Loading...
HomeMy WebLinkAboutAESCO, Inc. - 2015-06-15PREPARED BY: Dept. ID PW 18-021 Page 1 of 1 Meeting Date::5/2112018 0 AppoelOVED (P bA J, - HUNTINGTON COUNCIL ACTION Honorable Mayor and City Council Members Approve and authorize execution of Amendment No. 1 to an agreement with AESCO, Inc., for On Call Civil Engineering Services in the amount of $300,000 for a total contract amount not to exceed $1,050,000 and extending the contract term throuqh June 15, 2020 An amendment to the current Agreement with AESCO, Inc., is necessary to extend the term and increase the contract limit in order to complete the construction of five capital improvement projects. Financial Impact: The contract limit is being increased by $300,000. The additional funds are included in the FY 2017-18 Water Master Plan budget in account 50791030.82100. Recommended Action: Approve and authorize the Mayor and City Clerk to execute "Amendment No. 1 to an Agreement Between the City of Huntington Beach and AESCO, Inc. for On Call Civil Engineering Services." Alternative Action(s): Do not approve and direct staff on how to proceed. Analysis: On June 15, 2015, the City entered into an agreement with AESCO, Inc. to provide On -Call Civil Engineering Services for a three-year period, ending June 15, 2018. AESCO is providing services on five projects: Water Well No. 9 Treatment, Peck Dual Drive, OC-35 Transmission Main Relocation, Edgewater Lift Station, and Water Well No. 1A. All these projects are under or will be in construction and expected to be completed in approximately 16 months. Amendment No. 1 will extend the term of the agreement for an additional two -years, and will increase the contract limit by $300,000. The new not to exceed amount shall now be $1,050,000. Not applicable. Environmental Status: Not applicable. Strategic Plan Goal: Attachment(s): 1. "Amendment No. 1 to Agreement between the City of Huntington for On Call Civil Engineering Services" AMENDMENT NO. 1 TO AGREEMENT BETWEEN THE CITY OF HUNTINGTON BEACH AND AESCO, INC. FOR ON CALL CIVIL ENGINEERING SERVICES THIS AMENDMENT is made and entered into by and between the CITY OF HUNTINGTON BEACH, a California municipal corporation, hereinafter referred to as "City," and AESCO, INC., a,California corporation, hereinafter referred to as "Consultant." WHEREAS, City and Consultant are parties to that certain agreement, dated June 15, 2015, entitled "Professional Services Contract.Between the City of Huntington Beach and AESCO, Inc., for On Call Civil Engineering Services," which agreement shall hereinafter be referred to as the "Original Agreement;" and City and Consultant wish to extend the Term of the Original Agreement for two (2) additional years in order to complete remaining tasks by Consultant for five projects: Water Well No. 9 Treatment, Peck Dual Drive, OC-35 Transmission Main Relocation, Edgewater Lift Station, and Water Well No. 1A. NOW, THEREFORE, it is agreed by City and Consultant as follows: 1. EXTENSION OF TERM The term of the Original Agreement is hereby extended for two (2) additional years. The Original Agreement shall now expire on June 15, 2020. 2. COMPENSATION INCREASE The not to exceed amount of compensation of the Original Agreement is increased by Three Hundred Thousand Dollars ($300,000.00). The new not to exceed amount shall now be One Million and Fifty Thousand Dollars ($1,050,000.00). 18-6442/ 179151 /mv 3. REAFFIRMATION Except as specifically.modified herein, all other terms and conditions of the Original Agreement shall remain.in full force and effect. AESCO, INC., a California corporation By: K abed- Pr ident pr" name ITS: circle ie) Chairman/President/Vice President AND Ad Chamaa- Tereasurer / print name r Oficer'lAsst. S: (circle one) Secretary/ChiefneSecretary/Chief Financial Secretary - Treasurer REVI ED AND APPROVED: City Manager 18-6442/179151 /mv CITY OF HUNTINGTON BEACH, a municipal corporation of the State of California INITIAT,D AND APP OVED: Director of Public Works APPROVED A Attorney W .r` 'tc H CERTIFICATE OF LIABILITY INSURANCE 4/25; 01a°`�'~' 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 ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorseme s PRODUCER LAURIE BRENNAN HAUCK 9114 Adams Ave #182 Huntington Beach, CA 92646 OC98533 C A CT PHONE E41(702 629-6700 FAX 702) 629-6701 rc ND :( renco ao .com INSURE S AFFORDING COVERAGE NAICN NsugEgA- Burlin ton Insurance Company INSURED Aesco, Inc. 17782 Georgetown Lane Huntington Beach, Ca 92647 (714)375-3830 INSURERB: The Hartford sugEgc,Houston Casualty Company INSURERD: The Hartford F- I I NSURERF COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BYPAID CLAIMS. ILTR TYPE OF INSURANCE p POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE s2 000 000 . CLAIM84AADE D OCCUR i 100 000 • MED EXP one ram 5000 A 154BW40150 6/24/2017 /24/2018 PERSONAL& AOV INJURY s2,000,000 % GEN'L AGGREGATE LIMIT AMUES PER: GENERAL AGGREGATE s2,000,000. PRODUCTS -COMP/OPAGG s2,000,000. POLICY1:1 JECTT LOC $ OTHER: AUTOMOBILE LIABILITY Ea dde D! _ MI�� $/ / BODILY INJURY(Per person) X ANYAUTO ED 72UECTQ7770 4 7 7 2017 7 I IZO1B $ AUTOS SCHEDULED X BODILY INJURY (Per acdderd) $ ROPE TY DAMAGE $ X HIREDAUTOS P A AWNED s X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE EXCESS LIAB CLAIMS DE DED WORKERS COMPENSATION SPTFARTUH- AND EMPLOYERV UABIUTY ANY PROPRIEToWARTNER/EXECU7IVE PA 72WECKU6790 4/11/2018 /11/2019 E.L. EACH ACCIDENT 1,000,000 D OFFICERMEMBER EXCLUDED? NIA E.L. DISEASE- EA EMPLOYEE $ r UUU (Mandatory In NM 1,000,000 it s. RIF Vndar D E C Professional Liab . HCC 17 22635 07/09/2017 1-09/203-0 $2, 000 , 000 . Claim/Aggre DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD iOl. Aftila aiRemeft Schell Wmay beegarltedit mom space is ragWred) Certificate holder is named as an additional insured. APPROVED AS TO FORM 0 60-tt;J) (�� BY; 6, MICHAEL E. GATES CITY ATTORNEY CITY OF HUNTINGTON 9FACH City of Huntington Beach Department of Public Works 2000 Main Street Huntington Beach, Ca 92648 MOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 01988-2013 ACORD CORPORATION. All rights reserved. ACORD 26 (2013/04) The ACORD name and logo are registered marks of ACORD CITY OF HUNTINGTON BEACH Professional Service Approval Form Amendment # 1 1. Date Requested: 4/19/2018 2. Contract Number to be Amended: 3. Department: Public Works 4. Requested By: Duncan Lee, Public Works Department 5. Name of Consultant: AESCO, Inc. 6. Amount of Original/Prior Contract: $750,000 7. Additional Compensation Requested: $300,000 8. Original Commencement Date: 6/15/2015 9. Original Termination Date: 6/15/2018 10. Extended Date Requested: 6/15/2020 RECEIVED MAY 0 1 �O I(� Finance Deem 11. Reason for Contract Amendment: To complete existing projects: Water Well No. 9 Treatment, Peck Dual Drive, OC-35 Transmission Main Relocation, Edgewater Lift Station, and Water Well No. 1A. All funds already encumbered to date, with exception of the amount shown below. Purchasing A, pproval Signature Date 12. Are sufficient funds available to fund this contract? Yes ® No ❑ 13 RiicinPCG l )nit and nhiPct (nde where funds are hudneted- Account number Contractual Dollar Amount Business unit. object # Fiscal Year 17/18 Fiscal Year Fiscal Year Fiscal Year 50791030.82100 $30(W00 $ $ $ 1' Budget Approval Signature Date epartm nt Head Signature Date S-II-/`/ City�Anager Approval Signature Date professional service approval form - amend ment_1_aesco.doc REV: 2016 PROFESSIONAL SERVICES FISCAL YEAR 2017/18 PUBLIC WORKS Department Descrl tilon ! Amount Engineering/Design, Inspection,/Construction Management, Development Review, Water Quality Testing, Water Conservation Support Services, Engineering Studies, Traffic Public Works Studies, Special Training Services, Litigation Services, Water Rate Study, Billing System Implementation Assistance, NPDES/FOG Inspection Services, Arborist Services and other consulting and professional services. $ 2,203,700,00 Bate Vendor Amount', Contract Value Notes FY 18/19 Carry over from prior FY 2/16/2016 SCADA programming & engineering $ 300,000 $ 900,000 3 year contract @ $300K annually ($175K FYI 5116 $125K FY 18/19) $ 125,000 10/10/2016 Davis Farr - Audit Services $ 5,100 $ 144,900 WOCWB audit services - awarded via Finance RFP 10/11/2016 PACE $ 150,000 $ 325,000 On call Env Engineering 10/11/2016 Huitt-Zollars $ 150,000 $ 325,000 On call Env Engineering $ 5,200 10/11/2016 Tetra Tech $ 150,000 $ 325,000 On call Env Engineering $ 160,000 10/11/2016 Geosyntec $ 105,000 $ 225,000 On call Env Engineering $ 160,000 10/11/2016 EEC Env. $ 105,000 $ 225,000 On call Env Engineering $ 160,000 11/16/2016 Woodruff, Spradlin & Smart $ 45,000 $ 90,000 Atlanta Widening - eminent domain legal services $ 105,000 12116/2016 Go Live Technology $ 35,000 $ 200,000 split with non -departmental and ELM project 5/21/2017 Paragon Partners LTD $ 11,725 Atlanta Widening - relocation services New items 7/19/2017 Albert Grover 10/9/2017 Xyon 11/6/2017 Architectural Engineering Services 11/6/2017 Ocean Engineering Services 11/6/2017 Civil & Sewer Engineering Services 11/6/2017 Plan Check & Entitlement Services 11/6/2017 Water Engineering Services 12/4/2017 Amendment #1 DUDEK 1/30/2018 Ryan Ecological Consulting 4/24/2018 Lee & Ro 4/24/2018 Tetra Tech 4/24/2018 AESCO Inc $ 100,000 $ 350,000 Amend $250K contract + extend 1 year $ 8,800 $ 30,000 JDE technical tasks $ 15,000 $ 750,000 RFQ $ 15,000 $ 1,050,000 RFQ $ 45,000 $ 900,000 RFQ process - $900K PS and $2.1 M CIP for $3M total $ 90,000 $ 1,200,000 RFQ $ 200,000 $ 2,700,000 RFQ process - $2.7M PS and $1.3M CIP for $4M total $ 95,000 $ 1,500,000 Amend $500K but only $195 from non cip funding $ 22,853 $ 22,853 Ecological survey for bridge projects $ - $ 1,000,000 Amendment for time only exp 6/20 $ - $ 1,000,000 Amendment for time only exp 6/20 $ 300,000 $ 1,050,000 Amendment #1 -requires RCA approval Total Value' $ 1,936,753 Balance $ 266,947 FY 19/20 FY 20/21 $ 250,000 $ 250,000 $ 235,000 $ 350,000 $ 350,000 $ 335,000 $ 300,000 $ 300,000 $ 255,000 $ 400,000 $ 400,000 $ 310,000 $1,000,000 $1,000,000 $ 500,000 $ 100,000 CITY OF HUNTINGTON BEACH REQUEST FOR LEGAL SERVICES Michael E. Gates, City Attorney MATTER ID NO. Date: 4/19/2018 Request made by: Duncan Lee Telephone: x5118 Department: Public Works INSTRUCTIONS: File Request For Legal Services in the City Attorney's Office. Outline reasons for the request in the space marked "COMMENTS" and include facts necessary for City Attorney to respond. Please attach all pertinent