a nuclear densometer or sand cone and maximum density curves will be performed on various materials in accordance with ASTM D1557; concrete cylinders and slump testing by ACI certified technician; compressionstrengthtestingper ASTM C39; maintainrecordsof all samplesand tests including failing tests and retests, provide test results with statement regarding pass or fail signedby authorizedrepresentative; maintain Testing Plan and Log submittedmonthly with the Contract Quality Control Report; maintain a rework Items list of work which does not comply with the Contract; perform maximum densitytestsatjob site; maintain recordsof samplesand tests, including failing tests, in permanentjob file; use economical mode of transportation; upon completion of project provide a Materials Certification noting all non- conforming materials; the materialscertification memorandumto be signedby a California licensed engineer; all Non -Compliance results of materials to be reported to City Project Manager and Project Inspector within 24 hours.
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AESCO Proposal No. P5597
Statement of Qualifications
RESUMES ( v)
Resumes are included within the Appendix.
STAFFING
AESCO offers the City an integratedteam comprisedof engineers, geologists, engineering techniciansanddeputyinspectorsexperiencedin all aspectsof municipaldevelopmentand construction testing. Staff will be available for the City of Huntington Beach projects at all times. No sub -consultants are anticipated for this project.
Organization Chart
M4111— iNGTON BIFSACF- Vice
President/Geotechnical Engineer Adam
Chamaa, P. E., G. E. Project
Manager Quality
Control Director/GeotechnicalEngineer Russ
Scharlin, P. E., G. E. Quality
Control Manager Duane
WentworthDave
Ryan, P. E. Quality
Control LaboratorySupervisor Taria
AbdullahQuality
Control CoordinatorOmar
Chamaa, E. I. T. Kay
AlabedMaterials
Testing and InspectionPersonnel Giovanni
Michael Ruben
Rocha 20+
AdditionalInspectors As NeededConstruction
Material Testing/ InspectionEnvironmental
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AF' SCO Proposal No. P5597
Statement of Qualifications
UNDERSTANDING and METHODOLOGY
AESCO has been retained as the construction material testing and inspection, geotechnical and environmentalengineeringfirm for the City of Huntington Beachfor the past 17years.
Therefore, we are very familiar with working with the City and in particular the Department of Public Works. AESCO is known for responding to requests in a very timely manner and providing excellent service to the City. AESCO provides a budget to the City for each project prior to the start of work.
Every project has its own unique scheduling and construction challenges; therefore, AESCO's methodology is intended to be flexible and allows input from the Owner to guaranteesmooth completion of the project. AESCO's team is comprisedof some of the most experiencedprofessionalsin the industry. The overall project team is alwaysavailable for discussions regarding the project in order to craft solutions. Each inspector has multiple licenses that allow them to perform various inspection duties simultaneously, thus creating an efficient budget for the Owner. AESCO will provide qualified soil technicians and deputy inspectors with extensive public facility, utility and roadway site grading experience.
AESCO' s method of operation is the following:
Prior to the start of any project AESCO will become familiar with the contract documents, project plans, technical specification, etc. and existing site( s) and conditions, and other pertinent project documents and meet with the CITY to review staffing, project needs, coordinate inspections and testing, and will also attend the pre -construction meeting( s) if requested.
AESCO provides a 24-hour live answeringserviceandone of our Project Engineers is always available to answer any technical or scheduling issues. Technicians shall be available upon 24- hour notice, or less, and for occasional night work.
AESCO digitally controls all assigned tasks to our technicians and each unit of service is closely watched by our project manager. AESCO does not exceed the assigned budget for its services prior to authorization by the CITY.
The inspector ( or inspectors) then arrives at the site to perform the required testing and inspections. The technician will arrive at the site with the correct equipment, Construction Material Testing/ Inspection 15
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AESCO Proposal No. P5597
Statement of Qualifications
calibrated to existing standards with documentation. Equipment calibration shall be performedprior to the startof work and costsare included in the total hourly rate for field services. All samples will be transported from the project site to the laboratory for testing as required.
All breaksand other laboratorytesting are scheduledthrough our electronic dispatch system where notification is automatically issued to the laboratory manager to perform specific tests, suchas: breaksof concretecylindersat a scheduleof 7, 14and 28-day breaks; beam, masonry, prism breaks; aggregate testing; etc.
Daily field reportsandtestresultsarecreateddigitally in a standardreportformat and emailed within 24 hours of completion of the test or inspection to the CITY. Field testing/compactionresults of subgradeor asphaltconcreteshall be communicatedto CITY personnelas soon as the testshave beencompleted, on sameday of testing, with hard copy to follow.
Any testor inspectiondeficiencies, suchas; failing compaction, concretenot reaching the required strength, concrete with high slump, cleanness of rebar, cleanness of footings, etc., will be discussed immediately with the CITY Inspector. Our professionals will provide practical solutions to critical issues encountered in the field, considering both cost and technical implications.
A draft report summarizing test results and raw data will be submitted for review following completion of construction which will summarize all failed and passing tests. The reportwill includethe testsperformed, testingdatesandteststandardused.
After written approval, copies of the final certification report of all inspection servicesperformed for specific projects will be completedwithin 10 working days.
All laboratory reports and inspection reports are supervised, reviewed and signed by a California Licensed Professional Engineer/ Geotechnical Engineer.
AESCO will comply with OSHA requirements Safety Standards. On occasion, technicians are required to enter confined spaces to perform work and will have completed confined space training and have proof of training upon arrival to do confined space work.
All inspectors are required to communicate on a daily basis with our Quality Control Manager who ensures that all work is being performed in accordance with the Quality Construction Material Testing/ Inspection
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AESCO Proposal No. P5597
Statement of Qualifications
Control Manual.
AESCO has been successful in consistently completing its projects within the assigned budget and schedule. We thoroughly evaluate our task and scopeof work, and build an efficient budget for our work. Therefore, we seldom exceed the budget or schedule. AESCO hasa practiceof obtaining advanceapprovalfrom clients prior to initiating any work which will add costs to the originally approved budget.
AESCO maintains a strict Quality Control Program ( QAP). AESCO is a member of, and certified by severalindependentcertification agencies, suchasDSA, AMRL, CCRL, Caltrans, the City of Los Angeles, and the City of San Diego. AESCO is also part of the yearly reference sampling program for these agencies. These involvements ensure a rigorous training of AESCO' s technicians and test method verifications. Test results and field reports arereviewedby AESCO's project managerandquality control engineer, eachof whom has30 years of experience.
INNOVATIVE and FLEXIBLE APPROACHES
AESCO has used various approaches to save clients time and money as shown below:
AESCO can provide immediate responseto short notice requests AESCO is available to work around the clock, when needed AESCO has a Geotechnical Engineer/ Project Engineer available at all times to respond to emergency needs
AESCO can provide a fully equipped concrete mobile laboratory to assist in immediate on -site testing
An example of our approach is the emergency response AESCO provided to the City of Huntington Beach when a large sinkhole developed in the middle of one of the major thoroughfares; Warner Avenue. AESCO personnel were on -site around the clock to assist in the repair and to devise a dewatering system to be used during construction. The project was completed approximately 20 percent earlier than was anticipated.
AESCO also provided emergency response to the Alhambra Unified School District when an excavation flooded at night due to broken water line at Garfield Elementary School. AESCO' s Geotechnical Engineer was on -site at 7:00 A. M. on a Saturday to Construction Material Testing/ Inspection
Environmental and Geotechnical Engineering Services
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AESCO Proposal No. P5597
Statement of Qualifications
assist the District in mitigation of the problem and to stabilize the subgrade.
As part of AESCO' s innovative approach to testing and inspection AESCO monitored the contractor' s curing procedures and modified as necessary to protect the concrete from extreme hot and cold weather conditions during the construction of the Whitegates Reservoirs for the City of Riverside. Daily inspections were required to monitor the concrete temperature and humidity to prevent micro -cracking of the concrete due to shrinkage and expansion. AESCO also instructed the contractor to provide heat blankets to maintain the curing temperature of the concrete as concrete placementwas performed during cold weatherduring the construction of the Brea- Olinda Landfill Gas -to Energy Facilities for the County of Orange. AESCO also provided special soil stabilization and subgrade enhancement recommendations to mitigate the wet, fine soil during construction of Northrup Elementary School for the City of Alhambra. AESCO also evaluated the effects of the existing trees on the new construction and provided recommendations to mitigate distress due to roots and landscaping.
AESCO has performed construction materials testing and inspection services on several Federally funded projects including several roadway rehabilitation projects for the City of Huntington Beach and Pomona and several grade separation and freeway widening projects for Caltrans which were all partially state and federally funded.
AESCO has a strong financial base, and has never experienced any bankruptcy, pending litigation, office closure, nor has any impending mergerin the near future.
AESCO is able to complete projects within the established schedule, and does not add on additional work without prior authorization.
AESCO' s commitment to quality assurance extends to field and laboratory staff that is certified in various technical disciplines by multiple agencies such as Caltrans, ACI, NICET, and ICC. AESCO' s accredited materials testing laboratory and collection of resourceful field and laboratory equipment enable our professionals to efficiently determine precise methods for qualifying construction materials.
Construction Material Testing/ Inspection
Environmental and Geotechnical Engineering Services
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0 AESCO Proposal No. P5597
Statement of Qualifications
APPENDIX A
REQUIRED FORMS and ADDENDUM NUMBER ONE
Construction Material Testing/ Inspection
Environmental and Geotechnical Engineering Services
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AESCO Proposal No. P5597
Statement of Qualifications
Local Assistance Procedures Manual Exhibit 10- 01
Consultant Proposal DBE Commitment
EXHIBIT 10- 01 CONSULTANT PROPOSAL DBE COMMITMENT
1. Local Agency: City of Huntington Beach 2. Contract DBE Goal 0%
3. Project Description: On -Call Material Testing and Inspection Services
4. ProjectLocation: Huntington Beach, CA
5. Consultant' s Name: AESCO 6 Prime Certified DBE: fid 7 Description of Work. Service, or Matenals
Supplied
8. DBE
Certification
Number
9. DBE Contact Information
a
10 DBE/ o
Materials testing and inspection services 35370 Kay Alabed 714- 375- 3830
100%
Local Agency to Complete this Section
11. TOTAL CLAIMED DBE PARTICIPATION
o
100 / o17 Local Agency Contract Number
18. Federal - Aid Project Number:
19 Proposed Contract Execution Date: ( NAME)
IMPORTANT: Identify all DBE firms being claimed for credit, regardless of tier. Written confirmation of each listed DBE is Local Agency certifies that all DBE certifications are valid and information on this form is complete and accurate.
required
1 C% 1- 4- 18
20. Local Agency Representative' s Signature 21. Date 12. Preparer' s Signature 13. Date Kay Alabed 714- 375- 3830
22. Local Agency Representative' s Name 23. Phone 14. Preparer' s Name 15 Phone President
24. Local Agency Representative' s Title 16. Preparer' s Title DISTRIBUTION: Original — Included with consultant' s proposal to local agency ADA Notice: Forindividualswithsensorydisabilities, thisdocumentis availableinalternateformats. Forinformationcall (916) 654-6410or TDD (916) 654- 3880 or write Records and Forms Management 1120 N Street. MS- 89, Sacramento. CA 95814,
July 23, 2015
0 AESCO
Local Assistance Procedures Manual
AESCO Proposal No. P5597
Statement of Qualifications
Exhibit 10- 02
Consultant Contract DBE Commitment
EXHIBIT 10- 02 CONSULTANT CONTRACT DBE COMMCCMENT
1. Local Agency City of Huntiington Beach 2 Contract DBE Goal 0% 3 Project Description: On -Call Material Testing and Inspection Services 4 ProjectLocation Huntington Beach, CA
5 Consultant' s Name AESCO Inc 6. Prime Certified DBE: 4 7. Total Contract Award Amount: TBD
8. Total Dollar Amount for ALL Subconsultants: No Subconsultants 9 Total Number of ALL Subconsultants: 0
10. Description of Work, Service, or Materials
Supplied
11. DBE
Certification
Number
12. DBE Contact Information
13. DBE
Dollar
Amount
Material Testing and Inspection Services 35370 Kay Alabed 714- 375- 3830
TBD
Local Agency to Complete this Section
14. TOTAL CLAIMED DBE PARTICIPATION
TBD
20. Local Agency Contract
mt er (
NAME)
100
21. Federal - Aid Project Number:
22. Contract Execution
nnt.
Local Agency certifies that all DBE certifications are valid and information on IMPORTANT: Identify all DBE firms being claimed for credit, this form is complete and accurate. regardless of tier Written confirmation of each listed DBE is required.
1- 8- 18
23. Local Agency Representative' s Signature 24. Date 15. Preparer' s Signature 16. Date Kay Alabed 714- 375- 3830
25. Local Agency Representative' s Name 26 Phone 17. Preparer' s Name 18 Phone President
27. Local Agency Representative' s Title 19 Preparer' s Title DISTRIBUTION: 1 Original — Local Agency
2. Copy — Caltrans District Local Assistance Engineer ( DLAE). Failure to submit to DLAE within 30 days of contract execution may result in de -obligation of federal funds on contract ADA Notice: For individuals with sensory disabilities, this document is available in alternate formats. For information call ( 916) 654- 6410 or TDD ( 916) 654- 3880 or write Records and Forms Management, 1120 N Street, MS- 89, Sacramento, CA 95814.
Cc
Environmental and Geotechnical Engineering Services
www. AescoTech. com
July 23, 2015
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AESCO Proposal No. P5597
Statement of Qualifications
Local Assistance Procedures Manual EXHBIT 10- Q
Disclosure of Lobbying Activities
ExHiBrr 10-Q DISCLOSUREOFLOBBYINGACTIVITIES
COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT TO 31 U. S.C. 1352
1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type:
a contract a. bid/ offer/ application a. initial
b grant b. initial award b. material change
e cooperative agreement c. post -award
d loan For Material Change Only:
e loan guarantee year quarter
f loan insurance date of last report _
4. Name and Address of Reporting Entity 5. If Reporting Entity in No. 4 Is Subawardee, Enter Name and Address of Prime:
Prime Subawardee
Tier ifknown
Congr", viontal District, if known
6. Federal Department/ Agency:
8. Federal Action Number, if Mown:
10. Name and Address of Lobby Entity
If individual. last name, first name, MI)
Congressional District, if known
7. Federal Program Name/ Description:
C FDA Number, if applicable
9. Award Amount, if ( mown:
11. Individuals Performing Services
including addressif different from No 10)
last name, first name, MI)
attach Continuation Sheevsl if necessary)
12. Amount of Payment ( check a6 that apply) 14. Type of Payment ( check all that apply) S (CONSULTAN actual planned a. retainer
b. ore - time fee
13. Form of Payment ( check all that apply): c. commission cash d contingent fee
Ba. b in -kind; specify: nature a deferred
Value _ . f. other, specify _...._ __.
15. Brief Description of Services Performed or to be performed and Date( s) of Service, including olficer( s), employee( s), or member( s) contacted, for Payment Indicated in Item 12:
attach Continuation Sheet(s) if necessary)
16. Continuation Sheet( s) attached: Yes No
17. information requested through this farm is authorized by Title 31 U. S.C. Section 1352. ' Ibis disclosure of lobbying reliance Signature: ' was placed by the tier above when his transaction was made or entered into. This disclosure is required pursuant to 31 U.S.C. Print Name: Kay Alabed 1352. This information will be reported to Congress
semiannuallyandwillbeavailableforpublicinspection. Any Title: presidentperson who fails to file the required disclosure shall be subject to a civil penalty of not less than $ 10.000 and not more than S100, 000 for each such failure. Telephone No.: 714-375-3830Date: 1- 8- 18FederalCase Only: Distribution: Ong-
Local AgencyProjectFiles Authorizedfor
Local ReproductionStandardForm -
LLL Page 1
LPP 13-
01 May8, 2013 ConstructionMaterial
Testing/ Inspectionat e z i c a l Environmentaland
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AESCO Proposal No. P5597
Statement of Qualifications
Local assistance Procedures Manual Exhibit 17- F
Final Report - Utilization of Disadvantaged Business Enterprises ( DBE) and First - Tier Subcontractors E.l- HIBff 17- F FINAL REPORT -UTILIZATION OF DISADVANTAGED BCSISESSE\ 7ERPRISES (DBE) AND FIRST -TIER StBCONTRACTORS1 LocalAgencyContract Number 2 Federal -Aid ProjectNumber 3. LocalAgencyCity of HuntingtonBeach 4.
ContractCompletionDale TBD
5. Contractor/Consultant 6 BusinessAddress 7. FinalContractAmount TBD 8 Contracthe
Number
9 Descriptionof Work. Service, or Materials
Supplied tppI 10
CompanyName and Business
Address 11
DBE Certification
Number
12. ContractPayments 13 DateWork
Completed
14. Daleof Final
Payment
Non -DBE DBE Materials
testing and inspectionservices AESCO 17782
GeorgetownLane. Hunt. Beach, CA 9264735370
15 ORIGINALDBE COMMITMENTAMOUNT S TBD 16. TOTALList
al fast-Eer wlo—m ctcrV.1,, nw6ntsrid DBEsregardlessdoer whetheror notthe fanswere originallylisted for godaedl- 9 actualDBE ukiation (or aeonof work) was differentthan that approvedat thetimeof n . rlralinnalmtilia arn al amninrnrA rn rnh onr4r Ifm a MMnchachnhcmcueedarare esadmtllecmtrxdindcatamdafam I CERTIFYTHAT THE ABOVEINFORMATIONIS COMKXTEAND CORRECT17 ContractorlConsulantRepresentative' s Signature18. Contractor/Consultant RepresentativesName Kay Ala bed19
Phone714-
375- 3830 20.
Date1/
8118I
CERTIFYTHAT THE CONTRACTINGRECORDS AND ON - SITE PERFORMANCEOF THE DBE( S) HASBEEN MONITORED21.
LocalAgencyRepresentatives Signature22. LocalAgencyRepresentative's Name23 Phone24. DateDISTRIBUTION.
Original - Local Agency,Copy- CelhansDistrict Local AssistanceEngineer InNude with FinalRopedof ExpealditumADA NOTICE: For mdvidnhwith sensorydsabilees, the decumentis availablein afternafeformats. Fa nkrmation, call ( 916) 4451233. Local AssistanceProcedures Manual TTY 711. or writeto Recordsand FormsManagement. 1120 N Street, fASBB Sacramento. CA 95914Page
1 of2 3uh
23, 2015Construction
Material Testing/ Inspection Environmental
and GeotechnicalEngineering Services e
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AESCO
AF, SCO Proposal No. P5597
Statement of Qualifications
City of Huntington Beach
Public Works Department
2000 Main Street
Tel. ( 714) 960- 8820
ADDENDUM NUMBER ONE
For
RFQs — Water, Plan Check, Ocean, Architectural, ' Transportation, Construction Management, Materials, Civil
in the
CITY OF HUNTINGTON BEACH
November 29, 2017
Notice To All:
City of Huntington Beach has extended the due date from January 41h, 4:00 pm 2018 to January 111h, 4: 00 pm 2018 for eight ( 8) Request For Qualifications ( RFQ) for various professional services ( Water, Plan Check, Ocean, Architectural, Transportation, Construction Management, Materials, Civil).
This is to acknowledge receipt and review of Addendum Number One, dated November 29, 2017
AESCO
Company Name
01- 04- 18
Date
By Kay Alabed
All bidders must acknowledge and include the receipt of this Addendum with your RFQ packages.
Cc
Environs CC1392, Addendum No, 1 Page 1
AESCO Proposal No. P5597
Statement of Qualifications
APPENDIX B
RESUMES
Construction Material Testing/ Inspection I'
Environmental and Geotechnical Engineering Services u i l d i Kg rf KcexCc a www. AescoTech. com 7- tow % k e Cjx 0u Kd Zf,e
AESCO
AESCO Proposal No. P5597
Statement of Qualifications
Adam Chamaa
Engineering Manager, M. S.C.E., P.E., G.E.
Registered civil and geotechnical engineer with over 30 years of Education:
experience as geotechnical engineer and quality control/ quality M. S. Civil assurance ( QC/ QA) manager. Responsible for QC/ QA engineering for Engineering, new construction, foundations, sewer installations, roadway surfaces Geotechnical and
during and after installation, design of de -watering systems, pump Highway De. ign;
Louisiana Technical '
stations, and assessment of soil -related environmental contamination. University, Ruston, LA, Provided geotechnical design recommendations for new construction 1985.
for municipal, governmental and commercial projects throughout California.
B. S., Civil '
Engineering, i
Louisiana Technical
Specific Project Experience University, Ruston, '
Louisiana, 1982
Widening of the 91 Freeway -Orange and Riverside Counties, CA Registrations:
EngineeringManager: Mr. Chamaawasthe EngineeringManagerfor materials i
California No. C53992
testing and inspection during the widening of the 91 Freewayfor Caltrans. Civil) The widening project included the construction of new laneson the east and California No. C2784 westbound sides, new retaining walls, bridges, slope stability of cuts, rock Geotechnical) exploration, etc. The testing and inspection servicesincluded a review of the Nevada No. 022245
concrete mix designs, concrete testing and inspection, concrete batch plant Civil)
inspection, pile inspection and logging, rebar inspection, aggregate testing, 1 welding inspection, subgrade testing and inspection, base material evaluation and testing, compaction testing and inspection, and asphaltic concrete testing.
On -Call Soils and Materials Testing and Inspection Services -Orange County Transportation Authority
EngineeringManager: Mr. Chamaawas the EngineeringManager for the soil and material testing and inspection services on an on -call basis for any OCTA owned facilities. Various projects were performedat the five maintenanceand operationsfacilities, varioustransportationcentersand park -and -ride facilities owned by the OCTA. AESCO also provided all labor, materials, equipment, and facilities to perform soils and materials testing and inspection servicesduring construction of the various projects. The services included performing required testing of soils, asphalt concrete, masonry, Portland cement concrete, reinforcing steel, and structural steel. In addition, special deputy inspection servicesfor welding, reinforcing steel, masonry, concrete placement, and roofing installation inspection were also performed.
14-Inch Water Line Installation under Huntington Harbor Channel, City of Huntington Beach, CA EngineeringManager: Mr. Chamaawas the EngineeringManager for a geotechnical investigation for a new 14-inch diameter water line composed of High Density Polyethylene (HDPE) pipe for the Cityof HuntingtonBeach. Thelengthof the newpiperangedfrom 750feet to 950feet. Thepipe was installed beneath the Huntington Harbor bottom which is at an approximate depth of 20 feet below high sea level. The water line connected to existing water systems on either side of the channel.
Construction Material Testing/ Inspection
Environmental and Geotechnical Engineering Services
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AESCO
AESCO Proposal No. P5597
Statement of Qualifications
Design/ Build SR-22 Freeway Widening - Garden Grove, CA.
EngineeringManager: Mr. Chamaawas the EngineeringManagerfor the inspection and mix design alternatives and recommendations for the Portland Cement Concrete ( PCC) and Lean Concrete Base for the widening and overall improvement for OrangeCountyTransitAuthority (OCTA) and Caltrans.
Mr. Chamaa worked with the design team and the contractor to qualify aggregate testing and evaluation of the concrete and performed on -site mix design trials. Recommended the most appropriate mix design and additives based on California Test methods. Supervised the testing of concrete products during placement which included aggregate testing, concrete cylinders, LCB samples and flexural strength beam tests. Supervised the flexural strength of the concrete during the pavement construction.
On -RampWidening, EastboundSR-91 Freewayat BeachBoulevard, BuenaPark, CA EngineeringManager: Mr. Chamaawas the EngineeringManagerfor the geotechnical investigation and materials testing and inspection services for the widening of the Eastbound SR-91 Freeway On - Rampat BeachBoulevardfor the City of BuenaPark, a Caltransoversight project. An environmental investigation and Aerially Deposited Lead study was also performed.
Plant No. 1 Sludge Dewatering Project, Fountain Valley, CA Engineering Manager: Mr. Chamaa was the Engineering Manager for the construction materials testing and inspectionsfor the sludge dewatering project at Plant 1 for Orange County Sanitation District. This project was to enhance the use of existing digesters, and replacethe existing sludge handling facility. The new dewatering equipment will remove more water from the biosolids than existing facilities, which in turn will reduce the hauling cost to remote sites.
Warner Avenue Sinkhole Emergency Response, Huntington Beach, CA.
Engineering Manager: Mr. Chamaa was the Engineering Manager for an emergency response to assistthe City of Huntington Beachand the Countyof Orangeto investigate the causeof a sinkhole which formed in one of the main thoroughfares within the City of Huntington Beach. The sinkhole was approximately 17 feet by 14 feet and 20 feet in depth. The sinkhole destroyed the existing manhole, water main and multiple sewer line connections. AESCO provided on the spot geotechnicalrecommendationsfor the shoringsystem, dewatering program, and repair mitigation.
Ranger Sewer Lift Station No. 16 — City of Huntington Beach EngineeringManager: Mr. Chamaawas the EngineeringManagerfor the geotechnicalinvestigation and the materials testing and inspection for construction of Ranger Sewer Lift Station No. 16 in the City of Huntington Beach. The new lift station was 24 feet by 24 feet in plan dimension and was placed at a depth of 18feet below the existingground surface. Recommendationswere made for a mat foundation, dewatering during construction, waterproofing, pipe bedding, lateral pressures, and shoring.