documents, information, exhibits, any relevant deadlines and contact information. TYPE OF LEGAL SERVICES REQUESTED: ❑■ Prepare Contract / Document ❑ Approve Document ❑ General Legal Assistance / Project / Legal Research RCA DEADLINE: 5/21 /2018 IF NOT FOR CITY COUNCIL ACTION, REQUESTED DEADLINE: Insufficient time to meet deadline, please note revised due date of This re est was review n approved. Date: Signature of Dep rtment Head COMMENTS Please explain in a brief narrative what you are asking the City Attorney to do, along with a brief factual background to your request. (E g., I am requesting that the City Attorney draft an ordinance, or advise whether certain records must be disclosed under the PRA.) Please identify all attachments to this RLS and pertinent department contact information. Shaded areas for City Attorney's Office use only. This RLS is being returned for the following reason(s): ❑ Need Department Head signature ❑ Opinion previously rendered on (date) attached ❑ Insufficient data, please submit ❑ Attachment(s) missing ❑ Other Assigned Attorney: Ext.: Assignment Date: Secretary: Ext.: Due Date: Matter Description' Need 1st Amendment to extend existing on call professional service contract with AESCO for increase time and increase of $300,000 in contract amount, to complete existing multi -year capital improvement projects. Attached is a sample amendment with revision language and name of projects. ❑ Advice Memo ❑ Agreement Negotiations ❑ Citizen Inquiry ❑ Civil Hearing ❑ Criminal Prosecution ❑ Document Approval 0 Document Preparation ❑ Grievances ❑ Meeting Request ❑ Opinion ❑ Ordinance ❑ Pachess ❑ Project ❑ Public Records Act N RCA ❑ Report ❑ Resolution ❑ Workers' Comp Notes: Level Date Completed: 10 20 RLS Form CITY OF HUNTINGTON BEACH REQUEST FOR LEGAL SERVICES Michael E. Gates, City Attorney COMMENTS (Continued): AESCO, Inc. ($300,000 increase in contract amount) 2 year extension for the completion of the following projects: 1. Water Well No. 9 Treatment 2. Peck Dual Drive 3. OC-35 Transmission Main Relocation Per 1-405 Widening 4. Edgewater Lift Station 5. Water Well No. 1A RLS Form -2- AMENDMENT NO.1 TO AGREEMENT BETWEEN THE CITY OF HUNTINGTON BEACH AND A'SCO, INC. _,. THIS AMENDMENT is made and entered into by and between the CITY OF HUNTINGTON BEACH, a California municipal corporation, hereinafter referred to as "City," and a Cali" _ corporation, hereinafter referred AESCO, Inc. alifarrria to as "Consultant." WHEREAS, City and Consultant are parties to that certain agreement, dated Ap ' June 15, 2015 j; 2ft1, entitled "Professional Services Contract Between The City of Huntington Beach For On Call Civil And' *E Consuttants-Groupi Me , Fn s-needed-Gene arDeveloprn ngH1eerh.9 Engineering Services -gervices," which agreement shall hereinafter be referred to as the "Original Agreement," and complete remaining City and Consultant wish to extend the Term of the 0 al Agreement for two (2) additional y e e�€ additi®n tasks by far five projects. It is the Water Well No, 0 Treatment, Peck Dual Drive, OC- 5 Consultants /- Trarismission Main Relocation, Edgewater Lift Station, and Water Well No, 1A. NOW, THEREFORE, it is agreed by City and Consultant as follows: 1. EXTENSION OF TERM The term of the Original Agreement is hereby extended for two (2) additional years. The Original Agreement shall now expire on Aril-5, 2ftl sr une 15, 2020� 2. COMPENSATION REDHCTIO1 INCREASE - The not to exceed amount of compensation of the Original Agreement is increased by Three Hundred Thousand hereby reduced-b3z-G�adrPd- d-Rifty-Thd isand Dollars 50,1 a new not `�---30,00.00 to exceed amount shall now be S Plmadred-Thousand-Dnllam-($Kftti,000-.I9-� Or e i iliion and l-µfifty Thousar"id Dollars ($1, 50,000.00). -12-3414.308 3. REAFFIRMATION Except as specifically modified herein, all other terms and conditions of the Original Agreement shall remain in full force and effect. A.pc E C©1`v uT�}ri T AivT.�'i GIZOUP, INC., a California corporation B print name ITS: (circle one) Chair -in Presiden ice President IA rsrezZChief ITS: (circle one Financial Officer/Asst. Secretary - Treasurer APPROVED: Manager CITY OF HUNTINGTON BEACH, a municipal corporation of the State of California AA4& 4yo.r., Clerk INITIATED AND APPROVED: Director of Pu is Vorks APP D ASTOFO^RM- IY 1 Ci Attorney 101 1011- City of Huntington Beach 2000 Main Street o Huntington Beach, CA 92648 (714) 536-5227 • www.huntingtonbeachca.gov Office of the City Clerk Robin Estanislau, City Clerk May 25, 2018 AESCO, Inc. Attn: Adam Chamaa 17782 Georgetown Lane Huntington Beach, CA 92647 Dear Mr. Chamaa: Enclosed is a copy of the fully executed "Amendment No. 1 to Agreement between the City of Huntington Beach and AESCO, Inc., for On Call Civil Engineering Services." Sincerely, Robin Estanislau, CIVIC City Clerk RE:ds Enclosure Sister Cities: Anjo, Japan ♦ Waitakere, New Zealand i , V1 Dept' ID PW 15-029 Page 1 of 2 Meeting Date 611512015 CITY OF HUNTINGTON BEACH REQUEST FOR CITY COUNCIL ACTION MEETING DATE: 6/15/2015 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 Geotechnical Engineering Services with Twining, Inc, AESCO, Inc, and Geosvntec Consultants, Inc, each in the amount of $750,000 Statement of Issue The Public Works Department requires professional civil engineering services on an on -call or as needed basis to support staff for the design and construction of the capital improvement projects requiring geotechnical services Financial Impact The City's FY 2014/15 Capital Improvement Program (CIP) Budget was adopted on September 2, 2014 and totals $42 8 million (All Funds) 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 civil engineering contracts, totaling $2 25 million, will be funded within each project's individual CIP budget, as needed As such, no additional funding is required by this action Recommended Action A) Approve and authorize the Mayor and City Clerk to execute $750,000 "Professional Services Contract Between The City of Huntington Beach and Twining, Inc For On -Call Civil Engineering Services," and, B) Approve and authorize the Mayor and City Clerk to execute $750,000 "Professional Services Contract Between The City of Huntington Beach and AESCO, Inc For On -Call Civil Engineering Services," and, C) Approve and authorize the Mayor and City Clerk to execute $750,000 "Professional Services Contract Between The City of Huntington Beach and Geosyntec Consultants, Inc For On -Call Civil Engineering Services " Alternative Action(s) Do not authorize the contracts and direct staff with an alternate action Budgeted Capital Projects could be delayed until new contracts are approved Analysis On January 26, 2015, the City advertised a Request for Qualifications ("RFQ") for On -Call Engineering & Professional Consulting Services Proposals were requested and submitted in compliance with Chapter 3 03 of the Huntington Beach Municipal Code Seventy eight (78) Item 15. - I Hs -436- Dept ID PW 15-029 Page 2 of 2 Meeting Date 6/15/2015 C< proposals were received for the following eight categories of Civil Engineering services Water Engineering, Development Plan Checking and Entitlement Review Services, Civil/Sewer Engineering, Geotechnical and Materials Testing, Traffic Engineering, Survey, Ocean Engineering, and Architectural 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 Each firm stated their engineering category of expertise with their proposal, and proposals were then evaluated and ranked by eight (8) review boards established by the Public Works Department At a minimum, the top three (3) firms were selected for each category to increase opportunity for competitive proposals for future projects from qualified on -call consultants The three (3) contracts recommended in this request for council action (RCA) are geotechnical engineering services for the design and construction of the capital improvement projects related to all types of CIP 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 contract services are necessary Other categories and groupings of on -call consulting services will be brought to the City Council separately for approval The City's Capital Improvement Program ("CIP") is approximately $42 8 million in Fiscal Year 2014/15, and exceeds $52 million with continuing of funds for projects approved from previous years Typical design and construction support cost 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 around $5 million to the City for total CIP projects or approximately $15 million over the next three (3) years The total amount of professional services contracts awarded in the previous 3 years were approximately $1 4 million In addition it is projected that this need will increase annually because of the recent steady increase in funding to the CIP over the past 3 years Geotechnical services are typically required for all types of CIP projects, such as for facilities, streets, water, or sewer Therefore, three (3) consultants were selected to meet projected workload over the next three years Sum of these contracts is $2,250,000 over the term of the contract or an annual average of $750,000 Public Works Commission Action Not required Environmental Status Not applicable Strategic Plan Goal Enhance and maintain infrastructure Attachment(s) 1 Professional Services Contract between the City of Huntington Beach and Twining, Inc for On -Call Civil Engineering Design Services 3 Professiona ervices Contract between the City of Huntington Beach and AESCO, Inc for On -Call Civil Engineering Design Services Pro essional Services Contract between the City of Huntington Beach and Geosyntec Consultants, Inc for On -Call Civil Engineering Design Services HB -437- Item 15. - 2 PROFESSIONAL SERVICES CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND AESCO, INC FOR ON CALL CIVIL 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, Inc, a California corporation, hereinafter referred to as "CONSULTANT " WHEREAS, CITY desires to engage the services of a consultant to provide on call civil 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 agreed by 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 hereby designates Adam Chamaa who shall represent it and be its sole contact and agent in 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 agree/ surtneh/professional svcs mayor 1 of 11 10/12 3 TERM, TIME OF PERFORMANCE Time is of the essence of this Agreement The services of CONSULTANT are to commence on �,. C,G�J� �S , 20��(the "Commencement Date") This Agreement shall automatically terminate three (3) years from the Commencement Date, unless extended or 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 amended to benefit the PROJECT if mutually agreed to in writing by CITY and CONSULTANT In the event the Commencement Date precedes the Effective Date, CONSULTANT shall be bound by all terms and conditions as provided herein 4 COMPENSATION In consideration of the performance of the services described herein, CITY agrees to pay CONSULTANT on a time and materials basis at the rates specified in Exhibit "B," which is attached hereto and incorporated by reference into this Agreement, a fee, including all costs and expenses, not to exceed Seven Hundred and Fifty Thousand Dollars ($ 750,000 ) 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 after receiving written authorization from CITY Additional compensation for such extra work shall be allowed only if the prior written approval of CITY is obtained 6 METHOD OF PAYMENT CONSULTANT shall be paid pursuant to the terms of Exhibit "B." agree/ surfnet/professional svcs mayor 2 of 11 10/12 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 used by CITY as it sees fit 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 and all claims, damages, losses, expenses, judgments, demands and defense costs (including, without limitation, costs and fees of litigation of every nature or liability of any kind or nature) arising out of or in connection with CONSULTANT's (or CONSULTANT's subcontractors, if any) negligent (or alleged negligent) performance of this Agreement or its failure to comply with any of its obligations contained to this Agreement by CONSULTANT, its officers, agents or employees except such loss or damage which was caused by the sole negligence or willful misconduct of 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/ surtnet/professional Svcs mayor 3 of 11 10/12 ($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 acceptable if the policy further provides that A The policy retroactive date coincides with or precedes the 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 agrees to purchase an extended reporting provision of at least two (2) years to report claims arising from work performed in connection with this Agreement If CONSULTANT fails or refuses to produce or maintain the insurance required by this section or fads or refuses to furnish the CITY with required proof that insurance has been procured and is in force and paid for, the CITY shall have the right, 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 expended prior to notification of termination CONSULTANT waives the right to receive compensation and agrees to indemnify the CITY for any work performed prior to approval of insurance by the CITY 10 CERTIFICATE OF INSURANCE Prior to commencing performance of the work hereunder, CONSULTANT shall furnish to CITY a certificate of insurance subject to approval of the City Attorney evidencing the foregoing insurance coverage as required by this Agreement, the certificate shall agree/ surfnet/professional svcs mayor 4 of 11 10/12 A provide the name and policy number of each carrier and policy, B state that the policy is currently in force, and C shall promise that such policy shall not be suspended, voided or canceled by 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 accepted by 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 CI I`Y 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 insurance hereinabove 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 insurance compensation, unemployment compensation and other payroll deductions for CONSULTANT and its officers, agents and employees and all business licenses, if any, in connection with the PROJECT and/or the services to be performed hereunder 12 TERMINATION OF AGREEMENT All work required hereunder shall be performed in a good and workmanlike manner CITY may terminate CONSULTANT's services hereunder at any time with or without cause, and whether or not the PROJECT is fully complete Any termination of this Agreement by CITY shall agree/ surfnedprofessional svcs mayor 5 of 11 10/12 be made in writing, notice of which shall be delivered to CONSULTANT as provided herein 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 be promptly delivered to it by CONSULTANT 13 ASSIGNMENT AND DELEGATION This Agreement is a personal service contract and the work hereunder shall not be assigned, delegated or subcontracted by CONSULTANT to any other person or entity without the prior express written 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 any patent or copyright on any work, item or material produced as a result of this Agreement 15 CITY EMPLOYEES AND OFFICIALS CONSULTANT shall employ no CITY official nor any regular CITY employee in 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 other communications hereunder shall be given either by personal delivery to CONSULTANT's agent (as designated in Section 1 heremabove) or to CITY as the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and depositing the same in the United States Postal Service, to the addresses specified below CITY and CONSULTANT may designate different addresses to which subsequent notices, certificates or agree/ surfnet/profess,onal svcs mayor 6 of H 10/12 