Belmont Pool Rebuild -Revitalization - City of Long Beach Engineering Manager: Mr. Chamaa was the Engineering Manager for the geotechnical and Phase II environmental investigation for the new Belmont Pool for the City of Long Beach. The project generally consistsof constructing an indoor pool which is approximately 85 feet by 190feet in plan dimension housed inside an approximately 60, 000 square foot structure. An outdoor pool with a plan dimensionof approximately 85feet by 185feet will be locatedjust east of the structure.
Construction Material Testing/ Inspection
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AESGO
AESCO Proposal No. P5597
Statement of Qualifications
Russell Scharlin
Senior Geotechnicol Engineer/ Quality Control Manager, P.E., G.E. - - - - - - Russell Scharlin is a senior geotechnical engineer with over 30 years Education:
of experience in civil and geotechnical engineering. Primary M. S.. Civil
Engineering
responsibilities include performing all aspects of construction ( Geolechnical), management, geotechnical engineering and environmental studies. University of Mr. Scharlin has provided design and construction management CalijorniaatDavis
services related to pavements and foundations for numerous B. S., Civil structures, bridges, pump stations, freeways, tanks, communication Engineering, towers and other structures. University of
California at Davis
Specific Project Experience 40- hour Health and
Safetv Training
Seismic Remediation- Elevated Roadway - John Wayne Airport, Santa Ana Registrations:
Quality Control Manager: Mr. Scharlin was the Quality Control Manager Geotechnic• al for the seismic retrofit of the bridge structure located at the John Wayne Engineer, State of Airport. The project was for the County of Orange and Caltrans. The California project consisted of installation of 64 steel column casings at select Civil Engineer, Slate of concrete column locations, enlargement of selected foundation pile caps, California
installation of new expansion joints at terminal vehicle ramps and ( Mr. Scharlin is
alsoregisteredin seversl
walkways, detensioning and retensioning of slab tendons and other . states.) miscellaneous pavement and sidewalk improvements. Also prepared the Construction Quality Control Plan and the Welding Quality Control Plan.
Algonquin Lift Station No. 10, Huntington Beach, CA.
Quality Control Manager: Mr. Scharlin was the Quality Control Manager for the geotechnical investigation and construction materials testing and inspections for the demolition and replacement of an existing lift station and some of the associated piping with a new lift station located approximately 50 feet south of the existing station for the City of Huntington Beach. The new lift station consisted of a concrete vault with a footprint area of approximately 10 feet by 10 feet and about 30 feet to 35 feet in depth.
Sand Canyon Grade Separation - Irvine, CA
Quality Control Manager: Mr. Scharlin was the Quality Control Manager for the materials testing and inspections for the Sand Canyon Grade Separation project at the 5 Freeway in Irvine. The project includes the construction of a rail underpass, retaining walls, railroad relocation, storm drains, utility relocations, Sand Canyon Avenue relocation, and a new pump station. Third parties involved in the project include the City of Irvine, the Southern California Regional Rail Authority, Caltrans, and the Irvine Ranch Water District.
Roadway Improvements - Nichols Avenue, Huntington Beach, CA Quality Control Manager: Mr. Scharlin was the Quality Control Manager for the geotechnical investigation for roadway improvements of Nichols Lane for the City of Huntington Beach.
Pavement and subgrade recommendations for rehabilitation of the existing pavement were provided for an area which included heavy trash truck traffic. Traffic control plans and traffic control were also performed.
Construction Material Testing/ Inspection
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AESCO
AESCO Proposal No. P5597
Statement of Qualifications
Auto Center Drive/ BNSF Railroad Grade Separation - Corona, CA Quality Control Manager: Mr. Scharlinwas the Quality Control Manager for the geotechnical and materials testing and inspection services for the project which was for Riverside County Transportation Commission and the City of Corona. The project consists of constructing a four -lane overcrossing at Auto Center/ BNSF railroad tracks. Construction required a bypass roadway, associated roadway improvements, retaining walls, storm drain, sewer line, utilities, and CIDH piling foundations.
Olinda Landfill - Gas to Energy Facilities — City of Yorba Linda, CA Quality Control Manager: Mr. Scharlin was the Quality Control Manager for construction materials testing and inspection services during construction of the gas to energy facilities at the Brea- Olinda landfill for the City of Yorba Linda and the County of Orange. The facilities included the installation of gas turbines mounted on concrete slabs, a combustion turbine generator, chilled water systems, polishing systems, compressed air systems, a step- up transformer, switch gears, axillary transformers, a main building and control room, trenching and piping, and miscellaneous structures.
New access roads were also constructed.
Warner Avenue Gravity Sewer Lift Station C — City of Huntington Beach, CA Quality Control Manager: Mr. Scharlin was the Quality Control Manager for the construction materials testing and inspection and for the geotechnical and environmental Phase II investigations for a new lift station facility. The project consisted of the replacement of the existing Lift Stations B and C and the Sunset Beach Sanitary Lift Station with a new Lift Station C. The submersible lift station incorporated a 14 foot by 26 foot by 22 foot deep wet well. The bottom of the well foundation was approximately 26 to 27 feet below existing grade. The new lift station also included an 8-foot deep valve vault which was 15 feet by 10 feet in plan dimension, a 60 kW outdoor generator, and electrical panels.
Ranger Sewer Lift Station No. 16 — City of Huntington Beach, CA Geotechnical Engineer: Mr. Scharlin was the Geotechnical Engineer for the geotechnical investigation and the materials testing and inspection for construction of Ranger Sewer Lift Station No. 16 in the City of Huntington Beach. The new lift station was 24 feet by 24 feet in plan dimension and was placed at a depth of 18 feet below the existing ground surface.
State College Boulevard Grade Separation - Fullerton, CA Quality Control Manager: Mr. Scharlin is the Quality Control Manager for the replacement of the at - grade railroad crossing by construction an underpass for State College Boulevard beneath the existing BNSF railroad. The City of Fullerton and the Orange County Transportation Authority OCTA) are constructing a vehicle undercrossing at the intersection of State College Boulevard and the Burlington Northern Santa Fe Railway. The roadway will be lowered between Santa Fe Avenue to the north to approximately 500 feet south of Valencia Drive to the south. Construction consists of a temporary railroad shoo -fly, a railroad bridge, retaining walls, a pump station, pavement and utilities reconstruction. AESCOhas performed QA inspection and testing for earthwork, foundation installation, concrete, reinforcing steel and pavement reconstruction.
Construction Material Testing/ Inspection
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AESCO Proposal No. P5597
Statement of Qualifications
Amer Hazboon
Senior Engineer, P. E.
Mr. Hazboon has 21 years of professional experience specializing in environmental remediation, feasibility testing and design. He has extensive experience in developing remedial programs for hazardous soil and groundwater, providing design -build services, providing necessary reporting for regulatory compliance, performed methane mitigation and inspection services, and California UST Operator Inspection services. Mr. Hazboon has also served as the Health and Safety officer on numerous projects. Mr.
Hazboon' s has experience with a wide range of water, wastewater, and storm water management projects, including water quality assessments; water resources development, treatment, and distribution; and wastewater collection, conveyance, treatment, and disposal/ reuse including " grey water" system design and construction.
Specific Project Experience
Olinda Landfill - Gas to Energy Facilities- DCO Energy for County of Orange, Yorba Linda, CA
Health and Safety Officer and Environmental Engineer: Mr. Habzoon was the Environmental Engineer for the monitoring of the excavations during grading operationsduring construction of the gasto energyfacility at the Brea-Olinda landfill. Performed the QA/ QC during installation of the methane barrier systemduring construction to maintain compliance with local regulations and design specifications. Observed the installation of the Liquid Boot methane system, the HDPE moisture barrier system, observed the membrane and barrier testing, and testing of the active subsurface methane gas mitigation system.
Test results were documented on daily inspection logs and a Final Closeout Report was prepared.
Education: '
M. B.A., University of
Phoenix, Costa Mesa,
CA
B.S., Civil Engineering,
California Polytechnic '
University, Pomona,
CA
40- hour Health and
Safety Training
Registrations:
Civil Engineer, State of
California
Certifications:
Registered Deputy
Inspectorfor the City of
Los Angeles, Methane
Mitigation Systems '
ICC Certified
California UST System
i Operator '
Certified Liquid Boot
Inspector
i Certified Tremco
Barrier Inspector
Hazardous Waste
Operations and
Belmont Pool Rebuild - Revitalization - City of Long Beach ; Emergency Response Environmental Engineer: Mr. Habzoon was the Environmental Engineer for ( HAZWOPER) 40 HR ' the Phase II environmental investigation for the new Belmont Pool for the City Training of Long Beach. The project generally consistsof constructing an 85 foot by ` - - - - - - 190foot indoor pool housedinside an approximately 60, 000 squarefoot structureand an 85 foot by 185foot outdoor pool. Soil and water sampleswere testedfor hydrocarbonsand soils were testedfor heavy metals. A study of soil methanegaswas alsoconducted.
Van' s Skate Park and Retail Structure - City of Huntington Beach Environmental Engineer: Mr. Habzoon was the Environmental Engineer for the Phase II environmental study for the Van's SkatePark and Retail Building in the City of Huntington Beach.
Severalborings were performedand nestedgas probeswere installed at depthsof 5 feet and 10 feet below grade for methane gas testing. Pressure measurements of 02, CO2 and methane concentrations were recorded. Soil samples were tested for the presence of hydrocarbons, volatiles and heavy metals.
Goodyear Tire Facility - Goodyear Tires
Environmental Engineer: Mr. Habzoon was the Environmental Engineer for a Phase II environmental investigation at a closed Goodyear tire facility in the City of Anaheim. Soil samples were collected Construction Material Testing/ Inspection
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AESCO Proposal No. P5597
Statement of Qualifications
W and testedafter the removal of eight existing hydraulic lifts. Confirmation sampling andtesting was performedto identify if anytotal petroleumhydrocarbonsconcentrationsexceededactionlevelsset by the Anaheim Fire Department, HazardousMaterials Section.
Pachappa Railroad Bridge- SEMA Construction for Caltrans Environmental Engineer: Mr. Habzoon was the Environmental Engineer for the hazardous waste profiling of railroadballastandsubsurfacesoil for the PachappaBridgeprojectin CathedralCity.
Provided field sampling and prepared summary and recommendationsreport for hazardouswaste assessment and management.
Soil Berm Installations - Marine Corp Base, Camp Pendleton Environmental Engineer: Mr. Habzoon was the Environmental Engineer for the excavation, relocation, and grading of soil berms at the Maine Corps Base Camp Pendleton. Provided field oversightandreviews, including constructioncoordination andscheduling.
LeakingUndergroundStorageTank RemedialAction Plan -OrangeCountySanitationDistricts Environmental Engineer: Mr. Habzoon was the Environmental Engineer for a feasibility study, corrective action plan, and preparationof a remedial designfor leaking UST' s at the Auto Shoparea of the Orange County Sanitation District ( OCSD) Plant No.1 using SVE and GWE for two phase remediation.
East Side Redevelopment Zone -City of West Hollywood
Environmental Engineer: Mr. Habzoon was the Environmental Engineer for multiple Phase 1 environmental site assessments ( ESA' s) and environmental compliance activities in support of the redevelopmentof the City of West Hollywood' s East Side RedevelopmentZone. Industrial uses in the areahaveincluded manufacturing, automotive repair, metal plating, gasand electric utilities and dry cleaningfacilities, which may haveresultedin the contaminationof soil andgroundwaterat certainsites. Providedguidanceandpotentialcleanupoptionsandremedialcosts.
Watershed Sanitary Survey -Cucamonga Valley Water District Environmental Engineer: Mr. Habzoon was the Environmental Engineer for a Watershed Sanitary Survey (WSS) of local surfacewaterwatershedsasrequiredby Title 22, Division 4, Chapter17, Article 7, of the California Code of Regulations. Performed a comprehensive evaluation of the local surface water from the Day Canyon, East Etiwanda Canyon, and CucamongaCanyon watersheds.
This evaluation included extensive reviews and analyses of water pipelines, connections, storage systems, pump stations, treatmentfacilities, andotherassociatedinfrastructure.
West Riverside Landfill - Riverside County Department of Waste Resource Environmental Engineer: Mr. Habzoon was the Environmental Engineer for the retrofit and the gas collection system at the West Riverside Landfill. The project involves the removal, relocation, and retrofitting of existing utilities, gascollection components, andassociatedundergroundinfrastructure.
Construction Material Testing/ Inspection
Environmental and Geotechnical Engineering Services
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I AESCO Proposal No. P5597
Statement of Qualifications
Debra Perez
Project Manager
Debra Perezhas been a project managerfor various geotechnical and environmental engineering projects for over 30 years. Ms. Perez has i Education:
beenprojectmanagerforavarietyofprojectsincludingconstructionof i CivilEngineering, new above ground oil storagetanks for ARCO, City of LynwoodSenior Graduate Studies , Center, new natural gas pipelines and steam generating facilities for Program,
Southern California Edison, several freeway and road projects including California State
University, Long ,
new embankment fills, new bridges, grade separations, pavement Beach, California design and survey of existing road conditions, and new
telecommunications facilities throughout California. Ms. Perez' B. S, Renewable experience includes hazardous waste investigations, supervision of the Natural Resources,
University of
soils laboratory and preparing reports for compaction, preliminary soil California, Davis, 1978 investigation, distress investigation, and slope repair projects.
Specific Project Experience
Gold Line Foothill Extension Phase 2B, Azusa to Montclair, Los Angeles County, CA Project Manager: Ms. Perez was the Project Manager for the geotechnical investigation for drainage and road crossings for the Gold Line Foothill Extension Azusa to Montclair project for the Los AngelesCounty Metropolitan Transportation Authority. The project follows the right-of-way (ROW) of the old Atchison, Topeka and Santa Fe Railway' s Second Division through the Foothill Cities.
Belmont Pool Rebuild -Revitalization, City of Long Beach, CA Project Manager: Ms. Perez was the Project Manager for a geotechnical and Phase II environmental investigation for the new Belmont Poolfor the City of LongBeach. The project generally consistsof constructingan indoorpoolwhichis approximately85 feet by 190feet in plandimensionhoused inside an approximately 60, 000 square foot structure. The structure will include a second - story banquetfacility, lockerrooms, restrooms, pool storage, officesanda basementlevelmechanical room. Anoutdoorpoolwith a plandimensionof approximately85feet by 185feet will be located just eastof the structure. Therewill alsobea restaurantnearthe southwestsideof the structure.
Two smallpoolswill alsobe constructed; a teachingpool just south of the indoor pool and an outdoorrecreationpooljust southof the outdoorpool. Soilsampleswerecollectedandtestedfor hydrocarbon, heavymetals, volatileorganics, andBTEX. Watersampleswerecollectedandtested for the presenceof petroleum hydrocarbons and motor oil. Geotechncial recommendationswere providedfor prestressedconcretepilesanddrilledpierfoundations. Recommendationsfor shallow foundations were also provided. Recommendationswere also provided for a basement structure including shoring and excavation.
Sewer Lift Station Replacement Project -Algonquin Lift Station No. 10, Huntington Beach Project Manager: Ms. Perez was the Project Manager for the geotechnical investigation and constructionmaterialstestingandinspectionsfor the demolitionandreplacementof anexistinglift station and some of the associated piping with a new lift station located approximately 50 feet south of the existing station. The new lift station consistedof a concrete vault with a footprint area of approximately 10feet by 10feet and about 30feet to 35feet in depth.
Construction Material Testing/ Inspection
Environmental and Geotechnical Engineering Services
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AESCO Proposal No. P5597
Statement of Qualifications
Ranger Sewer Lift Station No. 16-City of Huntington Beach Project Manager: Ms. Perez was the Project Manager for the geotechnical investigation and the materials testing and inspection for construction of RangerSewer Lift Station No. 16for the City of Huntington Beach. The new lift station was 24 feet by 24 feet in plan dimension and was placed at a depth of 18 feet below the existing ground surface. Recommendations were made for a mat foundation, dewatering during construction, waterproofing, pipe bedding, lateral pressures, and shoring.
Auto Center Drive/ BNSF Railroad Grade Separation, Corona, CA Project Manager: Ms. Perez was the Project Manager for the geotechnical and materials testing and inspections for the Auto Center Drive grade separation project for the City of Corona and Riverside County Transportation Commission. The project consisted of constructing a four -lane overcrossing at Auto Center/ BNSF railroad tracks. Construction required a bypass roadway, other roadway improvements, retaining walls, utilities and CIDH piling foundations.
On -Ramp Widening, Eastbound SR-91 Freeway at Beach Boulevard, Buena Park, CA Project Manager: Ms. Perez was the Project Manager for the geotechnical investigation and materials testing and inspection services for the widening of the Eastbound SR-91 Freeway On -Ramp at Beach Boulevard for the City of Buena Park, a Caltrans oversight project. An environmental investigation and Aerially Deposited Lead study was also performed.
State College Boulevard Grade Separation, Fullerton, CA Project Manager: Ms. Perez was the Project Manager for the replacement of the at -grade railroad crossing by construction an underpass at State College Boulevard beneath the existing BNSFrailroad for the City of Fullerton. Construction consists of a temporary railroad shoo -fly, a railroad bridge, retaining walls, a pump station, pavement and utilities reconstruction.
Lambert Park — City of Huntington Beach, Department of Public Works Project Manager: Ms. Perez was the Project Manager for a geotechnical investigation for a repair of a failing slope at the existing park. The slope is 40 feet high and inclined at 1. 5: 1 ( H: V). The investigation included logging and sampling of several borings, laboratory testing, slope stability analyses, and a seismic and geologic review. AESCO provided recommendations for slope repair including reconstructing the base of the slope in 10-foot wide sections. A buttressing wedge was placed at the toe of the slope using compacted crushed aggregate base and keyed 3 feet into the underlying native soils. Above the wedge, horizontal geotextile strips were placed at the surface of the existing slope to reinforce the surficial soils. AESCOmonitored the construction activities during the slope repair.
Warner Avenue Gravity Sewer Lift Station C, Huntington Beach, CA Project Manager: Ms. Perez was the Project Manager for the construction materials testing and inspection and the geotechnical and environmental Phase II investigations for a new lift station facility for the City of Huntington Beach. The project consisted of the replacement of the existing Lift Stations B and C and the Sunset Beach Sanitary Lift Station with a new Lift Station C. The submersible lift station incorporated a 14 foot by 26 foot by 22 foot deep wet well. The bottom of the well foundation was approximately 26 to 27 feet below existing grade. The new lift station also included an 8-foot deep valve vault which was 15 feet by 10 feet in plan dimension, a 60 kW outdoor generator, and electrical panels. The sewer installation was installed over a distance of 1 mile.
Construction Material Testing/ Inspection
Environmental and Geotechnical Engineering Services u Cf d ce g fI Hee a l c a www. AescoTech. com
AESCO
AESCO Proposal No. P5597
Statement of Qualifications
Duane Wentworth
Senior Inspector
Mr. Duane Wentworth has over 40 years of experience in Public Works Education:
Construction and has managed a variety of civil works projects, programs, Universitroj and contracts, which required organization and administrative skills as California, Berkelev well as professional and/ or technical quality control knowledge. Mr.
Extension.
Certificate for
Wentworth has overseen and coordinated Caltrans approved Quality Construction Assurance Programs ( QAP) for numerous State and Federal Projects as a Inspection of Traffic Contract Administrator for the City of Huntington Beach. This involved Signals and
scheduling, tracking and documenting all activities related to Highway Lighting
Systems
construction, progress payments and labor compliance. Mr. Wentworth has also conducted electrical inspections as part of his duties as a public California State
works inspector for the City of Huntington Beach.
University, Long
Beach. Major:
Mechanical
Areas of expertise include evaluating bids, overseeing construction Engineering activities for the City and outside agency projects to ensure compliance with plans and specifications; this included monitoring schedules and Orange Coast
College. A. A.
budgets; preparing estimates and evaluating change orders, conducting Engineering negotiations, resolving problems, on -site inspections, approving progress payments and other disbursements, coordinating contract administration Professional
Certifications:
activities with consultants and various agencies, developing and Caltrans Resident maintaining a system for monitoring the progress of projects and EngineersAcademv. as assigned, evaluating consequences of changes and advise, Asphaltprograms from the Asphaltfrom AsphMateralt
preparing written technical and statistical reports, prepares l,,, rltate reimbursement reports for various funding agencies, monitoring projects for adherence to Federal and State labor laws.
Specific Project Experience
Trinidad Lift Station -City of Huntington Beach
Senior Inspector and Quality Control Supervisor: Mr. Wentworth was the Senior Inspector and Quality Control Supervisor for the quality assuranceinspection and materials testing servicesfor replacement of the existing Trinidad Lift Station No. 29 on Trinidad Lane, installation of a sewer force main on Trinidad Lane, north of Aquarius Drive, restoration of existing public and private improvements, and asphalt pavement removal and replacement for the City of Huntington Beach.
Mr. Wentworth performed inspection of all phases of traffic signal construction including poles and foundations, duct work, electrical supply and metering, safety lighting, vehicle detection ( loop detectors and video), conductors, and controller installation and testing.
Orangethorpe Avenue Grade Separation Project- Stantec/ OCTA Quality Assurance/ Quality Control Manager: Mr. Wentworth was the Quality Assurance/ Quality Control Manager for the Orangethorpe Avenue Grade Separation Project located in Anaheim, California. This overcrossing project consisted of construction of a roadway bridge over Orangethorpe Avenue, while preserving the Burlington Northern Santa Fe ( BNSF) mainline tracks at existing grade. The project also included various roadway improvements, retaining walls, utilities, Construction Material Testing/ Inspection
Environmental and Geotechnical Engineering Services y
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AESCO
AESW Proposal No. P5597
Statement of Qualifications
and CIDHpiling foundations as well as two additional structures for ChapmanAvenue and Miller Street to connect to the elevated Orangethorpe Avenue. Responsibilities included scheduling quality assurance ( CIA) inspections to achieve compliance with the contract documents, plans, and specifications on all phases of construction inspection of paving, structures, grading, drainage, sewer, water, utility relocation, electrical installation, sign installation, and landscaping items.
Verified implementation and enforced the quality control ( QC) inspection and material requirements in accordance with the contract documents and contractor quality control program CQCP). Conducted oversight of CIA testing and inspection when performed by independent assurance testers, prepared daily status reports for the Orange County Transportation Authority OCTA).
Ranger Sewer Lift Station No. 16 — City of Huntington Beach Electrical Inspector: Mr. Wentworth was the Electrical Inspector during construction of Ranger Sewer Lift Station No. 16 in the City of Huntington Beach. The new lift station was 24 feet by 24 feet in plan dimension and was placed at a depth of 18 feet below the existing ground surface.
Recommendations were made for a mat foundation, dewatering during construction, waterproofing, pipe bedding, lateral pressures, and shoring. Inspectedall phasesof construction for multiple sewer lift stations including excavation and shoring, gravity and force main construction, structural concrete, pumps and Inspected related electrical items, including the 240v 3- phase electrical supplyand metering, transformers, proper grounding and bonding of all electrical systems, automated controls and sensors, telemetry, standby generator systems, and temporary pump and bypass systems.
Warner Avenue Sinkhole EmergencyResponse -City of Huntington Beachand County of Orange Electrical Inspector: Mr. Wentworth was the Electrical Inspector for an emergency response to assistthe City of Huntington Beachto investigatethe causeof a sinkhole which formed in one of the main thoroughfares within the City. The sinkhole was approximately 17 feet by 14feet and 20 feet in depth. The sinkhole destroyed the existing manhole, water main and multiple sewer line connections. AESCOprovided on the spot geotechnical recommendations for the shoring system, dewatering program, and repair mitigation. Inspectedall phasesof construction for multiple sewer lift stations including excavation and shoring, gravity and force main construction, structural concrete, pumps Inspected related electrical items, including the temporary electrical supply and temporary pump and bypass systems.
Beach Boulevard Water Main Extension Project - City of Huntington Beach and Caltrans Senior Inspector: Mr. Wentworth was the Senior Inspector for a 1500 foot extension of a water main on Eastbound Beach Boulevard between South Warner Avenue and Robidoux Drive and West Beach Boulevard to East Beach Boulevard at Holt in the Caltrans right- of-way. The testing and inspections included the placement of all structural fill and backfill, concrete testing and inspection, subgrade and aggregate base placement and compaction, asphalt paving construction ( base and surface layers), rubber asphaltic concrete, slurry backfill, and inspection of ductile iron and pvc water lines, valves, fittings and the existing lines connections.
Construction Material Testing/ Inspection
E u i Fd i a y 4w e -tic aEnvironmental and Geotechnical Engineering Services www. AescoTech. com
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AESCO
AESCO Proposal No. P5597
Statement of Qualifications
David J. Ryan
Senior Engineer, P. E.
Registered civil engineer with over 40 years of experience as materials iCivil Enngigi
neering, testing, special
inspectionservicesmanager. Responsiblefor laboratory Universityof Illinois, andfield testing serviceson materials such as concrete, soils, Champaign - Urbana, aggregates, reinforcing steel, structural steel, high strengthboltingand 1973 welded structures.
Registrations: California No.
C49661 SpecificProject
Experience (Civil) Beach Boulevard
Water Main ExtensionProject -City of HuntingtonBeachand Caltrans Senior Inspector:
Mr. Wentworth was the SeniorInspectorfor a 1500footextensionof a watermainon EastboundBeachBoulevard between South Warner Avenue and Robidoux Drive and West BeachBoulevardto East BeachBoulevardat Holt in the Caltransright-of- way. The testingand inspectionsincludedthe placementof all structuralfill and backfill, concretetesting and inspection, subgradeand aggregate baseplacement and compaction, asphaltpaving construction (base and surfacelayers), rubber asphaltic concrete, slurry backfill, and inspectionof ductile iron and pvc waterlines, valves, fittingsand the existinglinesconnections. Villageat Westfield/ TopangaRetail Mall, Canoga Park, CA Senior Engineer:
Mr. Ryan was the SeniorEngineerfor materials testingand inspectionduringexpansion of the existingmallfor WestfieldPropertyLLC. The projectincludeda parking garage, a new Costco Retail store and a tri- levelmallretail area. Testing and inspectionincludedconcrete batch plant, concretepiles and logging, rebar, structuralsteel, masonry, fireproofinghigh strength bolting, aggregate, welding, mass grading, utility excavations, footinginspections, subgrade, base material evaluation, compaction, and asphaltic concrete. Long Beach
Main PumpingPlant, Los AngelesCountySanitationDistrict, Long Beach, CA Senior Engineer:
Mr. Ryan was the SeniorEngineerfor the qualitycontrolinspectionand materials testingand geotechnicalengineeringservices for the contractorfor the Los AngelesCountySanitationDistrict for the NewMainPumpingPlant. The project involveda 50- footwetwell next to the existing plantalong the 710 Freeway, adjacentto the Portof Long Beach. Forty separate structuralconcrete pours were performedbelow grade which requiredmass concrete - thermalcontrol. Gerald Desmond
Bridge Replacement, Port of Long Beach, CA LaboratoryQuality Control Manager: Mr. Ryan was the LaboratoryQualityControl Managerfor productiontesting of all reinforcingsteelsplices in accordancewithCaltrans proceduresfor the replacementof the existingbridge. Samplingand testing wereperformedfor rebar weldedhoops, couplers, and reinforcingbars during constructionof the foundationsfor the newbridge. LakeviewAvenue Grade Separation, Anaheim and Yorba Linda, CA Senior Engineer:
Mr. Ryan was the SeniorEngineerfor preparationof the QC/QA manualand supervisedmaterials testing and inspectionduringconstructionof a newrailroadgradeseparationat the BNSFtrack. The project includedrailroad bridges, retaining walls, depressed roadways, utility relocations, roadway bridges, channel walls and drainageditches. ConstructionMaterial Testing/ InspectionEnvironmentaland
Geotechnical EngineeringServices b u[ f d CKgri e z C e a www.AescoTech. com z a %
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PAESCO
AESCO Proposal No. P5597
Statement of Qualifications
Design/ Build Modernization for Terminal 1, Redevelopment Program for Terminal 7 and Modernization of Terminal 6, Los Angeles World Airport for the City of Los Angeles, CA Senior Engineer: Mr. Ryan was the Engineering Manager for the special inspection and testing for three design/ build projects at terminals 1, 6 and 7 for Southwest and United Airlines and for Westfield Properties. The scope of work included testing of the subgrade, base and concrete pavement for aprons, and asphaltic concrete tests on the areas between taxiways and utility trenches on the operation areas of the airport. Inside the terminals, concrete, masonry, fireproofing, structural steel with high strength bolting and welding special inspections were provided on a 24/ 7 basis during construction to seismically upgrade the 45 year old structures.
Supervised a work force of eight inspectors working 2 shifts per day which was required to complete the project while keeping the terminals open.
Indian Springs Athletic Complex, San Bernardino County, CA Senior Engineer: Mr. Ryan supervised and reviewed the geotechnical recommendations for foundation design for the proposed stadium, running track, field and aquatics center structures and masonry side walls for the San Bernardino Unified School District. Mr. Ryan also supervised the caisson and footing installations, offsite fabrication of the stadium and construction of the pools.
Construction Material Testing/ Inspection
Environmental and Geotechnical Engineering Services Fa CEd i n g ,+1 Hf e z Ce a www. AescoTech. com 4COf 7 4 e C z a u' f d V k
AESCO
AESCO Proposal No. P5597
Statement of Qualifications
Andrew Stone
Project Geologist, G G., C. E. G.
Mr. Stone' s experience spans over 27 years of engineering geology and project management and covers a wide variety of engineering geology Education:
projects. He has worked successfully for and with industrial, residential B. S., Geology, and commercial developers, master community planners, design California State engineers and governmental agencies. He has extensive experience in University, Los all aspects of engineering geology.
Angeles, 1982
Specific Project Experience
Post - Graduate Studies
in Geology, California
State University, Los
Foothill Transport Corridor, Orange County, CA Angeles
Project Geologist: Mr. Stone was the Project Geologist for alignment feasibility studies from San Clemente to Rancho Santa Margarita through Registrations:
C'u/ ifornia IVo. 5166
highly varied geologic structure and numerous large ancient landslides. Geologist) California No. 1648
Antonio Parkway San Juan Creek, Orange County, CA Engineering Project Geologist: Mr. Stone was the Project Geologist for a subsurface Geologist) investigation and geotechnical construction monitoring for driven - pile supported 800- foot span bridge crossing San Juan Creek in San Juan Capistrano.
Student Housing, California State University, Los Angeles, CA Project Geologist: Mr. Stone was the Project Geologist for a subsurface investigation for renovation project of on -site student housing in complexly folded Monterey Formation.
Muddy Canyon Dam, Orange County, CA
Project Geologist: Mr. Stone was the Project Geologist for the sighting and foundation investigation for the proposed Muddy Canyon Dam adjacent Crystal Cove State Park. Cooperative effort with D.S.O. D. geotechnical staff was instrumental in gaining project approval.
Santa Margarita Water District, Santa Margarita, CA
Project Geologist: Mr. Stone was the Project Geologist for several sighting studies, geologic investigations and construction monitoring for SMWD tank sites, dams, lift stations and pipeline projects throughout the south Orange County area.
Calico Solar Plant Access Bridge, Barstow, CA
Project Geologist: Mr. Stone was the Project Geologist for the geotechnical investigation for foundation design for the Calico Solar Plant Access Bridge in the Barstow area of San Bernardino County. The project consisted of the bridge structure and retaining walls for the BNSF railroad.
SurfCam Building Slope Stabilization, San Onofre, CA
Project Geologist: Mr. Stone was the Project Geologist for the slope stabilization project in San Onofre, CA. Observed production drilling and installation of tieback anchors, verifying minimum target depths; recorded and plotted data generated during proof, performance and extended creep testing for each anchor tendon; prepared formal report summarizing drilling, installation and test results of the anchor stressing.
Construction Material Testing/ Inspection
l'
Environmental and Geotechnical Engineering Services a g c u i Cd 1K g fI Nce a Cc a www. AescoTech. com e
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AESCO
AESCO Proposal No. P5597
Statement of Qualifications
Widening of the 91 Freeway, Orange and Riverside Counties, CA Project Geologist: Mr. Stone was the Project Geologist for the geologic assessment for retaining walls constructed as part of the freeway widening. The widening project included the construction of new lanes on the east and westbound sides, new retaining walls, bridges, etc.
Construction Material Testing/ Inspection
r ac e a i c a
Environmental and Geotechnical Engineering Services
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I AESCO Proposal No. P5597
Statement of Qualifications
Omar Chamaa
Inspector and Field Engineer, E. I. T.
Education:
Mr. Omar Chamaa has over 11 years of experience in the field and in California State
Gniversitp, Long
laboratory testing and inspection of construction materials such as Beach. B.S. Civil concrete, steel, anchors, soils and grading. Mr. Chamaa, performed Engineering, 2009. ; construction materials testing and inspections for multiple Caltrans and OCTA projects, which included bridges, roadways, utilities, foundations, Professional
j
Certifications: ,
pipeline installations, lift stations and retaining wall construction. Mr. EIT Chamaa was responsible for construction material approval, such as: select ICC Certified fill, foundation excavation, slope cut, steel installation, and concrete mix Concrete Inspector design for various projects. He attended construction meetings to discuss Cal Trans
Certif sate of
material approvals, deficiencies, modifications, as well as providing final Proficiency, observation reports to the client. Flexural Strength
of PCC, Grading,
Specific Project Experience
Compressive
Strength, Concrete
Curing, Making ,
Warner Avenue Gravity Sewer Lift Station C, Huntington Beach, CA Beams, Rapid Set Inspector: Mr. Chamaa was the Inspector for the construction materials testing Concrete, etc. and inspection and the geotechnical and environmental Phase II investigations for City of Newport a new lift station facility for the City of Huntington Beach. The project consisted Beach Registered
of the replacement of the existing Lift Stations B and C and the Sunset Beach Deputy Building
Inspector
Sanitary Lift Station with a new Lift Station C. The submersible lift station City of Garden incorporated a 14 foot by 26 foot by 22 foot deep wet well. The bottom of the Grove Registered well foundation was approximately 26 to 27 feet below existing grade. The new Deputy Building ; lift station also included an 8-foot deep valve vault which was 15 feet by 10 feet Inspector
in plan dimension, a 60 kW outdoor generator, and electrical panels. The sewer ACI Certified,
installation was installed over a distance of 1 mile.
i Concrete Field
Testing Technician
ACI Certified,
Sand Canyon Grade Separation, Irvine, CA Concrete
Inspector: Mr. Chamaa was the Inspector for the materials testing and Laboratory Testing inspections for the Sand Canyon Grade Separation project at the 5 Freeway in Technician
Irvine. The project includes the construction of a rail underpass, retaining walls, City of Long railroad relocation, storm drains, utility relocations, Sand Canyon Avenue Beach Registered
Deputy building ;
relocation, and a new pump station. Third parties involved in the project include Inspector the City of Irvine, the Southern California Regional Rail Authority, Caltrans, and City of Riverside the Irvine Ranch Water District. Registered Deputy ;
Inspector
Perris Valley Line Commuter Rail Extension Project, Riverside County, CA Certified Radiation
Inspector: Mr. Chamaa was the Inspector for the quality control inspection and Safety and Nuclear
Gage Operator
materials testing services. The project involves a 24-mile extension of the existing 512- mile Metrolink commuter rail system. Testing and Inspection services are being provided for the track, grade crossings, structures, railroad stations ( Riverside Hunter Park Station, Moreno Valley/ March Field Station, Downtown Perris Station and South Perris Station) and the layover facility.
Construction Material Testing/ Inspection
Environmental and Geotechnical Engineering Services
www. AescoTech. com
AVAPS= o
AESCO Proposal No. P5597
Statement of Qualifications
First Street Bridge Replacement, City of Santa Ana, CA
Inspector: Mr. Chamaa was the Inspector for the construction materials testing and inspections during the replacement of the bridge. Geotechnical services consisted of pile driving parameters evaluation and selection of fill materials. Testing and inspections were conducted on piles, welding, structural steel, precast concrete, concrete, asphalt, mix designs, etc.
State College Boulevard Grade Separation, Fullerton, CA Inspector: Mr. Chamaa was the Inspector for the replacement of the at -grade railroad crossing by construction an underpass for State College Boulevard beneath the existing BNSFrailroad. The City of Fullerton and the Orange County Transportation Authority ( OCTA) are constructing a vehicle undercrossing at the intersection of State College Boulevard and the Burlington Northern Santa Fe Railway. The roadway will be lowered between Santa Fe Avenue to the north to approximately 500 feet south of Valencia Drive to the south. Construction consists of a temporary railroad shoo -fly, a railroad bridge, retaining walls, a pump station, pavement and utilities reconstruction. AESCOhas performed QA inspection and testing for earthwork, foundation installation, concrete, reinforcing steel and pavement reconstruction.
Sewer Lift Station Replacement Project, Algonquin Lift Station No. 10, Huntington Beach, CA Inspector: Mr. Chamaa was the Inspector for the geotechnical investigation and construction materials testing and inspections for the demolition and replacement of an existing lift station and some of the associated piping with a new lift station located approximately 50 feet south of the existing station. The new lift station consisted of a concrete vault with a footprint area of approximately 10 feet by 10 feet and about 30 feet to 35 feet in depth.
Ranger Sewer Lift Station No. 16, City of Huntington Beach, CA Inspector: Mr. Chamaa was the Inspector for the geotechnical investigation and the materials testing and inspectionfor construction of RangerSewerLift Station No. 16 in the City of Huntington Beach. The new lift station was 24 feet by 24 feet in plan dimension and was placed at a depth of 18 feet below the existing ground surface.
Broadcom Headquarters, Irvine, CA
Inspector: Mr. Chamaa was the Inspector and Quality Control Manager for the two bridge structures during the first phase of construction. One bridge on the north side has two lanes, two sidewalks and planters and is for access to the new structures. This bridge is approximately 180 feet by 90 feet in plan dimension. The second bridge consists of a pedestrian plaza with a fire lane access and is approximately 450 feet by 150 feet in plan dimension. Marine Way will extend beneath the bridge allowing access to the Great Park in Irvine. Materials testing and inspections consisted of reinforcing steel and concrete for footings, columns, retaining walls, bridge deck, approach slabs, wing walls, Caltrans barrier rails, and Caltrans sidewalks. Pile caps, post -tensioning for the foundations and slabs were also inspected as well as the electrical layouts, falsework for the bridge deck and concrete forms.
Construction Material Testing/ Inspection
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AESCO
Giovanni Mikhael
Inspector
Mr. Mikhael, has over 11 yea
construction materials testing
masonry, steel, anchors, soils,
performing compaction testing,
inspection and testing.
Specific Project Experience
AESCO Proposal No. P5597
Statement. of Qualifications
rs of experience in the field and in
and inspection services for concrete,
and grading. He is experienced in
foundation inspections and subgrade
Widening of the 91 Freeway, Orange and Riverside Counties, CA Inspector: Mr. Mikhael was the Inspector for the materials testing and inspection during the widening of the 91 Freeway. The widening project includes the construction of new lanes on the east and westbound sides, new retaining walls, bridges, etc. The testing and inspection services included a review of the concrete mix designs, concrete testing and inspection, concrete batch plant inspection, pile inspection and logging, rebar inspection, aggregate testing, welding inspection, subgrade testing and inspection, base material evaluation and testing, compaction testing and inspection, retaining wall footings, rapid set concrete, masonry, MSE backfill, and asphaltic concrete testing.
Sand Canyon Grade Separation, OCTA/ Caltrans, CA
Inspector: Mr. Mikhael was the Inspector for the Sand Canyon Grade Separation project at the 5 Freeway in Irvine. The project includes the construction of a rail underpass, retaining walls, railroad relocation, storm drains, utility relocations, Sand Canyon Avenue relocation, and a new pump station. Mr. Mikhael performed inspection and testing of the compaction, asphalt, subgrade, structural backfill, and foundation excavations.
Perris Valley Line Commuter Rail Extension Project- AMES Construction for Riverside County Transportation Commission
Inspector: Mr. Mikhael was the Inspector for the quality control inspection and materials testing services for the Perris Valley Line Extension Rail Project in Riverside County, CA. The project involves a 22-mile extension of the existing 512- mile Metrolink commuter rail system. Testing and Inspection services including compaction, asphalt, structural backfill, concrete batch plant inspection are being provided for the track, grade crossings, structures, railroad stations ( Riverside Hunter Park Station, Moreno Valley/ March Field Station, Downtown Perris Station and South Perris Station) and the layover facility. Mr.
Mikhael performed inspection and testing of compaction, asphalt, structural backfill, and concrete batch plant inspection.
Education:
B. A., Business, Devn,
University, in progress
Professional
Certifications:
County of Los
Angeles Certified
Deputy Inspector
masonry
County of Los
Angeles Certified
Deputy Inspector
concrete
ICC Structural
Masonry Certified
Inspector
ICC Reinforced
Concrete Certified
Inspector
ACl Certified,
Concrete Field
Testing Technician
Certified Radiation
Safety and Nuclear
Gage Operator
Caltrans Certificate of
Proficiency for: Air
Content, Freshly
M& ed Concrete,
Pressure, Density of
Fresh Concrete,
Flerural Strength of
PCC ( Fabrication
only),
Ball Penetration in
Fresh Portland
Cement Concrete,
Sampling Freshly
MLred
Concrete, PCC
Cylinder Fabrication,
Slump of Fresh
Portland Cement
Concrete,
Temperature of
Freshly Mixed
Portland Cement
Concrete
TWIG ford
Newport Force Main Rehabilitation, Orange County Sanitation District, CA Inspector: Mr. Mikhael was the Inspector for the construction materials testing and inspections for the rehabilitation of the Newport Force Main located on West Coast Highway between Dover Drive to 61st Street in Newport Beach. There are two force mains on both sides of the street. Testing and Construction Material Testing/ Inspection
Environmental and Geotechnical Engineering Services 5 u ced Ct y r{ Hee¢ l ea www. AescoTech. com ¢
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AESCO Proposal No. P5597
Statement of Qualifications
AESCO
inspections included compaction and density testing of asphalt and subgrade and concrete testing and inspections. Inspections and testing of compaction and density testing of asphalt pavement, and subgrade and concrete testing and inspections were performed.
Warner Avenue Sinkhole Emergency Response, City of Huntington Beach and County of Orange, CA
Inspector: Mr. Mikhael was the Inspector for an emergency response to assist the City of Huntington Beach to investigate the cause of a sinkhole which formed in one of the main thoroughfares within the City. The sinkhole was approximately 17 feet by 14 feet and 20 feet in depth. The sinkhole destroyed the existing manhole, water main and multiple sewer line connections.
Construction Material Testing/ Inspection
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I AESCO Proposal No. P5597
Statement of Qualifications
Tariq Abdullah
Laboratory Supervisor
Mr. Tariq Abdullah has over 15 years of experience in the field and in Education:
laboratory testing of construction materials such as concrete, steel, asphalt, Karachi Universin,, and soils. Tariq is experienced in conduction testing in accordance with Pakistan. B. S.
ASTM, AASHTO and Caltrans. Mr. Abdullah is proficient in conducting sieve Geologic Science, analysis, testing of asphalt concrete using Marshall Max, specific gravity 1988.
Rice), ignition method for extraction/ gradation, flow stability and moisture Professional content from microwave oven methods. He is adept in the use of Hveem Certifications. - method for stability and paraffin max density for specific gravity at 25 ACI degrees Celsius. Tariq has also tested and fabricated concrete cylinders, Caltrans
mortars, prisms, masonry cores and grout samples to determine concrete NICET
strength through use of the compressive strength machine; and is proficient in the laboratory testing of soil including moisture content, plasticity index, expansion, particle size analysis, R- Value, direct shear, consolidation, etc. Mr. Abdullah is also experienced in the testing and inspection of soil and asphalt during grading.
Specific Project Experience
Roadway Construction at Pacific Coast Highway and Alameda, Long Beach, CA Laboratory Supervisor: Mr. Abdullah performed laboratory testing including wet density tests in accordance with Caltrans 216 test for roadway construction at Pacific Coast Highway and Alameda in Long Beach.
Widening of Taxiway D, Bob hope Airport, CA
Laboratory Technician: Mr. Abdullah performed laboratory testing for the widening of Taxiway D at Bob Hope Airport, Burbank. Testing included asphalt flow and stability ( Marshall and Hveem), maximum specific gravity ( Rice), bitumen extraction, bulk specific gravity, percent air voids, core density, asphalt extraction, R-value.
Street Rehabilitation, Anaheim, CA
Laboratory Supervisor: Mr. Abdullah performed laboratory testing of asphalt, base and Portland cement concrete for City of Anaheim street projects in accordance with Caltrans procedures.
Repavement of the 710 Freeway, Los Angeles County, CA
Laboratory Supervisor: Mr. Abdullah performed laboratory testing of asphalt for the 1-710 repaving project in accordance with Caltrans procedures. Testing included asphalt flow and stability Marshall and Hveem), maximum specific gravity ( Rice), bitumen extraction, bulk specific gravity, percent air voids, core density, asphalt extraction, R-value. 1-5 Freeway Widening, Los Angeles County, CA
Laboratory Supervisor: Mr. Abdullah performed laboratory testing of asphalt, concrete, and backfill for the 1-5 Freeway widening and relocation at Alondra for Caltrans.
Construction Material Testing/ Inspection
Environmental and Geotechnical Engineering Services '
b u[ e d[ e z C c aK y rf
www. AescoTech. com 7 z a W % fi e C! z o u a d Zf k
AESCO
AESCO Proposal No. P5597
Statement of Qualifications
Kay Alabed
Program Manager
Kay is the founder and president of AESCO Inc. She established the Education:
company in 1994 in Baton Rouge, Louisiana as a drilling company, which B. S., Dental grew to a full- scale engineering firm. Kay serves as office manager and is Medicine, Damascus
in charge of the company' s daily operations such as marketing, proposal University, 1990.
preparation, project scheduling, client relationships and accounting. She Professional has written numerous computer software programs for the organization Certifications: ;
and operation of the firm. Kay also has a medical degree in Dentistry and Hazardous Waste
Operations OsHA' s
her medical knowledge and experience enables her to serve as the standard Training company' s health and safety officer. Kay prepared AESCO's Health and Certificate Safety Manual, Quality Assurance Program, and oversees the operating Radiation Safety officer and Nuclear
procedures for AESCO's nuclear density gauges. She also schedules and Gauge Certified budgets many of AESCO's projects. She has been responsible for coordinating and scheduling a variety of projects such as: freeway, grade separations, commercial, dam sites, gasoline service stations, and solid waste sanitary landfill sites.
Specific Project Experience
Sand Canyon Grade Separation, Irvine, CA
Project Coordinator: Ms. Alabed was the Project Coordinator for the Sand Canyon Grade Separation project in Irvine for the Orange County Transportation Authority/ Caltrans. The project included a railroad shoo -fly and new railroad bridge and CIDH foundations, retaining walls, shoring, pavement, utility installation, a pump station and building construction.
Perris Valley Line Commuter Rail Extension Project, Perris, CA Project Coordinator: Ms. Alabed was the Project Coordinator for the quality control inspection and materials testing services for the Perris Valley Line Extension Rail Project AMES Construction for the Riverside County Transportation Commission. The project involves a 22-mile extension of the existing 512- mile Metrolink commuter rail system and stations.
Auto Center Drive/ BNSF Railroad Grade Separation, Corona, CA Project Coordinator: Ms. Alabed was the Project Coordinator for the geotechnical and materials testing and inspections for the Auto Center Drive grade separation project for the City of Corona and the Riverside County Transportation Commission. The project consisted of constructing a four - lane overcrossing at Auto Center/ BNSF railroad tracks. Construction required a bypass roadway, other roadway improvements, retaining walls, utilities and CIDH piling foundations.
Soundwalls for the 210 Freeway, Los Angeles County, CA
Project Coordinator: Ms. Alabed was the Project Coordinator for the geotechnical investigation for new soundwalls on the 210 Freeway for Caltrans. The project included logging and classification of soil borings, laboratory testing and foundation design recommendations for new bridge and retaining structures and soundwalls. A geologic seismic hazards screening was also performed.
Research was conducted on existing geotechnical and geologic reports.
Construction Material Testing/ Inspection
b"u Ced Ca 9
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Environmental and Geotechnical Engineering Services
www. AescoTech. com ¢ a W 74 e Cis 0 u a d V / z
AESCO
AESCO Proposal No. P5597
Statement of Qualifications
Professional
Ruben Rocha Certifications:
Inspector
ACI Concrete Field
Mr. Ruben Rocha has over 12 years of experience in the field Testing Technician -
Grade I '
performing testing and inspection of construction materials such as ACI Concrete concrete, steel, anchors, soils and grading. Mr. Rocha, performed Laboratory Testing construction materials testing and inspections for multiple Caltrans Technician- Gradel
Hazardous Waste ,
and OCTA projects, which included bridges, roadways, utilities, Operation foundations, pipeline installations, lift stations and retaining wall Radiation Safety construction. and Use of Nuclear ,
Gage '
Specific Project Experience
Hazardous
Materials 40- hour
Training '
Trinidad Lift Station, City of Huntington Beach, CA Caltrans Certificate Inspector: Mr. Rocha was the Inspector for the inspection and materials 2fProfciencyfor:
testing services for replacement of the existing Trinidad Lift Station No. 29 Calculations
on Trinidad Lane, installation of a sewer force main on Trinidad Lane, north Pertaining to Gradings A SpG,
of Aquarius Drive, restoration of existing public and private improvements, Sampling Highway and asphalt pavement removal and replacement. Materials A Products, Soil A
Pier G, Berths G230-G236 Terminal Redevelopment North Slip Backlands Aggregate Sample Development, Port of Long Beach, CA
Preparation, Sieve
Inspector: Mr. Rocha was the Inspector for the construction inspection and AnalysisCoarse
Agggregagrega & of
ne tes,
materials
testing for the redevelopmentof BerthsG230- G236 at PierG, Sand Equivalent, Port of LongBeach. The new constructionconsists of a marineoperationsAir Content, ' building, substationhousing, waterline and stormdrain installations, reefer Freshly Mixed system installation, electrical/ communicationduct banks, substation Concrete, Pressure, installation, grading, paving, soil handlingand disposal, and demolitionof Densityof Freshexisting structures. Inspection and testingincludedcompactionof grading, Concrete, Flexural Strength
of PCC , asphaltic
concrete, subgrade, rebar, reinforcingsteel, anchor bolts, torque Fabrication Only), bolts, shear bolts, and epoxyanchor. Ball Penetrationin Fresh
Portland Various
School ImprovementProjects - Los AngelesUnified School District Cement Concrete, Inspector:
Mr. Rochawas the Inspectorfor the constructionmaterials Sampling Freshly testing and inspectionsfor the improvementsat variousgrade school, Mined Concrete, PCC
Cylindermiddle
school and high schoolcampusesthroughout the LAUSD. Mr. RochaFabrication, Slump performed testing and inspectionsincluding lightweightconcrete, rebar, of FreshPortland ' anchor bolts, compaction, mechanical anchors, epoxy, grout, mortar, pull Cement Concrete, tests on existinganchors, and pachometertesting. Temperature of Freshly Mixed 1-
5Wideningand RealignmentProject, Santa Fe Springs, CA Portland Cement Concrete
Inspector:
Mr. Rochawas the Inspectorfor the materialstesting and inspection during the wideningand realignmentof the 1- 5Freewaybetween Valley View Avenueto justnorthof MarquardtAvenue in theCity of SantaFe Springsfor Caltrans.