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 TO CONSULTANT City of Huntington Beach ATTN Joseph Dale 2000 Main Street Huntington Beach, CA 92648 17 CONSENT AESCO, Inc Attn Adam Chamaa 17782 Georgetown Lane Huntington Beach, CA 92647 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 waiver or modification of any language in this Agreement shall be valid unless in writing and duly executed by both parties 19 SECTION HEADINGS The titles, captions, section, paragraph and subject headings, and descriptive phrases at the beginning of the various sections in this Agreement are merely descriptive and are included solely for convenience of reference only and are not representative of matters included or excluded from such provisions, and do not interpret, define, limit or describe, or construe the intent of the parties or affect the construction or interpretation of any provision of this Agreement 20 INTERPRETATION OF THIS AGREEMENT The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any of the parties If any provision of this Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal or invalid, such holding shall not invalidate or affect the remaining agree/ surtnet/professional svcs mayor 7 of 11 10/12 covenants and provisions of this Agreement No covenant or provision shall be deemed dependent 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 contained herein and any present or future statute, law, ordinance or regulation contrary to 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 necessary to 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 counterparts as duplicate originals, each of which so executed shall, irrespective of the date of its execution and delivery, be deemed an original 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 naturalization laws of the United States and shall, in particular, comply with the provisions of 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 Huntington Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for agree/ surtnet/professional svcs mayor 8 of 11 10/12 CITY, and CITY shall not be Fable for payment of any legal services expenses incurred by CONSULTANT 24 ATTORNEY'S FEES In the event suit is brought by either party to construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the performance hereof, each party shall bear its own attorney's fees, such that the prevailing party shall not be entitled to recover its attorney's fees from the nonprevalling 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 Agreement shall be governed and construed in accordance with the laws of the State of California 27 SIGNATORIES Each undersigned represents and warrants that its signature herembelow has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify CITY fully for any injuries or damages to CITY in the event that such authority or power is not, in fact, held by the signatory or is withdrawn 28 ENTIRETY The parties acknowledge and agree that they are entering into this Agreement freely and voluntarily following extensive arm's length negotiation, and that each has had the opportunity to consult with legal counsel prior to executing this Agreement The parties also acknowledge and agree that no representations, inducements, promises, agreements or warranties, oral or otherwise, have been made by that party or anyone acting on that party's behalf, which are not embodied in this agree/ surfnet/professional Svcs mayor 9 of 11 10/12 Agreement, and that that party has not executed this Agreement in reliance on any representation, inducement, promise, agreement, warranty, fact or circumstance not expressly set forth in this Agreement This Agreement, and the attached exhibits, contain the entire agreement between the parties respecting the subject matter of this Agreement, and supersede all prior understandings and agreements whether oral or in writing between the 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 WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and through their authorized officers agree/ surfnet/professional svcs mayor 10 of 11 10/12 Adam CONSULTANT, AESCO, Inc GQ4 °.+ ME altfornta Corporation By Kay ed, President 5-7-15 print name ITS (circ one) Chairman/PresidentfVice President 10.1 --AND CITY OF HUNTINGTON BEACH, a municipal corporation of the State of INITIATED AND APPROVED Secretary urer trector of Public orks print name (circle one) Secretary/Chief Financial Officer/Asst ry - Treasurer REVIE APPROVED agree/ surfnedprofessional svcs mayor I I of 11 10/I2 Cif} Ylanager EXHIBIT "A" A STATEMENT OF WORK (Narrative of work to be performed) CONSULTANT shall provide consulting services on an 'as -needed' basis for projects to be determined during the term of the agreement During the term of the agreement, CITY may elect to solicit proposals from CONSULTANT CITY shall issue task order for each project based upon the scope of services, work schedule, and fee proposal submitted to CITY for its review and approval B CONSULTANT'S DUTIES AND RESPONSIBILITIES CONSULTANT'S duties and responsibilities shall be per CONSULTANT'S Statement of Qualification (Exhibit A 1), consistent with the City of Huntington Beach Request for Qualifications for On -Call Engmeering & Professional Consulting Services Upon award, and the