The wideningproject includes the reconstructionof a newovercrossingand retainingwalls.
AESCOis performingthe testingand inspectionservices for the leanconcretebase ( LCB) and jointed plane concretefor rapidset andregularconcrete. Construction Material Testing/ InspectionEnvironmental
and GeotechnicalEngineering Services S"
ul c a [ f dCa qr cx e z www.AescoTech.
com z a cxTh e Ciz o uKd Zlrr
QESC®
AESCO Proposal No. P5597
Statement of Qualifications
State College Boulevard Grade Separation, City of Fullerton, CA Inspector: Mr. Rocha was the Inspector for the replacement of the at -grade railroad crossing by construction of an underpass for State College Boulevard beneath the existing BNSF railroad. The City of Fullerton and the Orange County Transportation Authority ( OCTA) constructed a vehicle undercrossing at the intersection of State College Boulevard and the Burlington Northern Santa Fe Railway. The roadway was lowered between Santa Fe Avenue to the north to approximately 500 feet south of Valencia Drive. Construction included a temporary railroad shoo -fly, a railroad bridge, retaining walls, a pump station, pavement and utilities reconstruction. Mr. Rocha also performed shotcrete inspection.
Construction Material Testing/ Inspection
e u i 2d ea g of Me 'teedEnvironmental and Geotechnical Engineering Services www. AescoTech. com
z a m e G z c a a d Zf
AESCO Proposal No. P5597
Statement of Qualifications
APPENDIX C
SAMPLE FIELD AND TEST REPORTS
Construction Material Testing/ Inspection 1, a ti F u i l d i KgEnvironmental and Geotechnical Engineering Services r cu e tee a
www. AescoTech. com ' a n w I k e - z 0 u K d Zl A
AESCO
r.
17M Georgetoxa Lau, Hndaetw Bach CA 92641
Ph: 714-375-39M F.. 714-375-3931
14163Arrant Baelenrd, Fasten CA 97335
Ph: QM-284-9200 Fa4: 909 ?84.9?01
A
Gedeclowd- Ensimnmewl• MalmalsTwine• Insostion
SPECIAL INSPECTION REPORT
hh q
BaldingPermuNo. --_ - . Pmjea40.: 20isIM Repots4o.:
JobIdentification, Address. CG-Rl Crf
Y' 01iiik(Tledtbl.1 (i AGj cc14b1 Shenof
Con. AddmtmctDr s tYr POLLI3
Architect; . Addrm, -. — jTWVhY L4ri - TAPN--------
Typeeflaspectiew .! RemfoladCoocette 1PsestaessedConcrec j Masons Fisepaoli oWeldnsg c Reber Foundation n B chhPL
p iMxptto Batting c Gypsum c Asphalt Oths p A-i1GN
InspectionType: GContinuouso PeaWic a Tw Iacaliomshm onnsa:hedmap laspectiommade, iocluding Wrasidm:
B fl I D( Al
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Nt OA
e
0 A I
IlcrosIlnNinngI ) oolrtaim.2) IaRsliaDofNeaiaeshWWitems. wA3) previouslylimduncosecledilrntn Chsggn4aDsayedDes auMritedbyntRiaeyaadomof rvsld:
Additional WspowoD:.
comma
TodMhestofmykmwledge. workimpmt[d wasinrccm*= xiihthebuildingdgmnmmtappmmdpFaosspeeifntiomand applimbleWorkmanshippmsuiom of the1BCextcptas wWabomSAMPLES Sd (
s) of _ Concrete / Mortar I GroutI Prisms / Sail/ Rebar1 Asphalt, Bolts & Nuts J____ See AESCO's ReportNo. ( s) for testrrsultsor additionaldetails HOURS Dote
Taal Hamsran In Time DI11 Cade Initials 93D.
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by InspcetProjrd Engines _ ',_ V
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Material Testing/ Inspection , aEnvironmental
andGeotechnicalEngineering Services I www.
AescoTech.com AESCO
Proposal No. P5597Statement
of Qualifications50M
REPORT
OF IN -
PLACEDENSITYCLIENT:
cm OP HONawrotiBEACi 2000
MAIN S TomHUNTIN
TON BEAC, rk 92640PROJECT:
PROJECT No. CC1401TRINIDAD
LIFT STATIONNO. 29 FORCE
MAIM REPLACEMENTPROJECT APSCD
1T732
Georpom L. Hundquot
Berk Cog", 9244' Tdephoat: (
714 J75-3M FAX: (
714) 37S• 3131 PAGE
1 OF 1 ROJECTNOf
2015001873 REFORTMO:
D8950 DATEOFSaavta
9/ 10/ 15 AUTHORIZATION:
REPORTUATE
9/ 30/ 15 SERVICE&
Perfo[ m in -placedensityand wistnrecontent teats to deteninethe degreeof field caspactlon. PROJECT
DATA CONTRACTOR:
CITY OF HUNTINGTONBEACH GAUZY• 80C 3440 WETVWOFTEST:
GAD® SWALMO: 22862 DENSITY:
AM D2922 STANDARD COONI3 6/
061VRE: ASM DJ017 XST , MOISTURE-
MRGT: Rfl70U5: DENIFTY-
CUWMT: Pwwta: srE
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TECH REPORTROKD4N a MD07URL
GEaBCH REPORT antaF. aT TAT
OF aIATFAIAIS ND TIRE% 4F2 " d RUM [ VO Ti®
CE BA MLLSILTY SAND GRAY M/ MINORCLAY 15. 5 114. 5 D9974 REPORT OF TESTSFFELDOFIWNIFlEIDDEPISY NAr7WNTM
NOMTM AlMsTU" 84 DF76rTT' Man w
NoGTION 1% J_ r% JwET _ MY IRS f% o0 1. 5'
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THE TOP OF GRADE16. 2 15. 5 121. 5 199. 7 114. 5 96 2. 1' BKLON THETOP OF OWE 14. 7 I5. 5 123. 1 101. 1 114. 5 94 Tat results on this reportsee[ pmjea specificationsae
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AESCO Proposal No. P5597
Statement of Qualifications
APPENDIX D
CERTIFICATIONS
Construction Material Testing/ Inspection ,
Environmental and Geotechnical Engineering Services <
ti ` u i 2d i u g refcrsezi c a
www. AescoTech. com z am I k e Cfz eu a
AESCO
AESCO Proposal No. P5597
Statement of Qualifications
Remov e y our new Poc ke t Ce r t i f i cat eBoardfor ProfessionalEngineers, LandSurveyors, andGeologists 2535 Capitol Oaks Drive, Suite 300
from the receipt portion and carry Sacramento, CA 95833- 2944 it with you at all times. 916 263- 2222
11/ 19/ 11,
CUT HEnE
I ll I6/ 11
BOARD FOR PROFESSIONAL ENGINEERS,
CUT HER •...••.•-...••.•
LAND SURVEYORS, AND GEOLOGISTS
uT HERE
I M P O R T A N T
2535 CAPITOL DAei ORIYE, SUITE 3Oo
SACRAYC4 956JJ- 2944 SIG
2G12222 ase .
1Pleincludeyour Cerlifiealc Nunitleron any c rres thisoffice to thoffice. 16 2. Notify the
Boardof any name or addresschange In writing. enc, T cArE so CIVILENGINEEREXPIRATION 3 Report any Im, of this CertificateImmediatelyuI writing to The Board. C 5399212/ 31/ 19 ADAMCHAMAA4.
Please s9gn and carry the PocketCertift— with you. 6661 A L A M I T O S C R s. Fit— laminate your Certificate In avoid detariontion. HUNTINGTONBEACH CA 92648 ADAM CHAMAACERTIFICATE NO EXPIRATION
DATE RECEIPI NO. S9naWn RECEIPT NO.
C 53992 Ili 31111 1111011/ 7319035AThis is
your receipt. Pleasesave for your records. PPRC0: -. Remove your new
Pocket C e r t i f i ca t eBoardforProfessionalEngineers, LandSurveyors, and Geologists2535 CapitolOaksDrive, Suite 300 from the receipt portion and carry Sacramento, CA 95833- 2944 it with you at all times. 916263-2222 11/ 16/ 17
CUT HERE 11/
16/ 17
BOARDFOR PROFESSIONAL
ENGINEERS, et LAND SURVEYORS,
AND
GEOLOGISTStu/ HERE — I M P 0 R T A N T Cut HEC 2535
CAPITOL
OARS
DRIVE, SUITE 300 O SACRAMENTO. CA
95833- 2944 ,®. 1. Please include
yourCeri; fine Numberon any car cspoodcnceto this ofricn. 916263. 22222, Notify the Boardof any name or addtachangein writing. GEOTECHNICALENGINEERCERTIFICATE No. EXPIRATION
3. Report any lostof this Cenifinteimmediatelyis writing to the Board. GE 278412/ 31/ 19 ADAMS A
L E H CHAMAA +- Pyresignandnrry the Pocket Certificatewith you. 6661 ALAMITOSC I R s. Pleaselaminate yourccrlifinte to avoid deleT; OraUOn. HUNTINGTONBEACHCA 92648 AD" SALEMCHAMAA C 00053992 CERTIFICATE
NO. EXPIRATION DATE RECEIPT NO. QUALIFIER NO. SyW'•
GE 2784
12/ 31/ 19 73190353RECEIPTND. This
is your
receipt. Pleasesave for your records. 73190757PPRGE04/22/ 11 ConstructionMaterialTesting/
Inspection Environmentaland Geotechnical
Engineering Serviceswww. AescoTech. com
j/ z o c7r % l e Cj x a u adZIk
AF, SC' 0 Proposal No. P5597
Statement of Qualifications
HOARD FOR PROFESSIONAL ENGINEERS,
I
LAND SURVEYORS, AND GEOLOGISTS
2575 CAPITOL OAKS
9583
SUITE 300
SACRAMENT O, CA 95833- 2944
916 263- 2222
CERTIFICATE NO
CIVIL ENGINEER EXPIRATION
C 25723 12/ 31/ 17
Renewed to
RUSSELL JEROME SCHARLIN 12/ 31/ 19
17782 GEORGETOWNLANE
HUNTINGTONBEACHCA 92647
RECEIPT N
I
Sign. m s
53160665
BOARDFORPROFESSIONALENGINEERS,
ILAND SURVEYORS, AND GEOLOGISTS `
2535 CAPITOLOAKSDRIVE, SUITE300
C SACRAMENTO, CA 95933- 2944
916 263 2222
GEOTECHNICALENGINEER EXPIRATION
CERTIFICATE NO. 12/ 31/ 17
GE 751 Renewed to
RUSSELL J. SCHARLIN 12/ 31/ 19
17782 GEORGETOWNLANE
HUNTINGTON BEACH A 92647
OUALIF IER NO.
S gn. 1u.. f- 00025tkox.0ECE IPT NO
53160025
C(
Environs
AESCO
I BOARD FOR ENOMMSIONAL ENGINEERS.
1 LAND SURVEYORS. AND GBOLOGISTS
ma yy !^- ZE] G CAPITOL OAKS 00. 1VF, sU1TE 30U
CJ ` 9ACRAM[ NI' O, CA 86B]] 28Aa
CIVIL ENGINEER
E< Y, RAT, o„
C 49661 09/ 30/ 18
DAVID JON RYAN
7851 EAST RING ST
LONG BEACH CA 90808
AESCO Proposal No. P5597
Statement of Qualifications
Construction Material Testing/ Inspection . 4w e s i e a Environmental and Geotechnical Engineering Services
www. AescoTech. com 7 s a w' 7ke GF t a u K d V /,
4 AESCO Proposal No. P5597
Statement of Qualifications
BOARDFORPROFESSIONALENGINEERS,
LANDSURVEYORS, ANDGEOLOGISTS
PROFESSIONALCIVILENGINEER
AMER SID HAZBOON
isf C 6" 78
25M CApdajoaks on", Suln300, SeaarrWft, CAVA33-2944
Tq* 0wxw ?&~ 9s6- 263- 2227
dC ca *
wwcoelWcaeov
Construction Material Testing/ Inspection 1 ti
Environmental and Geotechnical Engineering Services
www. AescoTech. com
vau ldCK9 ' owe tie
worn % ke Cjaouad VA
AESCO Proposal No. P5597
Statement of Qualifications
APPENDIX E
RELATED PROJECT EXPERIENCE
A partiallistingof relatedprojectsfor theCity of HuntingtonBeachisprovidedbelow.
Lambert Park Slope Failure
Beach Gun Range
Huntington BeachCity School District SolarPanelInstallations RoadwayImprovements (Heil, Nichols, Talbert, Main, Warner, Slater, Yorktown, Garfield, Gothard, Magnolia, Graham, Slater, Atlanta, Brookhurst, Edinger, Newland Street Bridge
Central Net Fire Training Facility Pavement Design
Warner Avenue Sinkhole Emergency Response
Overmyer Reservoir
Springdale Reservoir
Utility Operations Yard
Van' s Skate Park and Retail Structure
Lift Station 4
Lift Station D
Trinidad Lift Station
Ranger Lift Station
Atlanta and Beach Lift Station
Oceanhill Sewer Replacement
Sewer Siphon Remediation, Brookhurst Street
Lift Station # 26
Beach Boulevard Water Main Extension
Warner Avenue Gravity Sewer Lift Station C
Algonquin Lift Station # 10
14- Inch Water Line Installation, Huntington Harbor
Water Line Garfield Avenue
Main Street Parking Garage
Traffic Signal Modifications, Brookhurst and Yorktown, Newland and Atlanta, Magnolia and Atlanta
Yorktown Transmission Rehab
Downtown Water Main Replacement
Bracing Sewer Pump Station # 1
Drainage Improvements Beacon, Heil and Trudy
Brookhurst Bridge Renovation
Feeder WOCWB Water Line # 2 Realignment
Well # 9 GAC Filtration System
Magnolia Street Bridge Preventive Maintenance
Brookhurst Street Bridge Preventive Maintenance
Edgewater Sewer Lift Station # 6
Bolsa Chica Signal Modifications
Main Promenada Parking Structure Improvements
Construction Material Testing/ Inspection ,
Environmental and Geotechnical Engineering Services
l a c b u CFd Ca y 4 Heez l ea
www. AescoTech. com
1 0
Talbert Lake Modifications
Water Damage Main Street Parking Garage
Sewerline Beach and Slater
Structural Wall Repair Main Street Parking Garage
Heil Fire Station Tenant Improvements
Main Street Library ADA Restroom Upgrades
Electrical Upgrades Peck Reservoir
South Beach Phase II
Storm Drain Seapoint and Garfield
Storm Drain 7chStreet and Goldenwest
Solar Panel Installation Central Park
Solar Panel Installation Civic Center
AESCO Proposal No. P5597
Statement of Qualifications
Construction Material Testing/ Inspection
Environmental and Geotechnical Engineering Services
S u i Cd i n y iac e a i c a
www. AescoTech. com T a o as I k e C zo u a d Zl;
AESCO Proposal No. P5597
Statement of Qualifications
APPENDIX F
LETTERS OF RECOMMENDATION
Construction Material Testing/ Inspection
Environmental and Geotechnical Engineering Services 6 u i Cd i Kg e r i c arf Kc www. AescoTech. com :
o crc % k e Jr aa a d Zl
AESCO Proposal No. P5597
Statement of Qualifications
Orange County San Bernardino County
17782 Ge Wmm lane 141G9 Arta• aoulm- Ard
I lundngion Beach, CaWonua 926 17 Fontana. California 919. 95 Tele: ( 71 1) 375<,W ( 1 ' fete: ( 909) 281- 9200
Fav ( 71. 0 37. r9W41 Fau ( 909) 2849201
AESCO COMPANY SURVEY
Client Name: L 14C) f} gAZMZ
Company: C f 7? IF CrcQ0n1A
Date: l 2 ! ! ! S
Strongly Somewhat Undecided Somewhat Strongly
Agree Agree Disagree Disagree
Does AESCO appear
knowledgeable/ qualified
to perform the testing?
Overall, AESCO
handles all complaints
in a timely manner.
l
Would you use AESCO
1 again?
Would you recommend
AESCO' s services to
other companies?
Overall, you are pleased
with the way AESCO
handles obstacles at the
sob
AESCO submits reports
in a timely manner
AESCO' s staff is
readily available to
provide support when
needed
Additional Comments:
e 1.
How can AESCO improve?
Construction Material Testing/ Inspection Environmental • Geotechnical Engineering Services www. AescoTech. com
Construction Material Testing/ Inspection P a b' u i 8d E 9 4. x e t Cc aEnvironmental and Geotechnical Engineering Services www. AescoTech. com
AESCO
AESCO Proposal No. P5597
Statement of Qualifications
Ormige Gorinty San $umarailu Coatnty
I': V ire, i$ 10 A- x- Ikmlasarei
i( wringmBtc k C.i1Fr. FI11i!? bri7 Fonrul' QU4- na 9: 17] Tdc" el141 Ai5151:+ Td.: - e!.w d34.-ha1
ra, d 1p 17,11511 F... Axi% 2441'131
Client Name-
t%;
f9/, c1
Cornpanr: 1.[) ti c fi [" k L-
Date: : i : i l
Srrnl<< ly S.? me'. chat Clnilzcideil Sottewhar StronQlY a' a'; L A To Disagree- Di3am' cce
Does AESCO appear
knoivlcdgcab ic;'qualificd
to perfom Iht lesting'
Ow. rall, AESCO
handles Fill a:atmplaints
in a timely rmuiner. 1 l
i; rlluiil YOUuw ATSCII-
a Fairi?
Would you reLa, mmend
AESCO' s Services lu
other cup antis?
Overall, yuu arepleased
widethe nay AESCO
handles & Ktacies at the
job
AF.' tiC:( 1 snhmiu mpowc
in a lidnely manner
AESCV' s staff is
readily available to
provide suplwt when
uccdcd
Cotnmcnts:
How can AESW improw?
ff ti
Sigf4wre —
Cowniction Matcrial Tcoi gr Inspection 4 Environmental R GreotechnicalDigineeAug Sewices wLvw. Ae,sL'r,•f evI1xalm
Construction Material Testing/ Inspection
I Page bFa eEd i a g rf me zeeaEnvironmental and Geotechnical Engineering Services www. AescoTech. com 7 z oM 74eGj z oua d Zl rz
NTINGTyt
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9y
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AESCO Proposal No. P5597
Statement of Qualifications
City of Huntington Beach
2000 Main Street + PO Box 190 + CA 92648
Department of Public Works
714) 536- 5431
To Whom it may concern:
The City of Huntington Beach has utilized the services of AESCO, Inc for over 10 years on projects requiring geotechnical engineering, construction materials testing and site inspection. We have utilized Aesco on a wide variety of projects over the years. We have found them to be responsive and provide excellent services for building, structure, utility and roadway projects. They have always been an excellent resource which we have had the pleasure of employing.
We highly recommend AESCO for both geotechnical services as well as construction materials testing and inspection.
If I can provide further assistance, please do not hesitate to contact me at ( 714) 375- 8471 or dverone@surfcity- hb. org.
Sincerely
David Verone
Contract Administrator
C
Environi
0 OrangeCounty
17782 Georgetown Lane
Huntington Beach, California 92647
AESCO Tele: ( 714) 375- 3830
Fax: ( 714) 375- 3831
San Bernardino County
14163 Arrow Boulevard
Fontana, California 92335
Tele: ( 909) 284- 9200
Fax: ( 909) 284- 9201
Request for Qualifications
FOR
On -Call Construction Materials Testing Services
AESCO Proposal No. P5597
Public Works Department
City of Huntington Beach
2000 Main Street
Huntington Beach, CA 92648
Attention: Mr. Jim Slobojan, Fiscal Services Department AESCO
17782 Georgetown Lane
Huntington Beach, California 92647
Tele: ( 714) 375- 3830
Fax: ( 714) 375- 3831
January 11, 2018
Construction Material Testing/ Inspection Environmental Geotechnical Engineering Services Local fir=_._ _ - edure Manual
Al[
Consultant or subconsultarlt-
Exhibit 10- H Cost Proposal
SPECIFIC RATE OF COMPENSATION ( USE FOR ON - CALL OR AS - NEEDED CONTRACTS) Construction Engineering andInspection Contracts
AESCO F um' ngton h1_ 1 on- Call 119, 2018Contract
No.: tienst. Mains! Tcstrna [ late: EXHIBIT
10- H Cost
ProposalFringe
Benefit% 0vcrhead% Georral Administration % Combined Indirect Cast Rate ( ICR) AURhIAL
11. 80% + 143 00n/ + 10 00% R
164.
80°/ OVERTIME
11, 80% + 143. 00% + 10. 00% - 164. W1 FEE % -
10. 00% R114
1NCr i° NFORMATIONCALCULATION INFORMATION NarneJob
Title/ Classificationt Hourly lulling Rate 2 Straight
OT( 1. 5 X) OT( 2 X) Effective
date ofiourlyrate From
To Actual
or Avg- sourly
rate 3 or $
Increase
Hourly
range - for clas5iftcation
only Adam
Chamaa, P. E., G E. Sr.
ProjectManager Sr.
CreotechrkalEngineer Exempt
203.
90 NA NA 1/ 11201812/ 31/ 201870. 00 Not
Applicable210.
01 NA
NA 1/ 1/ 2019126112019 72. 10 3. 00% 216-
31 NA NA 1/ 1/ 202012/ 311202071. 26 3. 00%n 222
80 NA NA I/ l/ 202112/ 31I202176 49 3. 00% 22949
NA NA 1/ 11202212/ 31/ 202279 79 3. 00% 236
37 NA NA 1d112023 12/ 31/ 202381, 15 3 00°/ Kay
AlabcdProject
coordinator PM
Exempt
2t8.
46 NA NA II1f2018 12131/ 20t8 E75. 00 NiA
Applicable225.
01 NA NA 111/ 20191231J2019 77. 25 3. 009K231
76 NA NA 1/ 1/ 202012/ 11/ 202079. 57 3. 00% 238-
72 NA NA 1/ 1/ 202112/ 311202181. 95 3 00% 245,
88 NA NA 111/ 2022 12/ 31/ 202284 41 3. 00% 5253
26 NA NA 1/ 1/ 202312A I/ 202396 95 3. 00% Debra
Perez Project
Manager Phi
Exempt
S180.
01 NA NA i1112018 1213IJ2018 61. 80 Not
Applicabic185
41 NA NA 11112019 12/ 31/ 201963 65 3 00% S
190.97 NA NA 1/ 11202012/ 31/ 202065. 56 3. 00% 196.
70 NA NA 111/ 202112/ 31i202167 53 3. 00% 202.
60 NA NA 111/ 202212i3112022 69. 56 3 00% 208.
68 NA NA lfl/ 202312/ 3U202371. 64 3. 00% Russ
Scharhn. RE, G. E. Sr,
GeutechrucalEngineer Engineer
Exempt
203.
90 NA NA 1/ 1/ 2019IV31/ 2018 70 00 1soTAppIicablc
210.
01 NA NA 11t12019 1213U2019 72 10 3. 00% 216.
31 NA NA 111r020 12/ 3P202074. 26 3. 00% 222-
90 WA NA 1]/ 24211213V2021 7649 3- 00% 229.
49 NA NA 111/ 20221213112022 79. 79 3 W/o 236.
37 NA NA 1/ 1/ 202312/ 31/ 202381. 15 3 00% David
Ryan, P E. Ivlatertal
Engineer Engineer
Exempt
140.
86 NA NA 1/ 11201812/ 31/ 201948. 36 Not
Applicable145.
09 NA NA 1/ 1/ 201912131/ 2019 49. 81 3. 00149.
44 NA NA 111) 202012, 1311202051 31 3. 00% 153.
92 NA NA 1/ 1/ 202112131) 2021 1 $ 52, 84 3. 00% S15854 NA NA 1/ 1/ 202212/ 31/ 20225443 3. 00% 163.
30 NA NA I/ If202312/ 3L90235606 300°/ LPP
13- 01 June 20, 2013
Local As; edure Manual Exbibit . 10- H Cost Proposal
EXHIBIT 10- H
SPECIFIC RATE OF COMPENSATION ( USE FOR ON -CALF OR AS -NEEDED CONTRACTS) Cost Proposal
Ixlmsc ]
Construction Engineering and Inspection Contracts
A J' aSCO H- Urwa" a- h 0.. Call 1/ 9/ 2018
Consultant or Subconsultant- Contract Nn.: Cann. MaterialTe uM Date:
Fringe Beaefat% Overhead % General Administration % Combined Indirect Cast Rate ( 1CR) % NORMAL 11. 80% + 143 001 - 10. 00 % = 164. 90%
OVERTIME 11. 80% + 14300% + 10 W% 164, 90%
FEE % = 16- D7%
RIi . I . TRif7 TWORMATTON CALCULATION INFORMATION
Name/. lob TilWClassification ` Hourly Billing Rate'
Straight OT ( 1.5 X) OTt2 X)
Effeclive date of curly rate
From To
Actual or Avg.
hourly rate'
or S
increase
Hourly rauge - for
classification only
Amer Hazboon, P. E.