contract period, if CONSULTANT chooses to assign different personnel to the project, CONSULTANT must submit the names and qualifications of these staff to CITY for approval before commencing work C CITY'S DUTIES AND RESPONSIBILITIES 1 Furnish scope of work request for each project 2 Furnish construction plans and specifications to the CONSULTANT D WORK PROGRAM/PROJECT SCHEDULE A project schedule will be developed for each project assigned by CITY EXHIBIT A EXHIBIT "B" Payment Schedule (Hourly Payment) A Hourly Rate CONSULTANT'S fees for such services shall be based upon the following hourly rate and cost schedule B Travel Charges for time during travel are not reimbursable C Billing All billing shall be done monthly in fifteen (15) minute increments and matched to 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 A copy of memoranda, letters, reports, calculations and other documentation prepared by CONSULTANT may be required to be submitted to CITY to demonstrate progress toward completion of tasks In the event CITY rejects or has comments on any such product, CITY shall identify specific requirements for satisfactory completion 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) Include a certification by a principal member of CONSULTANT's firm that the work has been performed in accordance with the provisions of this Agreement, and E) For all payments include an estimate of the percentage of work completed Upon submission of any such invoice, if CITY is satisfied that CONSULTANT is making satisfactory progress toward completion of tasks in accordance with 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 reasons for non -approval and the schedule of performance set forth in Exhibit "A" may at the option of CITY be suspended until the parties agree that past performance by CONSULTANT is in, or has been brought into compliance, or until this Agreement has expired or is terminated as provided herein 1 Exhibit B Any billings for extra work or additional services authorized in advance and in writing by CITY shall be invoiced separately to 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 performed is in accordance with the extra work or additional services requested, and if 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 concerning payment of such an invoice shall be treated as separate and apart from the ongoing performance of the remainder of this Agreement 2 Exhibit B PROFESSIONAL SERVICES CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND AESCO, INC FOR ON CALL CIVIL ENGINEERING SERVICES Table of Contents 1 Scope of Services 1 2 City Staff Assistance 2 3 Term, Time of Performance 2 4 Compensation 2 5 Extra Work 2 6 Method of Payment 3 7 Disposition of Plans, Estimates and Other Documents 3 8 Hold Harmless 3 9 Professional Liability Insurance 4 10 Certificate of Insurance 5 11 Independent Contractor 6 12 Termination of Agreement 6 13 Assignment and Delegation 6 14 Copyrights/Patents 7 15 City Employees and Officials 7 16 Notices 7 17 Consent 8 18 Modification 8 19 Section Headings 8 20 Interpretation of this Agreement 8 21 Duplicate Original 9 22 Immigration 9 23 Legal Services Subcontracting Prohibited 9 24 Attorney's Fees 10 25 Survival ....10 26 Governing Law 10 27 Signatories 10 28 Entirety 10 29 Effective Date .. ...... 1 1 �-� CERTIFICATE OF LIABILITY INSURANCE DATE {t,1�.W WYYYY) 5/6/2015 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 ADDITIONAL INSURED; the policy(fes) must,be endorsed if'SUBROGAMON iS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement Astatement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s) PRODUCER LAURZE BRENNAN HAUCK 9119 Adams Ave #182 CUNIAUI NAME PHONE F No w (702) 629-6700 (A1C No) (702) 629-6701 ADDREss bronco@ ao com Huntington Beach, CA 92646 OC98533 INSURERS) AFFORDING COVERAGE NAILA INSURER a ,Burlington Insurance Co INSURED Aesco, Inc. INSURER B The Hartford 17782 Georgetown Lane INSURER Houston Casualty Ins. Co INSURER D Huntington Beach, Ca 92647 (714) 375-3830 INSURER E National Union Insurance Co INSURER F COVERAGES CERTIFICATE NUMBER, REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NARiED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR'OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCPJ13ED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH,POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS Ilan LTR TYPEOFINSURM'CE ND sueR POUCYNUMBER (MWDDIYYI'Y) (MM/DO'YYYY) LIMITS X C014MERCIAL GENERAL LIABILITY EACH OCCURRENCE s 2,000,000 CLAIMS -MADE I OCCUR PREMISES (Ea occurrence) $ 100,000 MED EXP (Any one person) ,S 5,000 A X 154BW28440 6/24/2016 6/24/2016 PERSONAL &ADV INJURY s 2,000,000 AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE s 2,000,000 FGENL POLICY JPEET CI LOC PRODUCTS COMP/OP AGG s 2,000,000 $ OTHER I AUTOMOBILE LIABILITY Ea accident) $ 1,660,000 BODILY INJURY (Per Person) s X ANYAUTO B ALLaANED SCHEDULED AUTOS AUTOS NON OWNED X HIRED AUTOS X °AUTOS }( 72UECTQ7770 7/09/2014 7/09/2015 BODILYINJURY (Per acedent) $ R 0 (Peraccldem) S S x X UMBRELLA LIAR OCCUR EACH OCCURRENCE $ 1,000,000 E EXCESS LIAB HCLAIMS-MADE_ EBU149942 12/os/zbid 6/24/2015 AGGREGATE S 1,000,000 DEO I I RETENTIOtt $ $ B WORKERS COMPENSATION AND EMPLOYERS LIABILITY YIN AW ofFlcPRO�ETORMBER EXCLUDED? (Mandatory In NH) NIA 72WECKU6780 4/11/2015 4/11/2016 STATUTE ER EL EACH ACCIDENT $ 1,000,000 EL DISEASE' EAEMPLOYEE S 1,000,00 Ryes descrbeumder DESCRIPTION OF OPERATIONS belay EL DISEASE -POLICY LIMIT $ 1,060,000 C Professional Liab, HCC 1421080 7/09/2018 7A9/2015 $2, OQO, 000. Claim/Aggro DESCRIPTION OF OPERATIONS ILOCATIONS/VEHICL.ES (ACORD 101,Addoonat Remarks Sd*Wu'e maybeatiachadd mcrespace lsrequred) Certificate holder is named as an additional insured. APPROVED AS TO FORM f� By, _�_�: _..