Sr. Project Engineer
Exempt
S 160. 79 NA NA 111/ 2018 12131/ 2019 55 20
NotApplleable
S165. 61 NA NA 11112019 12/ 3112019 56. 86 3. 00%
17058 NA NA 1/ 112020 12/ 3112020 58. 56 3.00%
175. 70 NA NA 11tf2021 12/ 31/ 2021 60. 32 3. 000/
18097 NA NA 111f2022 12131/ 2022 62. 13 3. 000/
186 40 NA NA 111/ 2023 12131/ 2023 63. 99 3. 00%
Duane Wentworth
QA/( CManager
Exempt
120 88 NA NA 111120i 9 12131/ 2018 41. 50
Not Applicable
S124. 51 NA NA 11/ 2019 1213V2019 4275 300° f
129. 24 NA NA 1/ 112020 12/ 3112020 44. 03 3-00°!
132. 09 NA NA 1/ 112021 12/ 3112021 45, 35 3. OD0f
136. 05 NA NA 1/ 1/2022 ll13112022 46. 71 3. 00%
140. 13 NA NA 1/ 112023 12/ 31/ 2023 48. 11 3. W16
Steve Crumb
Laboratory Manager
133. 49 NA NA 1/ 1/2018 12131/ 2018 45 83
Not Applicable
137. 50 NA NA I/ V2019 12/ 31/ 2019 47. 20 3. 00%
141, 62 NA NA 1/ 112020 1213112020 48. 62 3. 00%
145. 87 NA NA Ul/ 2021 12/ 31t202] 5008 300%
150. 25 NA NA 1/ 1/ 2022 t2, 13IO_ 022 5158 3. 00%
154. 76 NA NA 1/ 1/2023 12/ 31/ 2023 51. 11 3. 00%
OmarChatnaa
QC/ QA Engineer
Non - Exempt
135. 62 158. 90 182, 18 1/ 112018 12/ 3112018 S46. 56
Not Applicable
139. 69 163, 67 187. 65 1/ 112019 12/ 3112019 47. 96 3 00% S143. 88 168. 58 193, 27 1/ 112020 12/ 31/ 2020 49 40 3. 001/ 6 148. 20 173, 63 199. 07 IA/ 202t 12131/202150.83 3. Wl; 152. 64178, 84 205. 05 1/ 11202212/ 31C202252. 40 3. 00% 157, 2218k21 211, 20 PI/ 2023 12/ 31/ 2023 53, 98 3. 00% LPP 13-01
dune 20, 2013
Loral As: edare Manual Exhibit 10- H Cost Proposal
SPECIFIC RATE OF CONTENS ATION ( USE FOR ONN-CALL OR AS -NEEDED CONTRACTS) AlE ScQ Construction Engineering and inspection Contracts AESCO Huntington Beach on- Ca11 1/ 912018
Consultant or $ uhcorlsultanv Conlract l4v Canst. MaserWJTeauU Date:
EXHIBIT 10- H
Cost Proposal
Fringe Benefit% a Overhead% General Administration % Combined Indirect Cost Rate ( 1CR) % NORMAL 11. 801fa + 143 00% 10 Goa/o = 164. 800!
QV@RTIN4C 11 801/ a + 143. DO% + 1000% - 164.$ 0%
FEE °/ a = 10. 00%
R11 1 MC, iltirriRMATIOW CALCULATION INFORMATION
tiamef3oh TitlelClassifieat on Hourly Billing Rate"
Straight O F ( 1.5 X) r( 2 X)
Effective date ohouriv rate
From To
Actual or Avg.
hourly rate 3
or S
InErrase
Hourly range - for
Classification only
Data Processor
Non - Exempt
72. 82 85. 32 97. 82 Ul 2018 12/ 31/ 2018 25, 00
Ranges
20 to S30)
7; 00 87. 88 100. 75 1i I /2019 12/ 31/ 20, 19 25. 75 3. 00 %
77. 25 90. 52 103. 78 1/ 1/22020 12/ 311L020 26. 52 3. 00%
79. 57 9123 106. 89 11112021 12/ 3112021 27. 32 3. 00%
9196 96. 03 1110. 10 1/ 1/ 2022 1213112022 28. 14 3. 00%
84. 42 98. 91 113AD 1/ 1/ 2023 12/ 31/ 2023 28. 99 3, 00% Materials inspector ( 4)
Non - Exempt
136 90 160. 40 183. 90 1! 122018 12/ 3112018 S47. 00
45 to $ 50)
S141, 01 165. 21 189, 42 111r2019 12/ 31ii019 48. 41 3. 00% 5145 24 170. 17 195. 10 1111. 020 12/ 3112020 49 86 3. 00% 149, 60 17528 200. 95 1/ 1/ 2021 12,31 t'2021 51 36 3. 04' Ya 154. 08 180. 53 206. 98 111(2022 1213112022 52. 90 300% S158. 71 185. 96 213. 19 111/ 2023 12/ 31' f023 S5449 3. ctJFo Nacresand classificationsof consultant (key staff) teammembersmustbelisted. Provideseparatesheetsfor prime andall subconsultantfirms
2. Stilling rate = actualhourly rate " (1+ ICR) . (]+ Fee) Agreed upon billing rates are not adjustable for the term of contract. 3 Fordarnedenrploycesenterthe actualhourly rate. For classificationsonly, enterthe averagehnurlpratefor Thatclassification.
Note:
Denoteall employeessubjectto prevailingwagewith anasterisks {'"J For "other Direct Cost" listing, seepage2 ofthis Exhibit LPP 13411 June 20, 2013
Local Assistance Procedures Manual EXHIBIT 10- H
Sample Cost Proposal
E,KHIBIT 10- H SAMPLE COST PROPOSAL ( EX kMPLE 02) Pagc 2 of2 SPECIFIC RATE OF COMPE14SA- 110N ( USE FOR ON -CALL OR AS -NEEDED CON 1'l2ACi' S) CONSTRUCTION ENGINEERING AND INSPECTION CON'17tACTS)
Consultant or Subconsultant AESCO INC. Contract No, Civil E Date _ O 1lOW I S
SCHEDULE OF OTHER DIRECT COST ITEMS
PRIME CONSULTANT SUBCONSULTANT # 1 SUBCONSULTANT # 2
DESCRIPTION OF
ITEMS
UNIT UMT
COST
TOTAL DESCRIPTION OF
ITEMS
LfNIT UNIT
COST
TOTAL DESCRIPTION OF
ITEMS
UNIT UNIT
COST
TOTAL
S 9. 00 5 0. 00 NONE 0. 00
T 1-10 and
0 00 0. 00
n. nt: 1 1 0. 00 0, 00
t3trher servI. es- . 0. 00 SO. 00 4. 00
0. 00 O. OD S o. 00
S 0. 00 0. 0D 0- 00
S 0. 00 0. 00 S 0.40
0. 00 00 SO -Do
0. 00 0. 00 0. 04
O. OD O. Do S0. 00
PRIME TOTAL. ODCs = $ 0. 00 SUBCONSULTANT # 1 ODCs = S o. 00 SUBCONSULTANT # 2 ODCs = $ 0. 00 IMPORTANT NOTES:
I. List direct cost items Arithestimated costs. `these costs should be competitive in their respective industries and supported with appropriate documentations.
2. Proposeditemsshouldbeconsistentlybilled directly to all clients (Commercialentities, FederalGovL, StateGovt., andLocalGovt. Agency), andnotjust whentheclient will pay for them as a direct cost.
3. Itemswhenincurredfor thesamepurpose, in like circumstance, shouldnot be includedin any indirectcostpoolor in theoverheadrate.
4. Items such as special tooling, will be reimbursed at actual cost with supporting documentation ( invoice).
5. Items listed above that would be considered " tools ofthe trade" are not reimbursable as other direct cost.
6. Travel related casts should be pre -approved by the contracting agency.
T if mileageisclaimed, the rateshouldbeproperlysupportedby theconsultant'scalculationof their actualcostsfor companyvehicles. In addition, themilesclaimedshouldbe supported by mileage logs.
S. if aconsultantproposesrentalcostsforavehiele, thecompanymustdemonstratethatthisistheirstandardprocedureforalloftheir contractsandthattheydonotownanyvehicles that could be used for the same purpose.
LPP 15- 01 January 14, 2015
Schedule of Fees
Effective January 1, 2017
AESCO Standard Fees
Fabrication Shop Inspections Cost ( per hour)
T173 Structural Steel Inspector ( ICC/ CBO) ..................................................................... $ 95 T174 Structural Steel Inspector ( AWS) ........................................................................... $ 95 T175 Batch Plant Quality Control Technician/ Inspector................................................ $ 95 T176 Reinforced Concrete, Prestressed Inspector......................................................... $ 95 Field Inspector/ Technician Hours
No Work Performed ( Work Cancelled) ............................................................................. Minimum 2- hour Charge All field services charge................................................................................ Minimum 4 and 8- hour Charge Thereafter Regular Work Hours
First 8 hours, Monday through Friday, between 5:00 a.m. to 5:00 p.m.
Direct Project expenses outside services will be charged at Cost + 15%.
Time and One - Half
Anyincrementpastfirst 8 hoursthrough12 hours, MondaythroughFriday First 12 hours on Saturday
Shift between 3:00 a.m, and 5: 00 a. m.
Double Time
Anyhourspast12hoursMondaythroughSaturday, alldaySundayandFederalHolidays Field Analysis Cost
per hour unless otherwise noted)
G200 Soil Boring with Hollow Stem Auger Drilling......................................................... 260
G201 Backfill Boreholes with Betonite, per foot............................................................ 10 G202 Backfill Boreholes with Grout, per foot................................................................. 20 G203 Drumming and Disposal of Clean Cuttings............................................................ 350
Mix Design Review Cost
D250 Review of Concrete Mix Design............................................................................. 150 D251 Review of Grout Mix Design................................................................................... 150 D252 Review of Mortar Mix Design................................................................................. 150 D253 Review of Asphalt Mix Design................................................................................ 180
U303 Technician for Specimen pick up, minimum 2 hours, per hour ............................. 95 U304Vehicle, per trip...................................................................................................... 65 Field Equipment Charges Cost
E350Brass Mold, each.................................................................................................... 20 E351 Concrete Air Meter, per day.................................................................................. 40 E352 Concrete Unit Weight ( Scale, Bucket, Rod and Mallet), per day ........................... 10 E353 Field Vehicle Usage, per day.................................................................................. 65 E354 Concrete/Asphalt Coring Equipment rental per hr, min 4 hrs and 8 hrs therafter 190 E355 Fireproofing Adhesion/ Cohesion, per test............................................................. 15 E356 Hand Auger Equipment, per day............................................................................ 125 E357 Level D Personal Protective Equipment ( PPE), per person per day ....................... 40 E358 Liquid Penetrating Consumables, per day............................................................. 20 E359 Magnetic Particle Equipment and Consumables, per day ..................................... 30 E360 Ultrasonic Equipment and Consumables, per day ................................................. 55 E361 Nuclear Density Gauge Usage, per hour................................................................ 15 E362 Compaction Test, per location/ per test................................................................ 18 E363 Portable Concrete Laboratory -not including Technicians, per day ........................ by quote E364 Pachometer ( RebarLocator), per day.................................................................... 50 E365PID Usage, per hour............................................................................................... 30 E366 Pull Test Equipment, per day................................................................................. 60 E367 Sand ConeTest Kit (Scale, Burner, SandConeApparatus), per day ...................... 150 E369 Schmidt Hammer, per day..................................................................................... 40 E369 Torque Wrench, Small, per day.............................................................................. 15 E370 Torque Wrench, Large, per day............................................................................. 20 E371 Torque Multiplier ( Skidmore), per day.................................................................. 75 E372 Miscellaneous Equipment Charge.......................................................................... by quote E373 Vapor Emission Kit, each... ..................................................................................... 45
Concrete Tests Cost ( per test)
C400 6" x 12" Cylinder: Compression Strength (ASTM C39)........................................... 25 C401 6" x 6" x 18" Flexural BeamsNot ExceedingReferenced Size (ASTMC78, C293, or CTM 523) 80 C402 Cylinders: Splitting Tensile Strength (ASTMC496)................................................. 80 C403 Core Compression including Trimming ( ASTM C39).............................................. 50 C404 Coring of Test Panels in Lab, each.......................................................................... 25 C405 Diamond Sawing of Coresor Cylinders (ASTMC642)............................................ 25 C406 Density, Absorption, andVoidsin HardenedConcrete (ASTMC642).................... 300
C407 Modulus of Elasticity Static Test ( ASTM C469)...................................................... 125 C408 Unit Weight Including Lightweight Concrete......................................................... 65 C409 DryingShrinkageUpto 28Days: Three3" x3" or 4" x 4" Bars, FiveReadingsup to 28 Dry Days (ASTMC157).................................................................................. 375
C410 Additional Reading, PerSet of Three Bars ............................................ 45 C411 StorageOverNinety (90) Days, PerSetof ThreeBars, PerMonth ........ 35 Concrete Block, ASTM C140 Cost ( per test)
C412 Compression (3 Required Per ASTM), each........................................................... 50 C413 Absorption/ Moisture Content/ Oven Dry Density (3 Required per ASTM), each... 80 C414 Linear/ Volumetric Shrinkage ( ASTM C426)............................................................ 90 C415 Web and Face Shell Measurements....................................................................... 35 C416Tension Test........................................................................................................... 150 C417Core Compression.................................................................................................. 45 C418 Shear Test of Masonry Cores: 2 Faces................................................................... 70 C419 Efflorescence Test ( 3 Required), each.................................................................... 35 Laboratory Trial Batch• Cement Concrete, Grout and Mortar Cost ( per test) L450 All trial batch for cement, concrete, grout, mortar, etc.... ....... ............. by quote Brick Masonry Tests Cost ( per test)
M500 Modulus of Rupture: Flexural (5 Required Per ASTM), each ................................. 40 M501 Compression Strength (3 Required PerASTM), each ............................................. 40 M502 Absorption: 5 Hour or 24 Hour (5 Required), each ................................................ 40 M503 Absorption ( Boil): 1, 2, or 5 Hours (5 Required), each ........................................... 70 M504 Initial Rateof Absorption ( 5 Required), each ......................................................... 30 M505 Efflorescence ( 5 Required), each........................................................................... 75 M506 Core: Compression, each....................................................................................... 50 M507 Shear Test on Brick Core: 2 Faces, each................................................................. 70
Schedule of Fees
Effective January 1, 2017
Masonry Prisms Cost ( per test)
M508 Compression Test: Composite Masonry Prisms Up To 8" x 16............................... 180 M509 Compression Test: Composite Masonry Prisms Larger Than 8" x 16.................... 240 M510 Masonry: Cutting of Cubesor Prisms..................................................................... 60 Mortar and Grout Cost ( per test)
M511 Compression: 2" x 4" Mortar Cylinders................................................................. 35 M512 Compression: 3" x 3" x 6" Grout Prisms, Includes Trimming ................................ 50 M513 Compression: 2" Cubes ( ASTM C109).................................................................... 50 M514 Compression: Cores ( ASTM C42)........................................................................... 50 M515 Mortar Expansion ( ASTM C806)............................................................................. 275 Fireproofing Tests Cost ( per test)
F550Oven Dry Density.................................................................................................. 65 F551 Adhesion/ Cohesions Testing, per hour, 4 hour minimum .................................... 100 Gunite and Shotcrete Tests Cost ( per test)
C420 Core Compression Including Trimming (ASTM C42)............................................ 50 C421 Compression 6" x 12" Cylinders........................................................................... 25 C422 Compression: Cubes............................................................................................. 30 Soils and Aggregate Tests Cost ( per test)
S600 Atterberg Limits/ Plasticity Index (ASTMD4318).................................................... 120
S601 Chloride and Sulfate Content ( CTM 417, CTM 422)............................................— 135 S602 Consolidation, Full Cycle ( ASTM 2435, CTM 219).................................................. 245 S603 Cleanness Value: 1" x # 4 ( CTM 227)...................................................................... 175 S604 Cleanness Value: 2.5" x 1.5" or 1.5" x .75" ( CTM 227)........................................... 275 S605 Corrosivity5eries: Sulfate, Cl, pH, Resistivity (CTM643, 417, and422) ................ 190 5606 Resistivity.............................................................................................................. 100 S607 Direct Shear Test ( ASTM D3080)............................................................................ 245 S608 Direct Shear Test, per point................................................................................... 95 S609 Direct Shear Test Sample Remolding ( ASTM D3080)............................................. 35 5610 Durability Index Fine Aggregate............................................................................. 150
S611 Expansion Index ( ASTM D4829, UBC 18- 2)...... ... ... ..... ........... ......
I......................... 145
S612 Durability Index: CoarseAggregate........................................................................ 150
S613 MaximumDensity: MethodsA/B/C (ASTMD1557or D698, CTM216)................. 175 S614 MaximumDensity: CheckPointabrasion (ASTMD1557)...................................... 65 S615 Maximum Density: AA5HTOC (Modified) ( AASHTOT-180)................................... 190
S616 Moisture Density Rock Correction......................................................................... 150
5617 Moisture Content ( ASTM D2216, CTM 226).......................................................... 20 S618 Density: RingSample (ASTM D2937)..................................................................... 25 S619 Density: Shelby Tube Sample (ASTM D2937)......................................................... 35
Schedule of Fees
Effective January 1, 2017
AESG®
5620 Organic Impurities ( ASTM C40).............................................................................. $ 85 5621 Failing Head Permeability (ASTM D2434).............................. ..... —........................ $ 225
5622 R- Value; Soil ( ASTM 2844)..................................................................................... $ 285 S623 R- Value: Aggregate Base ( ASTM D2844)........................................
I....................... $
260
5624 Sand Equivalent ( ASTM D2419, CTM 217)............................................................. $ 110 5625 Soil Classification.................................................................................................... $ 25 S626 Sieve # 200 Wash Only ( ASTM D1140).................................................................... $ 85 5627 Sieve with Hydrometer: Sand to Clay ( ASTM D422).............................................. $ 260 5628 Sieve Analysis including Wash ( ASTM C136)............. ......",.................................... $ 150 5629 Sieve Analysis Without Wash................................................................................. $ 90 S630 SpecificGravityandAbsorption: Coarse (ASTMC127, CTM202).......................... $ 85 S631 Specific Gravity and Absorption: Flne(ASTM C128, CTM207) $ 150
5632 Swell/ Settlement Potential: One Dimensional (ASTMD4546) .......
I ...................... $
155
5633 Unit Weight Coarse Aggregate............................................................................... $ 70 S634 Unit Weight Fine Aggregate................................................................................... $ 70 5635 Voids in Aggregate ( ASTM C29)............................................................................. $ 80 5636 Unconfined Compression ( ASTM D2166, CTM 221)...........—................................ $ 90 5637 LA Rattler................................................................................................................ $ 185 5638 pH of soil................................................................................................................ $ 25 5639 Pocket Penetration Test........................................................................................ $ 10 Asphalt Concrete Tests Cost ( per test)
A650Asphalt Core Density............................................................................................. $ 40 A651 Extraction % ACby Ignition Oven (CTM382)........................
I............................
11, $ 145
A652 Gradation on Extracted Asph (ASTMD6507 andD5444, CTM 202, and CTM 382) $ 100 A653 Moisture Content ( CTM 370)..................................................................
11. 1........... $
75 A654 Maximum Theoretical Specific Gravity (RICE) (ASTM D2041, CTM 309) ............... $ 160 A655 SpecificGravityandAbsorption: Coarse (ASTMC127, CTM206).......................... $ 90 A656 Specific Gravity and Absorption: Fine (ASTM C128, CTM 207)................ 11,........... $ 150
A657 Sieve Analysis ( ASTM D5444 and C136)................................................................. $ 85 A658 Sieve Analysis with Wash ( ASTM D5444)....................................
I.......................... $
130
A659 Sand Equivalent ( ASTM D2419)............................................................................. $ 125 A660 5 pt LTMDBulkSpecificGravity (CTM308, CTM375).................. ...
I..................... $
275
A661 Flat and Elongated Particles ( ASTM D4791)........................................................... $ 195 A662 Fine Aggregate Angularity ( AASHTOT304 A) ......................................................... $ 185
A663 Maximum Density HVEEM (ASTMD1560)............................................................. $ 200
A664 Maximum Density Marshall (ASTM D1559 and D561)........................................... $ 200
A665Mix Stability ( CTM 304)...................................................................................................$ 200
Reinforcing Steel
R700 Bend Test: till or Smaller ............................
R701 Bend Test: Larger Than # 11 ........................
Cost ( per test)
55 85
Schedule of Fees
Effective January 1, 2017
R702 Tensile Test: # 11 or Smaller................................................................................. 75 R703Tensile Test: # 14................................................................................................... 1o5 R704Tensile Test: # 18................................................................................................... 170 R705 Slippage Test In Addition to Tensile Test ( Per Caltrans 52- 1.08C) 180 R706 Tensile Test: Mechanical Splice # 11 and Smaller ................................................. 110 R707 Tensile Test: Mechanical Splice # 14..................................................................... 16o R708 Tensile Test: Mechanical Splice # 18..................................................................... 195 R709 Tensile Test: Welded # 11 and Smaller................................................................. 75 R710 Tensile Test: Welded # 14..................................................................................... 105 R711 Tensile Test: Welded # 18................................................................................... 170 R712 Sample Straightening for Bend or Tensile Test (if required) .................................. 50 R713 TestingMulti -WireSteelPrestressingStrand......................................................... 270
Metal Testing Cost ( per test)
R714 Hardness Test ( Rockwell) and Brinnel ( ASTM E18)................................................ 65 R715Hardness Test of Nuts............................................................................................ 75 R716 Hardness Test of Bolts............................................................................................ 90 R717 Hardness Test of Washers...................................................................................... 75 Concrete Coring Services Cost ( per test)
C423 Equipment Concrete ( 4 and 8 hour minimum), per hour .................................... $ 190 Individual Core Prices (all prices are for a four core minimum job):
C424 Slabon GradeCoringfor 2",3" and4" Diameter (first 6" depth) each. $ 60 C425 Slabon GradeCoringfor 6" and8" Diameter (first 6" depth) each ..... $ 65 C426 Slabon Grade Concrete Core (price per inch after 6" depth) ............... $ 5 C427 Wall Cores 2",3" and 4" (first 6" in depth) each ................................... $ 75 C428 WallConcreteCore (priceper inchafter6" in depth), per inch ........... $ 5 WallcorepriesbasedonContractorsupplyingaccessto areato becored) Miscellaneous Concrete Coring Prices:
C429 PatchingSlabonGradeCoredHoleswith2500psiConcretePatch, each....................................................................................................... $ 10 C430 Thickness Determination per ASTMC42, each ..................................... $ to C431 Compression Strength Determination.................................................. $ 55 Asphalt Concrete Coring Services Cost ( per test)
AlternateIndividualCorePrices (all pricesarefor afour coreminimumjob):
A661 Asphaltic Concrete Cores 2", 3" and 4" Diameter (First 6" in depth), each....................................................................................................... $ 60 A662 AsphalticConcreteCores6" and8" Diameter (first 6" in depth), each....................................................................................................... $ 60 A663 AsphalticConcreteCorespriceperinchafter6" in depth, each.......... $ 5 Miscellaneous Asphaltic Coring Prices:
A664 Patchingof CoreDrilledHolesUsingColdPatchMaterial, each .......... $ 25
Schedule of Fees
Effective January 1, 2017
A665 Thickness Determination per ASTM C42, each ..................................... $ 25 A666 Specific Gravity for Determination of Percent Compaction per ASTMD 2726, each.............................................................................. $ 35 A667 Specific Gravity for Determination of Percent Compaction by paraffin, each....................................................................................... $ 55
I SIiIRIT 9. 1)
DBE Contract Goal
Material Testing Consultant
City of Huntington Beach Various Improvement Projects
Item
No. Quant.. Quant.
Meas.
Unit
Item Description Unit Price Total
Likely to be
Performed by
Subcontractor
Y= Yes)?
Trucking or
Supply of
Material
Involved
Y- Yea 9
Work Category Code ( enter a
code it corresponding cell ") either
Column G or H is " V")
Number of
Available
OBEs
DBE Work Factor
input a percentage
only If the number of
available DBEs > 9)
DBE Work
Dollar Amount
Comment
1 1 LS Field Material Testing 180, 000. 00 180, 000. 00 N N 0. 00 2 1 LS Laboratory Material Testing 40 000. 00 40 000- 00 N N 0, 00 3 1 1 LS Protect Mana emenl and Data Review 26 000. 00 26 000. 00 N N 0. 00 4 1 LS Clerical 4 000. 00 4 000. 00 N I N 0, 00
TOTAL $ 250, 000. 00
Work Code Category
TOTAL DBE $
0. 00
WORK AMOUNT
DBE Goal 0%
Net 2 of2
Deremeer 30, 2014
Local Assistance Procedures Manual Exhibit 10- 01
Consultant Proposal DBE Commitment
1. Local Agency:
3. Project Description:
4. Project Location:
5. Consultant' s Name:
EXHIBIT 10- 01 CONSULTANT PROPOSAL DBE COMMITMENT
2. Contract DBE Goal:
6. Prime Certified DBE:
7. Description of Work, Service, or Materials
Supplied
8. DBE
Certification
Number
9. DBE Contact Information
o
10. DBE / o
Local Agency to Complete this Section
11. TOTAL CLAIMED DBE PARTICIPATION
17. Local Agency Contract Number:
18. Federal - Aid Project Number:
19. Proposed Contract Execution Date:
Local Agency certifies that all DBE certifications are valid and information on this form is complete and accurate.
20. Local Agency Representative' s Signature 21. Date
22. Local Agency Representative' s Name 23. Phone
24. Local Agency Representative' s Title
IMPORTANT: Identify all DBE firms being claimed for credit, regardless of tier. Written confirmation of each listed DBE is required.
12. Preparer' s Signature 13. Date
14. Preparer' s Name 15. Phone
16. Preparer' s Title
DISTRIBUTION: Original — Included with consultant' s proposal to local agency.
ADA Notice: For individuals with sensory disabilities, this document is available in altemate formats. For information call ( 916) 654- 6410 or TDD ( 916) 654- 3880 or write Records and Forms Management, 1120 N Street, MS- 89, Sacramento, CA 95814.
July 23, 2015
Local Assistance Procedures Manual Exhibit 10- 01
Consultant Proposal DBE Commitment
INSTRUCTIONS — CONSULTANT PROPOSAL DBE COMMITMENT
CONSULTANT SECTION
1. Local Agency - Enter the name of the local or regional agency that is funding the contract.
2. Contract DBE Goal - Enter the contract DBE goal percentageas it appearson the project advertisement.
3. Project Description - Enter the project description as it appearson the project advertisement (Bridge Rehab, Seismic Rehab, Overlay, Widening, etc.).
4. Project Location - Enter the project location as it appearson the project advertisement.
5. Consultant' s Name - Enter the consultant' s firm name.
6. Prime Certified DBE - Check box if prime contractor is a certified DBE.
7. Description of Work, Services, or Materials Supplied - Enter description of work, services, or materials to be provided. Indicate all work to be performed by DBEs including work performed by the prime consultant' s own forces, if the prime is a DBE. If 100% of the item is not to be performed or furnished by the DBE, describe the exact portion to be performed or furnished by the DBE. See LAPM Chapter 9 to detennine how to count the participation of DBE firms.
8. DBE Certification Number - Enter the DBE' s Certification Identification Number. All DBEs must be certified on the date bids are opened.
9. DBE Contact Information - Enter the name, address, and phone number of all DBE subcontracted consultants.
Also, enter the prime consultant' s name and phone number, if the prime is a DBE.
10. DBE % - Percentparticipation of work to be performed or service provided by a DBE. Include the prime consultant if the prime is a DBE. See LAPM Chapter 9 for how to count full/ partial participation.
11. Total Claimed DBE Participation % - Enter the total DBE participation claimed. If the total % claimed is less than item " Contract DBE Goal," an adequately documented Good Faith Effort ( GFE) is required ( see Exhibit 15- H DBE Information - Good Faith Efforts of the LAPM).
12. Preparer' s Signature - The person completing the DBE commitment form on behalf of the consultant' s firn must sign their name.
13. Date - Enter the datethe DBE commitment form is signed by the consultant' spreparer.
14. Preparer' s Name - Enter the name of the person preparing and signing the consultant' s DBE commitment form.
15. Phone - Enter the area code and phone number of the person signing the consultant' s DBE commitment form.
16. Preparer' s Title - Enter the position/ title of the person signing the consultant' s DBE commitment form.
LOCAL AGENCY SECTION
17. Local Agency Contract Number - Enter the Local Agency contract number or identifier.
18. Federal - Aid Project Number - Enter the Federal - Aid Project Number.
19. Proposed Contract Execution Date - Enter the proposed contract execution date.
20. Local Agency Representative' s Signature - The person completing this section of the forn for the Local Agency must sign their name to certify that the information in this and the Consultant Section of this form is complete and accurate.
21. Date - Enter the date the DBE commitment form is signed by the Local Agency Representative.
22. Local Agency Representative' s Name - Enter the name of the Local Agency Representativecertifying the consultant' s DBE commitment form.
23. Phone - Enter the areacode and phone number of the person signing the consultant' s DBE commitment form.
24. Local Agency Representative Title - Enter the position/ title of the Local Agency Representative certifying the consultant' s DBE commitment form.
July 23, 2015
Local Assistance Procedures Manual Exhibit 10- 02
Consultant Contract DBE Commitment
EXHIBIT 10- 02 CONSULTANT CONTRACT DBE COMMITMENT
1. Local Agency: 2. Contract DBE Goal:
3. Project Description:
4. Project Location:
5. Consultant' s Name:
8. Total Dollar Amount for ALL Subconsultants:
6. Prime Certified DBE: 7. Total Contract Award Amount:
9. Total Number of ALL Subconsultants:
10. Description of Work, Service, or Materials
Supplied
11. DBE
Certification
Number
12. DBE Contact Information
13. DBE
Dollar
Amount
Local Agency to Complete this Section',
20. Local Agency Contract
Kh
14. TOTAL CLAIMED DBE PARTICIPATION
21. Federal - Aid Project Number:
22. Contract Execution
nata
Local Agency certifies that all DBE certifications are valid and information on IMPORTANT: Identify all DBE firms being claimed for credit, this form is complete and accurate. regardless of tier. Written confirmation of each listed DBE is required.
23 Local Agency Representative' s Signature 24. Date 15. Preparer' s Signature 16. Date
25. Local Agency Representative' s Name 26. Phone 17. Preparer' s Name 18. Phone
27. Local Agency Representative' s Title 19_ Preparer' s Title DISTRIBUTION: 1. Original — Local Agency
2. Copy — Caltrans District Local Assistance Engineer ( DLAE). Failure to submit to DLAE within 30 days of contract execution may result in de - obligation of federal funds on contract.
ADA Notice: For individuals with sensory disabilities, this document is available in alternate formats. For information call ( 916) 654- 6410 or TDD ( 916) 654- 3880 or write Records and Forms Management, 1120 N Street, MS- 89, Sacramento, CA 95814.
July 23, 2015
Local Assistance Procedures Manual Exhibit 10- 02
Consultant Contract DBE Commitment
INSTRUCTIONS — CONSULTANT CONTRACT DBE COMMITMENT
CONSULTANT SECTION
1. Local Agency - Enter the nameof the local or regional agencythat is funding the contract.
2. Contract DBE Goal - Enter the contract DBE goal percentage as it appears on the project advertisement.
3. Project Description - Enter the project description as it appears on the project advertisement ( Bridge Rehab, Seismic Rehab, Overlay, Widening, etc).
4. Project Location - Enter the project location as it appears on the project advertisement.
5. Consultant' s Name - Enter the consultant' s firm name.
6. Prime Certified DBE - Check box if prime contractor is a certified DBE.
7. Total Contract Award Amount - Enter the total contract award dollar amount for the prime consultant.
8. Total Dollar Amount for ALL Subconsultants — Enter the total dollar amount for all subcontracted consultants.
SUM = ( DBEs + all Non -DBEs). Do not include the prime consultant information in this count.
9. Total number of ALL subconsultants — Enter the total number of all subcontracted consultants. SUM = ( DBEs + all Non -DBEs). Do not include the prime consultant information in this count.
10. Description of Work, Services, or Materials Supplied - Enter description of work, services, or materials to be provided. Indicate all work to be performed by DBEs including work performed by the prime consultant' s own forces, if the prime is a DBE. If l 00% of the item is not to be performed or furnished by the DBE, describe the exact portion to be performed or furnished by the DBE. See LAPM Chapter 9 to determine how to count the participation of DBE firms.
11. DBE Certification Number - Enter the DBE' s Certification Identification Number. All DBEs must be certified on the date bids are opened.
12. DBE Contact Information - Enter the name, address, and phone number of all DBE subcontracted consultants.
Also, enter the prime consultant' s name and phone number, if the prime is a DBE.
13. DBE Dollar Amount - Enter the subcontracted dollar amount of the work to be performed or service to be provided. Include the prime consultant if the prime is a DBE. See LAPM Chapter 9 for how to count full/ partial participation.
14. Total Claimed DBE Participation - $: Enter the total dollar amounts entered in the " DBE Dollar Amount" column.
Enter the total DBE participation claimed (" Total Participation Dollars Claimed" divided by item " Total Contract Award Amount'). If the total % claimed is less than item " Contract DBE Goal," an adequately documented Good Faith Effort ( GFE) is required ( see Exhibit 15- H DBE Information - Good Faith Efforts of the LAPM).
15. Preparer' s Signature - The person completing the DBE commitment form on behalf of the consultant' s firm must sign their name.
16. Date - Enter the date the DBE commitment form is signed by the consultant' s preparer.
17. Preparer' s Name - Enter the name of the person preparing and signing the consultant' s DBE commitment form.
18. Phone - Enter the area code and phone number of the person signing the consultant' s DBE commitment form.
19. Preparer' s Title - Enter the position/ title of the person signing the consultant' s DBE commitment form.
LOCAL AGENCY SECTION
20. Local Agency Contract Number - Enter the Local Agency contract number or identifier.
21. Federal - Aid Project Number - Enter the Federal - Aid Project Number.
22. Contract Execution Date - Enter the date the contract was executed.
23. Local Agency Representative' s Signature - The person completing this section of the form for the Local Agency must sign their name to certify that the information in this and the Consultant Section of this form is complete and accurate.
24. Date - Enter the date the DBE commitment form is signed by the Local Agency Representative.
25. Local Agency Representative' s Name - Enter the name of the Local Agency Representative certifying the consultant' s DBE commitment form.
26. Phone - Enter the area code and phone number of the person signing the consultant' s DBE commitment form.
27. Local Agency Representative Title - Enter the position/ title of the Local Agency Representative certifying the consultant' s DBE commitment form.
July 23, 2015
Local Assistance Procedures Manual EXHBIT 10- Q
Disclosure of Lobbying Activities
EXHIBIT TO-Q DISCLOSURE OF LOBBYING ACTIVITIES
COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT 1' O 31 U. S. C. 1352
1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type:
a. contract a. bid/ offer/ application a. initial
b. grant b. initial award b. material change
c. cooperative agreement c. post -award
d. loan
e. loan guarantee
f. loan insurance
4. Name and Address of Reporting Entity
Prime Subawardee
Tier , if known
Congressional District, if known
6. Federal Department/ Agency:
8. Federal Action Number, if known:
For Material Change Only:
year quarter
date of last report
5. If Reporting Entity in No. 4 is Subawardee,
Enter Name and Address of Prime:
Congressional District, if known
7. Federal Program Name/ Description:
CFDA Number, if applicable
9. Award Amount, ifknown:
10, Name and Address of Lobby Entity 11. Individuals Performing Services If individual, last name. first name, MI) ( including address if different from No. 10) last name, first name, MI)
12. 13.
15. attach Continuation Sheets) if necessary)
Amount of Payment ( check all that apply) 44. Type of Payment ( check all that apply) actual planned a. retainer
b. one- time fee
Form of Payment ( check all that apply): c. commission
a. cash d. contingent fee
b. in -kind; specify: nature e deferred
Value f other, specify
Brief Description of Services Performed or to be performed and Date(s) of Service, including officer( s), employee( s), or member( s) contacted, for Payment Indicated in item 12:
attach Continuation Sheet( s) if necessary)
16. Continuation Sheet( s) attached: Yes No
17. Information requested through this form is authorized by Title 31 U S C_ Section 1352 This disclosure of lobbying reliance Signature:
was placed by the tier above when his transaction was made or entered into. This disclosure is required pursuant to 31 U S C. Print Name:
1352 This information will be reported to Congress
semiannually and will be available for public inspection Any person who fads to file the required disclosure shall be subject Title:
to a civil penalty of not less than $10,000 and not more than 100, 000 for each such failure Telephone No.:
Federal Use Only:
LLL Rev
Distribution: Ong- Local Agency Project Files
Date:
Authorized for Local Reproduction
Standard Fonn - LLL
Page l
LPP 13- 01 May 8, 2013
Local Assistance Procedures Manual EXHBIT 10-Q
Disclosure of Lobbying Activities
INSTRUCTIONS FOR COMPLETING EXHIBIT 10- Q DISCLOSURE OF LOBBYYNG ACTIVITIES This disclosure form shall be completed by the reporting entity, whether subawardee or prime federal recipient at the initiation or receipt of covered federal action or a material change to previous filing pursuant to title 31 U. S.C. Section 1352.
The filing of a form is required for such payment or agreement to make payment to lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with a covered federal action. Attach a continuation sheet for additional information if the space on the form is inadequate. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information.
1. Identify the type of covered federal action for which lobbying activity is or has been secured to influence, the outcome of a covered federal action.
2. Identify the status of the covered federal action.
3. Identify the appropriate classification of this report. If this is a follow- up report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last, previously submitted report by this reporting entity for this covered federal action.
4. Enter the full name, address, city, state, and zip code of the reporting entity. Include Congressional District if known. Check the appropriate classification of the reporting entity that designatesif it is or expectsto be a prime or subawardrecipient. Identity the tier of the subawardee, e.g., the first subawardee of the prime is the first tier. Subawards include but are not limited to:
subcontracts, subgrants, and contract awards under grants.
5. If the organization filing the report in Item 4 checks " Subawadee" then enter the full name, address, city, state, and zip code of the prime federal recipient. Include Congressional District, if known.
6. Enter the name of the federal agency making the award or loan commitment. Include at least one organization level below agency name, if known. For example, Department of Transportation, United States Coast Guard.
7. Enter the federal program name or description for the covered federal action ( item I). If known, enter the full Catalog offederal Domestic Assistance ( CFDA) number for grants, cooperative agreements, loans and loan commitments.
8. Enter the most appropriate federal identifying number available for the federal action identification in item I ( e.g., Request for Proposal ( RFP) number, Invitation for Bid ( IFB) number, grant announcement number, the contract grant. or loan award number, the application/ proposal control number assigned by the federal agency). Include prefixes, e.g., " RFP- DE- 90- 001."
9. For a covered federal action where there has been an award or loan commitment by the Federal agency, enter the federal amount ofthe award/ loan commitments for the prime entity identified in item 4 or 5.
10. Enter the full name, address, city. state, and zip code of the lobbying entity engaged by the reporting entity identified in Item 4 to influence the covered federal action.
11. Enter the full names of the individual( s) performing services and include full address if different from 10 (a). Enter Last Name, First Name and Middle Initial ( MI).
12. Enterthe amountof compensationpaid or reasonablyexpectedto be paid by the reporting entity (Item 4) to the lobbying entity item 10). Indicate whether the payment has been made ( actual) or will be made ( planned). Check all boxes that apply. If this is a material change report, enter the cumulative amount of payment made or planned to be made.
13. Check all boxes that apply. If payment is made through an in -kind contribution, specify the nature and value of the in -kind payment.
14. Cheek all boxes that apply. If other, specify nature.
15. Provide a specific and detailed description of the services that the lobbyist has performed or will be expected to perform and the dale(s) of any servicesrendered. Include all preparatoryand relatedactivity notjust time spentin actual contact with federal officials. Identify the federal officer( s) or employee( s) contacted or the officer( s) employee( s) or Member( s) of Congress that were contacted.
16. Check whether or not a continuation sheet( s) is attached.
17. The certifying official shall sign and date the form, and print his/ her name title and telephone number.
Public reporting burden for this collection of infomation is estimated to average 30- minutes per response, including time for reviewing instruction, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Sendcommentsregarding the burden estimateor any other aspectof this collection of information, including suggestionsfor reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project ( 0348- 0046), Washington, D. C. 20503. SF - ELL - Instructions Rev. 06- 04
LPP 13- 01 May 8, 2013
Local Assistance Procedures Manual EXHIBIT 10- R
A& E Sample Contract Language
EXHIBIT 10- R A & E SAMPLE CONTRACT LANGUAGE
For Local Assistance Federal - aid Projects)
NOTE TO LOCAL AGENCY- BE SURE THAT YOUR LEGAL STAFF REVIEWS AND APPROVES ALL CONSULTANT CONTRACTS BEFORE EXECUTION. THIS CONTRACT LANGUAGE IS ONLY SUGGESTED LANGUAGE. MODIFY AS RECOMMENDED BY YOUR OWN LEGAL STAFF AND TO FIT YOUR PARTICULAR REQUIREMENTS AND PROJECT.
TABLE OF CONTENTS
A& E SAMPLE CONTRACT LANGUAGE
Article Subject Page
ArticleI Introduction................................................................................................................................ 2 ArticlelI Statement of Work..................................................................................................................... 2 Article III Consultant' s Reports or Meetings.............................................................................................. 4 Mandatory Fiscal and Federal provisions ( Verbatim)
ArticleIV Performance Period.................................................................................................................... 4 Article V Allowable Costs and Payments.................................................................................................. 4 ArticleVI Termination................................................................................................................................ 8 Article VI I Cost Principles and Administrative Requirements.................................................................... 8 Article VI11 Retention of Records/ Audit....................................................................................................... 9 Article IX Audit Review Procedures.......................................................................................................... 9 ArticleX Subcontracting......................................................................................................................... 10 Article XI Equipment Purchase................................................................................................................ l 1 Article XII State Prevailing Wage Rates.................................................................................................... I I Article XIII Conflict of Interest................................................................................................................... 12 Article XIV Rebates, Kickbacks or other Unlawful Consideration............................................................. 12 Article XV Prohibition of Expending Local Agency State or Federal Funds for Lobbying ...................... 12 Article XVI Statement of Compliance......................................................................................................... 13 Article XVII Debarment and Suspension Certification................................................................................. 14 Miscellaneous provisions
ArticleXVIII Funding Requirements............................................................................................................. 14 ArticleXIX Change in Terms...................................................................................................................... 14 Article XX Disadvantaged Business Enterprises ( DBE) Participation....................................................... 15 ArticleXXI Contingent Fee......................................................................................................................... 16 ArticleXXII Disputes................................................................................................................................... 16 ArticleXX111 Inspection of Work.................................................................................................................. 16 ArticleXXIV Safety....................................................................................................................................... 17 ArticleXXV Insurance.................................................................................................................................. 17 ArticleXXVI Ownership of Data................................................................................................................... 18 Article XXVII Claims Filed by LOCAL AGENCY' S Construction Contractor............................................. 18 Article XXV111 Confidentiality of Data............................................................................................................ 19 Article XXIX National Labor Relations Board Certification......................................................................... 19 Article XXX Evaluation of Consultant......................................................................................................... 19 Article XXXI Retention of Funds................................................................................................................... 19 ArticleXXXII Notification.............................................................................................................................. 21 ArticleXXX111 Contract.................................................................................................................................... 21 ArticleXXXIV Signatures................................................................................................................................. 21 Page l of 21
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Local Assistance Procedures Manual
ARTICLE I INTRODUCTION
E,XIiIBIT 10- R
A& E Sample Contract Language
A. This contract is between the following named, hereinafter referred to as, CONSULTANT and the following named, hereinafter referred to as, LOCAL AGENCY:
The name of the " CONSULTANT" is as follows:
Incorporated in the State of ( NAME OF STATE)
The Project Manager for the " CONSULTANT" will be ( NAME) The name of the " LOCAL AGENCY" is as follows:
The Contract Administrator for LOCAL AGENCY will be ( NAME) B. The work to be performed under this contract is described in Article II entitled Statement of Work and the approved CONSULTANT' S Cost Proposal dated ( DATE). The approved CONSULTANT' s Cost Proposal is attached hereto ( Attaclunent I) and incorporated by reference. If there is any conflict between the approved Cost Proposal and this contract, this contract shall take precedence.
C. CONSULTANT agrees to indemnify and hold harmless LOCAL AGENCY, its officers, agents, and employees from any and all claims, demands, costs, or liability arising from or connected with the services provided hereunder due to negligent acts, errors, or omissions of CONSULTANT. CONSULTANT will reimburse LOCAL AGENCY for any expenditure, including reasonable attorney fees, incurred by LOCAL AGENCY in defending against claims ultimately determined to be due to negligent acts, errors, or omissions of CONSULTANT.
D. CONSULTANT and the agents and employees of CONSULTANT, in the performance of this contract, shall act in an independent capacity and not as officers or employees or agents of LOCAL AGENCY.
E. Without the written consent of LOCAL AGENCY, this contract is not assignable by CONSULTANT either in whole or in part.
F. No alteration or variation of the terms of this contract shall be valid, unless made in writing and signed by the parties hereto; and no oral understanding or agreement not incorporated herein, shall be binding on any of the parties hereto.
G. The consideration to be paid to CONSULTANT as provided herein, shall be in compensation for all of CONSULTANT' s expenses incurred in the performance hereof, including travel and per diem, unless otherwise expressly so provided.
ARTICLE II STATEMENT OF WORK
INSERT APPROPRIATE STATEMENT OF WORK INCLUDING A DESCRIPTION OF THE DELIVERABLES) A. Consultant Services
Detail based on the services to be furnished should be provided by CONSULTANT. Nature and extent should be verified in the negotiations to make precise statements to eliminate subsequent uncertainties and misunderstandings. Reference to the appropriate standards for design or other standards for work performance stipulated in consultant contract should be included. Describe acceptance criteria, and if the responsible consultant/ engineer shall sign all Plans, Specifications and Estimate (PS&E) and engineeringdatafurnished underthe contractincluding registrationnumber.
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Local Assistance Procedures Manual EXHIBIT 10- R
A& E Sample Contract Language
Environmental documents are not considered complete until a Caltrans District Senior Environmental Planner signs the Categorical Exclusion, a Caltrans Deputy District Director signs the Finding of No Significant Impact, or the Caltrans District Director signs the Record of Decision [ see Chapter 6, Environmental Procedures" in the LAPM, and the Standard Environmental Reference].
B. Right of Way
State whether Right of Way requirements are to be determined and shown by CONSULTANT, whether land surveys and computations with metes and bounds descriptions are to be made, and whether Right of Way plots are to be furnished.
C. Surveys
State whether or not the CONSULTANT has the responsibility for performing preliminary or construction surveys.
D. Subsurface Investigations
State specifically whether or not CONSULTANT has responsibility for making subsurface investigations. If borings or other specialized services are to be made by others under the supervision of CONSULTANT, appropriate provisions are to be incorporated. Archaeological testing and data recovery guidance can be found in the Standard Environmental Reference.
E. Local Agency Obligations
All data applicable to the project and in possession of LOCAL AGENCY or another agency, or government that are to be made available to CONSULTANT are referred to in the contract. Any other assistance or services to be furnished to CONSULTANT are to be stated clearly.
F. Conferences, Visits to Site, Inspection of Work
The contract provides for conferences as needed, visits to the site, and inspection of the work by representatives of the state, or FHWA. Costs incurred by CONSULTANT for meetings, subsequent to the initial meeting shall be included in the fee.
G. Checking Shop Drawings
For contracts requiring the preparation of construction drawings, make provision for checking shop drawings.
Payment for checking shop drawings by CONSULTANT may be included in the contract fee, or provision may be made for separate payment.
H. Consultant Services During Construction
The extent, if any of CONSULTANT' s services during the course of construction as material testing, construction surveys. etc., are specified in the contract together with the method of payment for such services.
1. Documentation and Schedules
Contracts where appropriate, shall provide that CONSULTANT document the results of the work to the satisfaction of LOCAL AGENCY, and if applicable, the State and FHWA. This may include preparation of progress and final reports, plans, specifications and estimates, or similar evidence of attainment of the contract objectives.
J. Deliverables and Number of Copies
The number of copies of papers or documents to be furnished, such as reports, brochures, sets of plans, specifications, or Right of Way plots is specified. Provision may be made for payment for additional copies.
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Local Assistance Procedures Manual EXHIBIT 10- R
A& E Sample Contract Language
ARTICLE III CONSULTANT' S REPORTS OR MEETINGS
Choose either Option 1 or Option 2)
Option 1 - Use paragraphs A & B below for standard contracts) A. CONSULTANT shall submit progress reports at least once a month. The report should be sufficiently detailed for the Contract Administrator to determine, if CONSULTANT is performing to expectations, or is on schedule; to provide communication of interim findings, and to sufficiently address any difficulties or special problems encountered, so remedies can be developed.
B. CONSULTANT' s Project Manager shall meet with LOCAL AGENCY' s Contract Administrator, as needed, to discuss progress on the contract.
Option 2 - Use paragraphs A & B below for on -call contracts) A. CONSULTANT shall submit progress reports on each specific project in accordance with the Task Order.
These reports shall be submitted at least once a month. The report should be sufficiently detailed for LOCAL AGENCY' s Contract Administrator or Project Coordinator to determine, if CONSULTANT is performing to expectations, or is on schedule; to provide communication of interim findings, and to sufficiently address any difficulties or special problems encountered, so remedies can be developed.
B. CONSULTANT' s Project Manager shall meet with LOCAL AGENCY' s Contract Administrator or Project Coordinator, as needed, to discuss progress on the project( s).
ARTICLE IV PERFORMANCE PERIOD ( Verbatim)
A time must be selfor beginning and ending the work under the contract. The time allolved. for pei,formii7g the work is specified,- it should be reasonable. for the kind and amount of services contemplated, and it is written into the contract. If it is desirable that Critical Path Method ( CPM) networks, or other types ofschedules be prepared by CONSULTANT, they should be identified and incorporated into the contract.
Choose either Option I or Option 2)
Option I - Use paragraphs A & B below for standard and on -call contracts) A. This contract shall go into effect on (DATE), contingent upon approval by LOCAL AGENCY, and CONSULTANT shall commence work after notification to proceed by LOCAL AGENCY' S Contract Administrator. The contract shall end on ( DATE), unless extended by contract amendment.
B. CONSULTANT is advised that any recommendation for contract award is not binding on LOCAL AGENCY until the contract is fully executed and approved by LOCAL AGENCY.
Option 2 - Use paragraph C below in addition to paragraphs A & B above, for on -call contracts) C. The period of performance for each specific project shall be in accordance with the Task Order for that project. if work on a Task Order is in progress on the expiration date of this contract, the terms of the contract shall be extended by contract amendment.
ARTICLE V ALLOWABLE COSTS AND PAYMENTS ( Verbatim)
Choose either Option 1, 2, 3, or 4)
Option I - Useparagraphs A through J below for Actual Cost -Plus -Fixed Fee contracts. Use Exhibit 10-H, Example 91for Cost Proposal Formal)
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Local Assistance Procedures Manual EXHIBIT 10- R
A& E Sample Contract Language
A. The methodof paymentfor this contractwill be basedon actualcostplus a fixed fee. LOCAL AGENCY will reimburse CONSULTANT for actual costs (including labor costs, employee benefits, travel, equipment rental costs, overhead and other direct costs) incurred by CONSULTANT in performance of the work.
CONSULTANT will not be reimbursed for actual costs that exceed the estimated wage rates, employee benefits, travel, equipment rental, overhead, and other estimated costs set forth in the approved CONSULTANT' S Cost Proposal, unless additional reimbursement is provided for by contract amendment.
In no event, will CONSULTANT be reimbursed for overhead costs at a rate that exceeds LOCAL AGENCY' s approved overhead rate set forth in the Cost Proposal. In the event, that LOCAL AGENCY determines that a change to the work from that specified in the Cost Proposal and contract is required, the contract time or actual costs reimbursable by LOCAL AGENCY shall be adjusted by contract amendment to accommodate the changed work. The maximum total cost as specified in Paragraph " H" shall not be exceeded, unless authorized by contract amendment.
B. In addition to the allowable incurred costs, LOCAL AGENCY will pay CONSULTANT a fixed fee of AMOUNT). The fixed fee is nonadjustable for the term of the contract, except in the event of a significant change in the scope of work and such adjustment is made by contract amendment.
C. Reimbursement for transportation and subsistence costs shall not exceed the rates specified in the approved Cost Proposal.
D. When milestone cost estimates are included in the approved Cost Proposal, CONSULTANT shall obtain prior written approval for a revised milestone cost estimate from the Contract Administrator before exceeding such cost estimate.
E. Progress payments will be made monthly in arrears based on services provided and allowable incurred costs.
A pro rata portion of CONSULTANT' s fixed fee will be included in the monthly progress payments. If CONSULTANT fails to submit the required deliverable items according to the schedule set forth in the Statement of Work, LOCAL AGENCY shall have the right to delay payment or terminate this Contract in accordance with the provisions of Article VI Termination.
F. No payment will be made prior to approval of any work, nor for any work performed prior to approval of this contract.
G. CONSULTANT will be reimbursed, as promptly as fiscal procedures will permit upon receipt by LOCAL AGENCY' s Contract Administrator of itemized invoices in triplicate. Invoices shall be submitted no later than 45 calendar days after the performance of work for which CONSULTANT is billing. Invoices shall detail the work performed on each milestone and each project as applicable. Invoices shall follow the format stipulated for the approved Cost Proposal and shall reference this contract number and project title. Final invoice must contain the final cost and all credits due LOCAL AGENCY including any equipment purchased under the provisions of Article XI Equipment Purchase of this contract. The final invoice should be, submitted within 60 calendar days after completion of CONSULTANT' s work. Invoices shall be mailed to LOCAL AGENCY' s Contract Administrator at the following address:
LOCAL AGENCY/ NAME OF CONTRACT ADMINISTRATOR)
ADDRESS)
H. The total amount payable by LOCAL AGENCY including the fixed fee shall not exceed $( Amount).
1. Salary increases will be reimbursable if the new salary is within the salary range identified in the approved Cost Proposal and is approved by LOCAL AGENCY' s Contract Administrator.
For personnel subject to prevailing wage rates as described in the California Labor Code, all salary increases, which are the direct result of changes in the prevailing wage rates are reimbursable.
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Local Assistance Procedures Manual EXHIBIT 10- R
A& E Sample Contract Language
Option 2 - For Cost per Unit of Work contracts, replace paragraphs A & B of Option I with thefollowing paragraphs A, B, and C and re -letter the remaining paragraphs. Adjust as necessary. for work specific to your project. Use Exhibit 10-H, Example 93for Cost Proposal Format) A. The method of payment for the following items shall be at the rate specified for each item, as described in this Article. The specified rate shall include full compensation to CONSULTANT for the item as described, including but not limited to, any repairs, maintenance, or insurance, and no further compensation will be allowed therefore.
B. The specified rate to be paid for vehicle expense for CONSULTANT' s field personnel shall be $( Amount) per approved Cost Proposal. This rate shall be for a fully equipped vehicle, with radio and flashing yellow light ( if needed), as specified in Article II of this contract.
The specified rate to be paid for equipment shall be, as listed in Attachment ( Insert Attachment Number).
C. The method of payment for this contract, except those items to be paid for on a specified rate basis, will be based on cost per unit of work. LOCAL AGENCY will reimburse CONSULTANT for actual costs including labor costs, employee benefits, travel, equipment -rental costs, overhead and other direct costs) incurred by CONSULTANT in performance of the work. CONSULTANT will not be reimbursed for actual costs that exceed the estimated wage rates, employee benefits, travel, equipment rental, overhead and other estimated costs set forth in the approved Cost Proposal, unless additional reimbursement is provided for, by contract amendment. In no event, will CONSULTANT be reimbursed for overhead costs at a rate that exceeds LOCAL AGENCY approved overhead rate set forth in the approved Cost Proposal. In the event, LOCAL AGENCY determines that changed work from that specified in the approved Cost Proposal and contract is required; the actual costs reimbursable by LOCAL AGENCY may be adjusted by contract amendment to accommodate the changed work. The maximum total cost as specified in Paragraph " I," shall not be exceeded unless authorized by contract amendment.
Option 3 - Useparagraphs A through Pfor Specific Rates of Compensation contracts [ such as on -call contracts]. Use Exhibit I0- H, Example 42for Cost Proposal Format) A. CONSULTANT will be reimbursedfor hoursworked at the hourly ratesspecified in CONSULTANTS Cost Proposal ( Attachment Number). The specified hourly rates shall include direct salary costs, employee benefits, overhead, and fee. These rates are not adjustable for the performance period set forth in this Contract.
B. In addition, CONSULTANT will be reimbursed for incurred ( actual) direct costs other than salary costs that are in the cost proposal and identified in the cost proposal and in the executed Task Order.
C. Specific projects will be assigned to CONSULTANT through issuance of Task Orders.
D. After a project to be performed under this contract is identified by LOCAL AGENCY, LOCAL AGENCY will prepare a draft Task Order; less the cost estimate. A draft Task Order will identify the scope of services, expected results, project deliverables, period of performance, project schedule and will designate a LOCAL AGENCY Project Coordinator. The draft Task Order will be delivered to CONSULTANT for review.
CONSULTANT shall return the draft Task Order within ten ( 10) calendar days along with a Cost Estimate, including a written estimate of the number of hours and hourly rates per staff person, any anticipated reimbursable expenses, overhead, fee if any, and total dollar amount. After agreement has been reached on the negotiable items and total cost; the finalized Task Order shall be signed by both LOCAL AGENCY and CONSULTANT.
E. TaskOrders may be negotiatedfor a lump sum (Firm Fixed Price) or for specific ratesof compensation, both of which must be based on the labor and other rates set forth in CONSULTANT' s Cost Proposal.
F. Reimbursement for transportation and subsistence costs shall not exceed the rates as specified in the approved Cost Proposal.
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G. When milestone cost estimates are included in the approved Cost Proposal, CONSULTANT shall obtain prior written approval for a revised milestone cost estimate from the Contract Administrator before exceeding such estimate.
H. Progress payments for each Task Order will be made monthly in arrears based on services provided and actual costs incurred.
I. CONSULTANT shall not commence performance of work or services until this contract has been approved by LOCAL AGENCY, and notification to proceed has been issued by LOCAL AGENCY' S Contract Administrator. No payment will be made prior to approval or for any work performed prior to approval of this contract.
J. A Task Order is of no force or effect until returned to LOCAL AGENCY and signed by an authorized representative of LOCAL AGENCY. No expenditures are authorized on a project and work shall not commence until a Task Order for that project has been executed by LOCAL AGENCY.
K. CONSULTANT will be reimbursed, as promptly as fiscal procedures will pen -nit upon receipt by LOCAL AGENCY' S Contract Administrator of itemized invoices in triplicate. Separate invoices itemizing all costs are required for all work performed under each Task Order. Invoices shall be submitted no later than 45 calendar days after the performance of work for which CONSULTANT is billing, or upon completion of the Task Order. Invoices shall detail the work performed on each milestone, on each project as applicable.
Invoices shall follow the format stipulated for the approved Cost Proposal and shall reference this contract number, project title and Task Order number. Credits due LOCAL AGENCY that include any equipment purchased under the provisions of Article XI Equipment Purchase of this contract, must be reimbursed by CONSULTANT prior to the expiration or termination of this contract. Invoices shall be mailed to LOCAL AGENCY' s Contract Administrator at the following address:
NAME OF LOCAL AGENCY/ NAME OF CONTRACT ADMINISTRATOR)
ADDRESS)
L. The period of performance for Task Orders shall be in accordance with dates specified in the Task Order. No Task Order will be written which extends beyond the expiration date of this Contract.
M. The total amount payable by LOCAL AGENCY for an individual Task Order shall not exceed the amount agreed to in the Task Order, unless authorized by contract amendment.
N. if the Consultant fails to satisfactorily complete a deliverable according to the schedule set forth in a Task Order, no payment will be made until the deliverable has been satisfactorily completed.
O. Task Orders may not be used to amend this Agreement and may not exceed the scope of work under this Agreement.
P. The total amount payable by LOCAL AGENCY for all Task Orders resulting from this contract shall not exceed $ ( Amount). It is understood and agreed that there is no guarantee, either expressed or implied that this dollar amount will be authorized under this contract through Task Orders.
Option 4 - Use paragraphs A through E below, for lump sum contracts. Use Exhibit 10-H, Example 41for Cost Proposal Format)
A. The method of payment for this contract will be based on lump sum. The total lump sum price paid to CONSULTANT will include compensation for all work and deliverables, including travel and equipment described in Article II Statement of Work of this contract. No additional compensation will be paid to CONSULTANT, unlessthere is a changein the scopeof the work or the scopeof the project. In the instance of a changein the scopeof work or scopeof the project, adjustmentto the total lump sum compensationwill benegotiatedbetweenCONSULTANT andLOCAL AGENCY. Adjustment in the total lump sum
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compensation will not be effective until authorized by contract amendment and approved by LOCAL AGENCY.
B. Progress payments may be made monthly in arrears based on the percentage of work completed by CONSULTANT. If CONSULTANT fails to submit the required deliverable items according to the schedule set forth in the Statement of Work, LOCAL AGENCY shall have the right to delay payment or terminate this Contract in accordance with the provisions of Article VI Termination.
C. CONSULTANT shall not commence performance of work or services until this contract has been approved by LOCAL AGENCY and notification to proceed has been issued by LOCAL AGENCY' S Contract Administrator. No payment will be made prior to approval of any work, or for any work performed prior to approval of this contract.
D. CONSULTANT will be reimbursed, as promptly as fiscal procedures will pen -nit, upon receipt by LOCAL AGENCY' S Contract Administrator of itemized invoices in triplicate. Invoices shall be submitted no later than 45 calendar days after the performance of work for which CONSULTANT is billing. Invoices shall detail the work performed on each milestone, on each project as applicable. Invoices shall follow the format stipulated for the Cost Proposal and shall reference this contract number and project title. Final invoice must contain the final cost and all credits due LOCAL AGENCY that include any equipment purchased under the provisions of Article XI Equipment Purchase of this contract. The final invoice should be submitted within 60- calendar days after completion of CONSULTANT' s work. Invoices shall be mailed to LOCAL AGENCY' s Contract Administrator at the following address:
LOCAL AGENCY/ NAME OF CONTRACT ADMINISTRATOR)
ADDRESS)
E. The total amount payable by LOCAL AGENCY shall not exceed $( A mount).
ARTICLE VI TERMINATION ( Verbatim)
A. LOCAL AGENCY reserves the right to terminate this contract upon thirty ( 30) calendar days written notice to CONSULTANT with the reasons for termination stated in the notice.
B. LOCAL AGENCY may terminate this contract with CONSULTANT should CONSULTANT fail to perform the covenants herein contained at the time and in the manner herein provided. In the event of such termination, LOCAL AGENCY may proceed with the work in any manner deemed proper by LOCAL AGENCY. If LOCAL AGENCY terminates this contract with CONSULTANT, LOCAL AGENCY shall pay CONSULTANT the sum due to CONSULTANT under this contract prior to termination, unless the cost of completion to LOCAL AGENCY exceeds the funds remaining in the contract. In which case the overage shall be deductedfrom any sumdueCONSULTANT underthis contractandthe balance, if any, shall bepaid to CONSULTANT upon demand.
C. The maximum amount for which the LOCAL AGENCY shall be liable if this contract is terminated is dollars.
ARTICLE VII COST PRINCIPLES AND ADMINISTRATIVE REQUIREMENTS ( Verbatim) A. CONSULTANT agrees that the Contract Cost Principles and Procedures, 48 CFR, Federal Acquisition Regulations System, Chapter 1, Part 31.000 et seq., shall be used to determine the cost allowability of individual items.
B. CONSULTANT also agrees to comply with federal procedures in accordance with 49 CFR, Part 18, Unifonm Administrative Requirements for Grants and Cooperative Agreements to State and Local Governments.
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C. Any costs for which payment has been made to CONSULTANT that are determined by subsequent audit to be unallowable under 49 CFR, Part 18 and 48 CFR, Federal Acquisition Regulations System, Chapter 1, Part 31.000 et seq., are subject to repayment by CONSULTANT to LOCAL AGENCY.
ARTICLE VIII RETENTION OF RECORDS/ AUDIT ( Verbatim)
For the purpose of determining compliance with Public Contract Code 10115, et seq. and Title 21, California Codeof Regulations, Chapter21, Section2500 et seq., whenapplicableandother mattersconnectedwith the performance of the contract pursuant to Government Code 8546.7; CONSULTANT, subconsultants, and LOCAL AGENCY shall maintain and make available for inspection all books, documents, papers, accounting records, and other evidence pertaining to the performance of the contract, including but not limited to, the costs of administering the contract. All parties shall make such materials available at their respective offices at all reasonable times during the contract period and for three years from the date of final payment under the contract.
The state, State Auditor, LOCAL AGENCY, FHWA, or any duly authorized representative of the Federal Government shall have access to any books, records, and documents of CONSULTANT and it' s certified public accountants ( CPA) work papers that are pertinent to the contract and indirect cost rates (ICR) for audit, examinations, excerpts, and transactions, and copies thereof shall be furnished if requested.
ARTICLE IX AUDIT REVIEW PROCEDURES ( Verbatim)
A. Any dispute concerning a question of fact arising under an interim or post audit of this contract that is not disposed of by agreement, shall be reviewed by LOCAL AGENCY' S Chief Financial Officer.
B. Not later than 30 days after issuance of the final audit report, CONSULTANT may request a review by LOCAL AGENCY' S Chief Financial Officer of unresolved audit issues. The request for review will be submitted in writing.
C. Neither the pendency of a dispute nor its consideration by LOCAL AGENCY will excuse CONSULTANT from full and timely performance, in accordance with the terms of this contract.
The, following AUDIT CLAUSEmustbe insertedinto all contractsof $150, 000or greater) D. CONSULTANT and subconsultant contracts, including cost proposals and ICR, are subject to audits or reviews such as, but not limited to, a contract audit, an incurred cost audit, an ICR Audit, or a CPA ICR audit work paperreview. If selectedfor audit or review, the contract, costproposalandICR and relatedwork papers, if applicable, will be reviewed to verify compliance with 48 CFR, Part 31 and other related laws and regulations. In the instances of a CPA ICR audit work paper review it is CONSULTANT' s responsibility to ensurefederal, state, or local governmentofficials areallowed full accessto the CPA' s work papersincluding making copies as necessary. The contract, cost proposal, and ICR shall be adjusted by CONSULTANT and approved by LOCAL AGENCY contract manager to conform to the audit or review recommendations.
CONSULTANT agrees that individual terms of costs identified in the audit report shall be incorporated into the contract by this reference if directed by LOCAL AGENCY at its sole discretion. Refusal by CONSULTANT to incorporate audit or review recommendations, or to ensure that the federal, state or local governments have access to CPA work papers, will be considered a breach of contract terms and cause for termination of the contract and disallowance of prior reimbursed costs.
The, following AUDIT CLA USE must be inserted into all contracts of $3, 500, 000 or greater).
E. CONSULTANT Cost Proposal is subject to a CPA ICR Audit Work Paper Review by Caltrans' Audit and Investigation ( Caltrans). Caltrans, at its sole discretion, may review and/or audit and approve the CPA ICR documentation. The Cost Proposal shall be adjusted by the CONSULTANT and approved by the LOCAL AGENCY Contract Administrator to conform to the Work Paper Review recommendations included in the
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management letter or audit recommendations included in the audit report. Refusal by the CONSULTANT to incorporate the Work Paper Review recommendations included in the management letter or audit recommendations included in the audit report will be considered a breach of the contract terms and cause for termination of the contract and disallowance of prior reimbursed costs.
1. During a Caltrans' review of the ICR audit work papers created by the CONSULTANT' s independent CPA, Caltrans will work with the CPA and/ or CONSULTANT toward a resolution of issues that arise during the review. Each party agrees to use its best efforts to resolve any audit disputes in a timely manner. If Caltrans identifies significant issues during the review and is unable to issue a cognizant approval letter, LOCAL AGENCY will reimburse the CONSULTANT at a provisional ICR until a FAR compliant ICR { e.g. 48 CFR, part 31; GAGAS ( Generally Accepted Auditing Standards); CAS ( Cost Accounting Standards), if applicable; in accordance with procedures and guidelines of the American Association of State Highways and Transportation Officials Audit Guide; and other applicable procedures and guidelines} is received and approved by A& 1. Provisional rates will be as follows:
a. if the proposed rate is less than 150% - the provisional rate reimbursed will be 90% of the proposed rate.
b. If the proposed rate is between 150%. and 200% - the provisional rate will be 85% of the proposed rate.
c. If the proposed rate is greater than 200% - the provisional rate will be 75% of the proposed rate.
2. if Caltrans is unable to issue a cognizant letter per paragraph E. 1. above, Caltrans may require CONSULTANT to submit a revised independent CPA - audited ICR and audit report within three ( 3) monthsof the effective dateof the managementletter. Caltranswill thenhaveup to six (6) monthsto review the CONSULTANT' s and/ or the independent CPA' s revisions.
3. if the CONSULTANT fails to comply with the provisions of this Section E, or if Caltrans is still unable to issue a cognizant approval letter after the revised independent CPA - audited ICR is submitted, overhead cost reimbursement will be limited to the provisional ICR that was established upon initial rejection of the ICR and set forth in paragraph E. 1. above for all rendered services. In this event, this provisional ICR will become the actual and final ICR for reirnbursement purposes under this contract.
4. CONSULTANT may submit to LOCAL AGENCY final invoice only when all of the following items have occurred: ( 1) Caltrans approves or rejects the original or revised independent CPA - audited ICR; ( 2) all work under this contract has been completed to the satisfaction of LOCAL GAENCY; and, ( 3) Caltrans has issued its final ICR review letter. The CONSULTANT MUST SUBMIT ITS FINAL INVOICETO local agency no later than 60 days after occurrence of the last of these items.
The provisional ICR will apply to this contract and all other contracts executed between LOCAL AGENCY and the CONSULTANT, either as a prime or subconsultant, with the same fiscal period ICR.
ARTICLE X SUBCONTRACTING ( Verbatim)
A. Nothing contained in this contract or otherwise, shall create any contractual relation between LOCAL AGENCY and any subconsultant( s), and no subcontract shall relieve CONSULTANT of its responsibilities and obligations hereunder. CONSULTANT agrees to be as fully responsible to LOCAL AGENCY for the actsandomissionsof its subconsultant(s) andof personseither directly or indirectly employedby any of them as it is for the acts and omissions of persons directly employed by CONSULTANT. CONSULTANT' s obligation to pay its subconsultant( s) is an independent obligation from LOCAL AGENCY' S obligation to make payments to the CONSULTANT.
B. CONSULTANT shall perform the work contemplated with resources available within its own organization and no portion of the work pertinent to this contract shall be subcontracted without written authorization by LOCAL AGENCY' s Contract Administrator, except that, which is expressly identified in the approved Cost Proposal.
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C. CONSULTANT shall pay its subconsultants within ten ( 10) calendar days from receipt of each payment made to CONSULTANT by LOCAL AGENCY.
D. All subcontracts entered into as a result of this contract shall contain all the provisions stipulated in this contract to be applicable to subconsultants.
E. Any substitution of subconsultant( s) must be approved in writing by LOCAL AGENCY' s Contract Administrator prior to the start of work by the subconsultant( s).
ARTICLE XI EQUIPMENT PURCHASE ( Verbatim)
A. Prior authorization in writing, by LOCAL AGENCY' s Contract Administrator shall be required before CONSULTANT enters into any unbudgeted purchase order, or subcontract exceeding $ 5,000 for supplies, equipment, or CONSULTANT services. CONSULTANT shall provide an evaluation of the necessity or desirability of incurring such costs.
B. For purchase of any item, service or consulting work not covered in CONSULTANT' s Cost Proposal and exceeding $ 5,000 prior authorization by LOCAL AGENCY' s Contract Administrator; three competitive quotations must be submitted with the request, or the absence of bidding must be adequately justified.
C. Any equipment purchased as a result of this contract is subject to the following: " CONSULTANT shall maintain an inventory of all nonexpendable property. Nonexpendable property is defined as having a useful life of at least two years and an acquisition cost of $ 5,000 or more. If the purchased equipment needs replacement and is sold or traded in, LOCAL AGENCY shall receive a proper refund or credit at the conclusion of the contract, or if the contract is terminated, CONSULTANT may either keep the equipment and credit LOCAL AGENCY in an amount equal to its fair market value, or sell such equipment at the best price obtainable at a public or private sale, in accordance with established LOCAL AGENCY procedures; and credit LOCAL AGENCY in an amount equal to the sales price. if CONSULTANT elects to keep the equipment, fair market value shall be determined at CONSULTANT' s expense, on the basis of a competent independentappraisalof suchequipment. Appraisalsshall beobtainedfrom an appraisermutually agreeable to by LOCAL AGENCY and CONSULTANT, if it is determined to sell the equipment, the terms and conditions of such sale must be approved in advance by LOCAL AGENCY. 49 CFR, Part 18 requires a credit to Federal funds when participating equipment with a fair market value greater than $ 5,000 is credited to the project.
ARTICLE XII STATE PREVAILING WAGE RATES ( Verbatim)
Choose either Option 1 or Option 2)
Option 1 - For contracts where a portion of the proposed work to bepel.formed are crafts affected by state labor laws, useparagraphs A and B)
A. CONSULTANT shall comply with the State of California' s General Prevailing Wage Rate requirements in accordance with California Labor Code, Section 1770, and all Federal, State, and local laws and ordinances applicable to the work.
B. Any subcontract entered into as a result of this contract, if for more than $ 25,000 for public works constructionor morethan $15,000 for the alteration, demolition, repair, or maintenanceof public works, shall contain all of the provisions of this Article, unless the awarding agency has an approved labor compliance program by the Director of Industrial Relations.
C. When prevailing wages apply to the services described in the scope of work, transportation and subsistence costs shall be reimbursed at the minimum rates set by the Department of Industrial Relations ( DIR) as outlined in the applicable Prevailing Wage Determination. See http:// www. dir. ca.Qov.
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Option 2 - Use only paragraph A below when all of the proposed work in the contract is performed by crafts not affected by state labor laws or are not contemplated, for use) A. The State of California' s General Prevailing Wage Rates are not applicable to this contract.
Note: The Federal " Payment of Predetermined Minimum Wage" applies only to federal -aid construction contracts.
ARTICLE XIII CONFLICT OF INTEREST ( Verbatim)
A. CONSULTANT shall disclose any financial, business, or other relationship with LOCAL AGENCY that may have an impact upon the outcome of this contract, or any ensuing LOCAL AGENCY construction project.
CONSULTANT shall also list current clients who may have a financial interest in the outcome of this contract, or any ensuing LOCAL AGENCY construction project, which will follow.
B. CONSULTANT hereby certifies that it does not now have, nor shall it acquire any financial or business interest that would conflict with the performance of services under this contract.
Choose either Option I or Option 2 if appropriate)
Option I - Useparagraphs C & D below with paragraphs A & B above_for PS& E contracts only) C. CONSULTANT hereby certifies that neither CONSULTANT, nor any firm affiliated with CONSULTANT will bid on any construction contract, or on any contract to provide construction inspection for any construction project resulting from this contract. An affiliated finn is one, which is subject to the control of the same persons through joint - ownership, or otherwise.
D. Except for subconsultants whose services are limited to providing surveying or materials testing information, no subconsultant who has provided design services in connection with this contract shall be eligible to bid on any construction contract, or on any contract to provide construction inspection for any construction project resulting from this contract.
Option 2 - Useparagraphs C, D & E below with paragraphs A & B abovefor Construction Contract Administration contracts only)
C. CONSULTANT hereby certifies that neither CONSULTANT, its employees, nor any firm affiliated with CONSULTANT providing services on this project prepared the Plans, Specifications, and Estimate for any construction project included within this contract. An affiliated firm is one, which is subject to the control of the same persons through joint- ownership, or otherwise.
D. CONSULTANT further certifies that neither CONSULTANT, nor any firm affiliated with CONSULTANT, will bid on any construction subcontracts included within the construction contract. Additionally, CONSULTANT certifies that no person working under this contract is also employed by the construction contractor for any project included within this contract.
E. Except for subconsultants whose services are limited to materials testing, no subconsultant who is providing service on this contract shall have provided services on the design of any project included within this contract.
ARTICLE XIV REBATES, KICKBACKS OR OTHER UNLAWFUL CONSIDERATION ( Verbatim) CONSULTANT warrants that this contract was not obtained or secured through rebates kickbacks or other unlawful consideration, either promised or paid to any LOCAL AGENCY employee. For breach or violation of this warranty, LOCAL AGENCY shall have the right in its discretion; to terminate the contract without liability; to pay only for the value of the work actually performed; or to deduct from the contract price; or otherwise recover the full amount of such rebate, kickback or other unlawful consideration.
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ARTICLE XV PROHIBITION OF EXPENDING LOCAL AGENCY STATE OR FEDERAL FUNDS FOR LOBBYING ( Verbatim)
Include this article in all contracts where federal. funding will exceed $150,000. If less than $ 150,000 in federal funds will be expended on the contract,, delete this article and re -number the notification article which follows.) A. CONSULTANT certifies to the best of his or her knowledge and belief that:
No state, federalor local agencyappropriatedfunds havebeenpaid, or will bepaid by -or -on behalf of CONSULTANT to any person for influencing or attempting to influence an officer or employee of any state or federal agency; a Member of the State Legislature or United States Congress; an officer or employee of the Legislature or Congress; or any employee of a Member of the Legislature or Congress, in connectionwith the awarding of any stateor federal contract; the making of any stateor federal grant; the making of any state or federal loan; the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any state or federal contract, grant, loan, or cooperative agreement.
2. If anyfunds other than federal appropriatedfunds havebeenpaid, or will be paid to any personfor influencing or attempting to influence an officer or employee of any federal agency; a Member of Congress; an officer or employee of Congress, or an employee of a Member of Congress; in connection with this federal contract, grant, loan, or cooperative agreement; CONSULTANT shall complete and submit Standard Form- LLL, " Disclosure Form to Report Lobbying", in accordance with its instructions.
B. This certification is a material representationof fact uponwhich reliancewas placedwhen this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transactionimposedby Section1352, Title 31, U.S. Code. Any personwho fails to file the required certification shall be subjectto a civil penaltyof not lessthan $10,000 andnot more than $100,000 for each such failure.
C. CONSULTANT also agrees by signing this document that he or she shall require that the language of this certification be included in all lower - tier subcontracts, which exceed $ 100, 000 and that all such sub recipients shall certify and disclose accordingly.
ARTICLE XVI STATEMENT OF COMPLIANCE
A. CONSULTANT' s signatureaffixed herein, anddated, shall constitutea certification underpenaltyof perjury under the laws of the State of California that CONSULTANT has, unless exempt, complied with, the nondiscrimination prograrn requirernents of Government Code Section 12990 and Title 2, California Administrative Code, Section 8103.
B. During the performance of this Contract, Consultant and its subconsultants shall not unlawfully discriminate, harass, or allow harassmentagainstany employeeor applicantfor employmentbecauseof sex, race, color, ancestry, religious creed, national origin, physical disability ( including HIV and AIDS), mental disability, medical condition ( e.g., cancer), age (over 40), marital status, and denial of family care leave. Consultant and subconsultants shall insure that the evaluation and treatment of their employees and applicants for employment arefree from suchdiscrimination andharassment. Consultantandsubconsultantsshall comply with the provisions of the Fair Employment and Housing Act ( Gov. Code § 12990 (a-t) et seq.) and the Sapplicable regulations promulgated there under ( California Code of Regulations, Title 2, Section 7285 et seq.). The applicableregulationsof the Fair Employment andHousingCommission implementing Government Code Section 12990 ( a-t), set forth in Chapter S of Division 4 of Title 2 of the California Code of Regulations, areincorporatedinto this Contractby referenceandmadea part hereof asif setforth in full.
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Consultant and its subconsultants shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other Agreement.
For contracts with Federal funding, add paragraphs C & D) C. The Consultant shall comply with regulations relative to Title VI ( nondiscrimination in federally - assisted programs of the Department of Transportation — Title 49 Code of Federal Regulations, Part 21 - Effectuation of Title VI of the 1964 Civil Rights Act). Title VI provides that the recipients of federal assistance will implement and maintain a policy of nondiscrimination in which no person in the state of California shall, on the basis of race, color, national origin, religion, sex, age, disability, be excluded from participation in, denied the benefits of or subject to discrimination under any program or activity by the recipients of federal assistance or their assignees and successors in interest.
D. The Consultant, with regard to the work performed by it during the Agreement shall act in accordance with Title V1. Specifically, the Consultant shall not discriminate on the basis of race, color, national origin, religion, sex, age, or disability in the selection and retention of Subconsultants, including procurement of materials and leases of equipment. The Consultant shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the U. S. DOT' s Regulations, including employment practices when the Agreement covers a program whose goal is employment.
ARTICLE XVII DEBARMENT AND SUSPENSION CERTIFICATION
A. CONSULTANT' s signature affixed herein, shall constitute a certification under penalty of perjury under the laws of the State of California, that CONSULTANT has complied with Title 2 CFR, Part 180, " OMB Guidelines to Agencies on Government wide Debarment and Suspension ( nonprocurement)", which certifies that he/she or any person associated therewith in the capacity of owner, partner, director, officer, or manager, is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded, or determined ineligible by any federal agencywithin the pastthree (3) years; doesnot havea proposeddebarmentpending; andhasnot been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past three ( 3) years. Any exceptions to this certification must be disclosed to LOCAL AGENCY.
B. Exceptions will not necessarily result in denial of recommendation for award, but will be considered in determining CONSULTANT responsibility. Disclosures must indicate to whom exceptions apply, initiating agency, and dates of action.
C. Exceptions to the Federal Government Excluded Parties List System maintained by the General Services Administration are to be determined by the Federal highway Administration.
ARTICLE XVIII FUNDING REQUIREMENTS
A. It is mutually understood between the parties that this contract may have been written before ascertaining the availability of funds or appropriation of funds, for the mutual benefit of both parties, in order to avoid program and fiscal delays that would occur if the contract were executed after that determination was made.
B. This contract is valid and enforceable only, if sufficient funds are made available to LOCAL AGENCY for the purpose of this contract. In addition, this contract is subject to any additional restrictions, limitations, conditions, or any statute enacted by the Congress, State Legislature, or LOCAL AGENCY governing board that may affect the provisions, terns, or funding of this contract in any manner.
C. It is mutually agreed that if sufficient funds are not appropriated, this contract may be amended to reflect any reduction in funds.
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D. LOCAL AGENCY hasthe option to void the contractunderthe 30-day termination clausepursuantto Article VI, or by mutual agreement to amend the contract to reflect any reduction of funds.
ARTICLE XIX CHANGE IN TERMS
A. This contract may be amended or modified only by mutual written agreement of the parties.
B. CONSULTANT shall only commence work covered by an amendment after the amendment is executed and notification to proceed has been provided by LOCAL AGENCY' s Contract Administrator.
C. There shall be no change in CONSULTANT' s Project Manager or members of the project team, as listed in the approved Cost Proposal, which is a part of this contract without prior written approval by LOCAL AGENCY' s Contract Administrator.
ARTICLE XX DISADVANTAGED BUSINESS ENTERPRISES ( DBE) PARTICIPATION A. This contract is subject to 49 CFR, Part 26 entitled " Participation by Disadvantaged Business Enterprises in Department of Transportation Financial Assistance Programs". Consultants who obtain DBE participation on this contractwill assistCaltransin meetingits federally mandatedstatewideoverall DBE goal.
B. The goal for DBE participation for this contract is %. Participation by DBE consultant or subconsultants shall be in accordance with information contained in the Consultant Proposal DBE Commitment ( Exhibit 10- 01), or in the Consultant Contract DBE hnformation ( Exhibit 10- 02) attached hereto and incorporated as part of the Contract. If a DBE subconsultant is unable to perform, CONSULTANT must makea good faith effort to replacehim/her with anotherDBE subconsultant, if the goal is not otherwise met.
C. DBEs and other small businesses, as defined in 49 CFR, Part 26 are encouraged to participate in the performance of contracts financed in whole or in part with federal funds. CONSULTANT or subconsultant shall not discriminateon the basisof race, color, nationalorigin, or sexin the performanceof this contract.
CONSULTANT shall carry out applicable requirements of 49 CFR, Part 26 in the award and administration of US DOT -assistedagreements. Failure by CONSULTANT to carry out theserequirementsis a material breach of this contract, which may result in the termination of this contract or such other remedy as LOCAL AGENCY deems appropriate.
D. Any subcontract entered into as a result of this contract shall contain all of the provisions of this section.
E. A DBE firm may be terminated only with prior written approval from LOCAL AGENCY and only for the reasons specified in 49 CFR 26. 53( f). Prior to requesting LOCAL AGENCY consent for the termination, CONSULTANT must meet the procedural requirements specified in 49 CFR 26.53(f).
F. A DBE performs a Commercially Useful Function ( CUF) when it is responsible for execution of the work of the contract and is carrying out its responsibilitiesby actually performing, managing, andsupervisingthe work involved. To perform a CUF, the DBE must also be responsible with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material, and installing (whereapplicable) andpaying for the material itself. To determinewhethera DBE is performing a CUF, evaluatethe amountof work subcontracted, industry practices, whetherthe amountthe firm is to be paid underthe, contractis commensuratewith the work it is actually performing, andotherrelevant factors.
G. A DBE does not perform a CUF if its role is limited to that of an extra participant in a transaction, contract, or project through which funds arepassedin order to obtain the appearanceof DBE participation. In determining whethera DBE is suchanextraparticipant, examinesimilar transactions, particularly thosein which DBEs do not participate.
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H. If a DBE does not perform or exercise responsibility for at least thirty percent ( 30%) of the total cost of its contract with its own work force, or the DBE subcontracts a greater portion of the work of the contract than would be expectedon thebasisof normal industry practicefor thetype of work involved, it will be presumed that it is not performing a CUF.
1. CONSULTANT shall maintain records of materials purchased or supplied from all subcontracts entered into with certified DBEs. The records shall show the name and business address of each DBE or vendor and the total dollar amount actually paid each DBE or vendor, regardless of tier. The records shall show the date of payment and the total dollar figure paid to all firms. DBE prime consultants shall also show the date of work performed by their own forces along with the corresponding dollar value of the work.
Upon completion of the Contract, a summary of these records shall be prepared and submitted on the form entitled, `' Final Report - Utilization of Disadvantaged Business Enterprise ( DBE), First - Tier Subconsultants" CEM- 2402F [ Exhibit 17-F, of the LAPM], certified correct by CONSULTANT or CONSULTANT' s authorized representative and shall be furnished to the Contract Administrator with the final invoice. Failure to provide the summaryof DBE paymentswith the final invoice will resultin twenty-five percent (25%) of the dollar value of the invoice being withheld from payment until the form is submitted. The amount will be returned to CONSULTANT when a satisfactory " Final Report -Utilization of Disadvantaged Business Enterprises ( DBE), First - Tier Subconsultants" is submitted to the Contract Administrator.
K. if a DBE subconsultantis decertified during the life of the contract, the decertified subconsultantshall notify CONSULTANT in writing with the date of decertification. If a subconsultant becomes a certified DBE during the life of the Contract, the subconsultant shall notify CONSULTANT in writing with the date of certification. Any changes should be reported to LOCAL AGENCY' S Contract Administrator within 30 days.
ARTICLE XXI CONTINGENT FEE
CONSULTANT warrants, by execution of this contract that no person or selling agency has been employed, or retained, to solicit or secure this contract upon an agreement or understanding, for a commission, percentage, brokerage, or contingent fee, excepting bona fide employees, or bona fide established commercial or selling agencies maintained by CONSULTANT for the purpose of securing business. For breach or violation of this warranty, LOCAL AGENCY has the right to annul this contract without liability; pay only for the value of the work actually performed, or in its discretionto deductfrom the contractprice or consideration, or otherwise recover the full amount of such commission, percentage, brokerage, or contingent fee.
ARTICLE XXII DISPUTES
Choose either Option I or Option 2)
Option 1 - Useparagraphs A through C below for all contracts without PS&E submittal) A. Any dispute, other than audit, concerning a question of fact arising under this contract that is not disposed of by agreement shall be decided by a committee consisting of LOCAL AGENCY' s Contract Administrator and Insert Department Head or Official), who may consider written or verbal information submitted by CONSULTANT.
B. Not later than 30 days after completion of all work under the contract, CONSULTANT may request review by LOCAL AGENCY Governing Board of unresolved claims or disputes, other than audit. The request for review will be submitted in writing.
C. Neither the pendency of a dispute, nor its consideration by the committee will excuse CONSULTANT from full and timely performance in accordance with the terns of this contract.
Option 2 - Replace Paragraph B, above, with the following for contracts requiring the submission of PS& E)
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B. Not later than 30 days after completion of all deliverables necessary to complete the plans, specifications and estimate, CONSULTANT may request review by LOCAL AGENCY Governing Board of unresolved claims or disputes, other than audit. The request for review will be submitted in writing.
ARTICLE XXIII INSPECTION OF WORK
CONSULTANT and any subconsultant shall pen -nit LOCAL AGENCY, the state, and the FHWA if federal participating funds areusedin this contract; to review andinspectthe project activities andfiles at all reasonable times during the performanceperiod of this contract including review and inspectionon a daily basis.
ARTICLE XXIV SAFETY
Use on all contracts regardless of funding source)
A. CONSULTANT shall comply with OSHA regulations applicable to CONSULTANT regarding necessary safety equipment or procedures. CONSULTANT shall comply with safety instructions issued by LOCAL AGENCY Safety Officer and other LOCAL AGENCY representatives. CONSULTANT personnel shall wear hard hats and safety vests at all times while working on the construction project site.
B. Pursuant to the authority contained in Section 591 of the Vehicle Code, LOCAL AGENCY has determined that suchareasarewithin the limits of the project andareopento public traffic. CONSULTANT shall comply with all of the requirements set forth in Divisions 11, 12, 13, 14, and 15 of the Vehicle Code.
CONSULTANT shall take all reasonably necessary precautions for safe operation of its vehicles and the protection of the traveling public from injury and damage from such vehicles.
C. Any subcontract entered into as a result of this contract, shall contain all of the provisions of this Article.
Add to all contracts, which may require trenching offive feet or deeper) D. CONSULTANT must have a Division of Occupational Safety and Health ( CAL -OSHA) permit( s), as outlined in California Labor CodeSections6500 and6705, prior to the initiation of any practices, work, method, operation, or process related to the construction or excavation of trenches which are five feet or deeper.
ARTICLE XXV INSURANCE
Choose either Option I or Option 2)
Option I - for Contracts with a scope ofservices that may require the consultant or subconsullant to work within the operating state or Local Agency Highway Right of Way; where there would be exposure to public traj c or construction operations)
A. Prior to commencement of the work described herein, CONSULTANT shall furnish LOCAL AGENCY a Certificate of Insurance stating that there is general comprehensive liability insurance presently in effect for CONSULTANT with a combined single limit ( CSL) of not less than one million dollars ($ 1.000, 000) per occurrence.
B. The Certificate of Insurance will provide:
1. That the insurer will not cancel the insured' s coverage without 30 days prior written notice to LOCAL AGENCY.
2. That LOCAL AGENCY, its officers, agents, employees, and servants are included as additional insureds, but only insofar as the operations under this contract are concerned.
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3. That LOCAL AGENCY will not be responsible for any premiums or assessmentson the policy.
C. CONSULTANT agrees that the bodily injury liability insurance herein provided for, shall be in effect at all times during the term of this contract. In the event said insurance coverage expires at any time or times during the term of this contract, CONSULTANT agrees to provide at least thirty ( 30) days prior notice to said expiration date; anda new Certificate of Insuranceevidencinginsurancecoverageasprovided for herein, for not less than either the remainder of the term of the contract, or for a period of not less than one ( 1) year.
New Certificates of Insurance are subject to the approval of LOCAL AGENCY. In the event CONSULTANT fails to keep in effect at all times insurance coverage as herein provided, LOCAL AGENCY may, in addition to any other remedies it may have, terminate this contract upon occurrence of such event.
Option 2 - For Contracts with a scope of services that will not require the Consultant or subconsultant to work within the operating State or LOCAL AGENCY Highway Right of Way where there would be exposure to public traff c or construction Consultant operations)
CONSULTANT is not required to show evidence of general comprehensive liability insurance.
ARTICLE XXVI OWNERSHIP OF DATA
A. Upon completion of all work under this contract, ownership and title to all reports, documents, plans, specifications, and estimates produce as part of this contract will automatically be vested in LOCAL AGENCY; and no further agreement will be necessary to transfer ownership to LOCAL AGENCY.
CONSULTANT shall furnish LOCAL AGENCY all necessary copies of data needed to complete the review and approval process.
B. It is understood and agreed that all calculations, drawings and specifications, whether in hard copy or machine- readable form, are intended for one-time use in the construction of the project for which this contract has been entered into.
C. CONSULTANT is not liable for claims, liabilities, or losses arising out of, or connected with the modification, or misuseby LOCAL AGENCY of the machine-readableinformation anddataprovided by CONSULTANT under this contract; further, CONSULTANT is not liable for claims, liabilities, or losses arising out of, or connected with any use by LOCAL AGENCY of the project documentation on other projectsforadditionstothisproject, orforthecompletionofthisprojectbyothers, exceptonlysuchuseas many be authorized in writing by CONSULTANT.
D. Applicable patent rights provisions regarding rights to inventions shall be included in the contracts as appropriate ( 48 CFR 27, Subpart 27. 3 - Patent Rights under Government Contracts for federal - aid contracts).
E. LOCAL AGENCY may permit copyrighting reports or other agreement products. If copyrights are permitted; the agreementshall provide that the FHWA shall havethe royalty -free nonexclusiveand irrevocable right to reproduce, publish, or otherwise use; and to authorize others to use, the work for government purposes.
ARTICLE XXVII CLAIMS FILED BY LOCAL AGENCY' s CONSTRUCTION CONTRACTOR A. If claims are filed by LOCAL AGENCY' s construction contractor relating to work performed by CONSULTANT' s personnel, and additional information or assistance from CONSULTANT' s personnel is required in orderto evaluateor defendagainstsuchclaims; CONSULTANT agreesto makeits personnel available for consultation with LOCAL AGENCY' S construction contract administration and legal staff and for testimony, if necessary, at depositions and at trial or arbitration proceedings.
B. CONSULTANT' s personnel that LOCAL AGENCY considers essential to assist in defending against construction contractor claims will be made available on reasonable notice from LOCAL AGENCY.
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Consultationor testimonywill bereimbursedat the samerates, including travel coststhat arebeing paid for CONSULTANT' s personnel services under this contract.
C. Services of CONSULTANT' s personnel in connection with LOCAL AGENCY' s construction contractor claims will be performed pursuant to a written contract amendment, if necessary, extending the termination date of this contract in order to resolve the construction claims.
ARTICLE XXVIII CONFIDENTIALITY OF DATA
A. All financial, statistical, personal, technical, or other data and information relative to LOCAL AGENCY' s operations, which are designated confidential by LOCAL AGENCY and made available to CONSULTANT in order to carry out this contract, shall be protected by CONSULTANT from unauthorized use and disclosure.
B. Permission to disclose information on one occasion, or public hearing held by LOCAL AGENCY relating to the contract, shall not authorize CONSULTANT to further disclose such information, or disseminate the same on any other occasion.
C. CONSULTANT shall not comment publicly to the pressor any other media regarding the contract or LOCAL AGENCY' s actions on the same, except to LOCAL AGENCY' s staff, CONSULTANT' s own personnel involved in the performance of this contract, at public hearings or in response to questions from a Legislative committee.
D. CONSULTANT shall not issueanynewsreleaseor public relations item of any nature, whatsoever, regarding work performed or to be performed under this contract without prior review of the contents thereof by LOCAL AGENCY, and receipt of LOCAL AGENCY' S written permission.
E. Any subcontract entered into as a result of this contract shall contain all of the provisions of this Article.
For PS& E contracts add paragraph F, below, to paragraphs A through E, above) F. All information related to the construction estimate is confidential, and shall not be disclosed by CONSULTANT to any entity other than LOCAL AGENCY.
ARTICLE XXIX NATIONAL LABOR RELATIONS BOARD CERTIFICATION In accordance with Public Contract Code Section 10296, CONSULTANT hereby states under penalty of perjury that no more than one final unappealable finding of contempt of court by a federal court has been issued against CONSULTANT within the immediately preceding two- year period, because of CONSULTANT' s failure to comply with an order of a federal court that orders CONSULTANT to comply with an order of the National Labor Relations Board.
ARTICLE XXX EVALUATION OF CONSULTANT
CONSULTANT' s performance will be evaluated by LOCAL AGENCY. A copy of the evaluation will be sent to CONSULTANT for comments. The evaluationtogetherwith the commentsshall beretained aspart of the contract record.
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ARTICLE XXXI RETENTION OF FUNDS
A. Any subcontract entered into as a result of this Contract shall contain all of the provisions of this section.
Local agency to include either B, C, or D below; delete the other two) B. No retainage will be withheld by the Agency from progress payments due the prime consultant. Retainage by the prime consultant or subconsultants is prohibited, and no retainage will be held by the prime consultant from progress due subconsultants. Any violation of this provision shall subject the violating prime consultant or subconsultants to the penalties, sanctions, and other remedies specified in Section 7108. 5 of the California Business and Professions Code. This requirement shall not be construed to limit or impair any contractual, administrative, or judicial remedies, otherwise available to the prime consultant or subconsultant in the event of a dispute involving late payment or nonpayment by the prime consultant or deficient subconsultant performance, or noncompliance by a subconsultant. This provision applies to both DBE and non -DBE prime consultants and subconsultants.
C. No retainage will be held by the Agency from progress payments due the prime consultant. Any retainage held by the prime consultant or subconsultants from progress payments due subconsultants shall be promptly paid in full to subconsultants within 30 days after the subconsultant' s work is satisfactorily completed.
Federal law ( 49 CFR 26.29) requires that any delay or postponement of payment over the 30 days may take place only for good cause and with the Agency' s prior written approval. Any violation of this provision shall subject the violating prime consultant or subconsultant to the penalties, sanctions and other remedies specified in Section 7108. 5 of the Business and Professions Code. These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies, otherwise available to the prime consultant or subconsultant in the event of a dispute involving late payment or nonpayment by the prime consultant, deficient subconsultant performance, or noncompliance by a subconsultant. This provision applies to both DBE and non -DBE prime consultant and subconsultants.
D. The Agency shall hold retainage from the prime consultant and shall make prompt and regular incremental acceptances of portions, as detenuined by the Agency, of the contract work, and pay retainage to the prime consultant based on these acceptances. The prime consultant, or subconsultant, shall return all monies withheld in retention from a subconsultant within thirty ( 30) days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the contract work by the agency. Federal law ( 49 CFR 26.29) requires that any delay or postponement of payment over thirty ( 30) days may take place only for good cause and with the agency' s prior written approval. Any violation of this provision shall subject the violating prime consultant or subconsultant to the penalties, sanctions and other remedies specified in Section 7108. 5 of the Business and Professions Code. These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies, otherwise available to the prime consultant or subconsultant in the event of a dispute involving late payment or nonpayment by the prime Consultant, deficient subconsultant performance, or noncompliance by a subconsultant. This provision applies to both DBE and non -DBE prime consultant and subconsultants.
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ARTICLE XXXII NOTIFICATION
All notices hereunder and communications regarding interpretation of the terms of this contract and changes thereto, shall be effected by the mailing thereof by registered or certified mail, return receipt requested, postage prepaid, and addressed as follows:
CONSULTANT:
LOCAL AGENCY:
ARTICLE XXXIII CONTRACT
CONSULTANT)
NAME)
ADDRESS)
LOCAL AGENCY)
NAME)
ADDRESS)
Project Manager
Contract Administrator
The two parties to this contract, who are the before named CONSULTANT and the before named LOCAL AGENCY, hereby agree that this contract constitutes the entire agreement which is made and concluded in duplicate between the two parties. Both of these parties for and in consideration of the payments to be made, conditions mentioned, and work to be performed; each agree to diligently perform in accordance with the terms and conditions of this contract as evidenced by the signatures below.
ARTICLE XXXIV SIGNATURES
Name of CONSULTANT)
Signature)
Name of Signer)
Date:
Name of LOCAL AGENCY)
Signature)
Name of Signer)