�.�.� t nr ' Michael Gates, city AWong l�l�+G111i1��IliLL�A�J3 �1 City of Huntington Beach Department of Public Works 2000 Main Street Huntington Beach, Ca 92648 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS CORPORATION All nghts reserved ACORD25 (2013/04) The ACORD name and logo are registered marks of ACORD II II II 1 Orange Count} 17782 Gmtgetown Une Huntington Beach, Cafifomii 925,17 Tele: (714) 375-3830 Fax: (714) 375-3831 Prepared For: City of Huntington Beach Finance Department 2000 Main Street Huntington Beach, CA 92648-2702 San Bernardino Count} 14163 Annw Boulexard Fontana, Califomia 92335 Tele: (909) 284-9200 Fax: (909) 284-9201 ,. Orange Count} 17782 Geotgeiown Lane Huntuoon Beach, Califontia 92647 Tele: (714) 3753830 Fax: (714) 375-3831 :EU3CC3 P4562 Statement of Qualifications Table of Contents Section A Cover Letter............................................................................1 Section B Vendor Application Form...........................................................4 Section C Pre -Qualification Form.............................................................6 Section D Firm Qualifications...................................................................7 Project References.................................................................8 Staffing...............................................................................9 Understanding & Methodology Section........................................10 AppendixA Resumes............................................................................13 www.AescoTech.com I' 17782 Georgetown Cane 17782 Gco reach, Lane 92647 P4562 Tele: (714) 3753830 AESCO Fan: (714) 375-3831 Section A: Cover Letter February 18, 2015 City of Huntington Beach Mr. Jim Slobojan Fiscal Services Division 2000 Main Street Huntington Beach, CA 92648 Subject: Request for Qualifications On -Call Engineering and Professional Consultant Services For Geotechnical Engineering and Materials Testing and Inspection (Item G) Huntington Beach, CA AESCO Proposal No. P4562 Dear Mr. Slobojan: AESCO is pleased to provide you with the following Request for Proposal response for the On - Call Engineering and Professional Consultant Services to provide Professional Geotechnical Engineering and Materials Testing and Inspection Services to the City of Huntington Beach. This response addresses our capabilities and expertise in geotechnical engineering services including inspection and testing services for municipal projects. Having served the City of Huntington Beach on other significant / successful projects in the past, we are proud to present you with the following requested information supplied in this package. When planning on how AESCO would carry out our commission of a project of this magnitude we focus on our strengths. AESCO offers a wide range of geotechnical, material testing and inspection, and environmental services such as soil investigations, geologic and seismic studies, earthwork observation and testing, environmental site assessments, laboratory testing, and engineering evaluations, recommendations and consultation. AESCO is owned and managed on a day to day basis by Registered Civil / Geotechnical Engineers. While working on the City of Huntington Beach Projects, each team member is responsible to an Engineer who is available to assist inspection personnel on interpretation of test requirements, plans and specifications interpretation and Building Code matters of compliance. AESCO generates thousands of material testing reports for soils, concrete, steel and other building materials from Huntington Beach laboratory. The Huntington Beach facility comprises of over 6000 square feet laboratory equipment with state of the art testing equipment. AESCO's testing equipment is fully computerized and connected to our main server. AESCO's reports are digitalized and maintained on AESCO's main frame server and on the web for immediate access for our engineers and clients. AESCO is a woman -owned corporation (incorporated in California) and has been in operation since 1993. AESCO is headquartered in Huntington Beach, California and we currently have ww w. AescoTech.com vrangeUounty ra 17782 Georgetown Lane P4562 Huntington Beach, Califomia 92647 Tele: (714) 375-3830 Fax: (714) 375-3831 ' over eleven employees. AESCO is certified as a small business enterprise (SBE) by the Metropolitan Transportation Authority (MTA), the Network (which includes the Metropolitan Water District, the Ports of Long Beach and Los Angeles, the City of San Diego and Los ' Angeles Unified School District), and by the Office of Small Businesses and Disabled Veterans Business Enterprise Certification (OSDC) and is certified as a disadvantaged business enterprise (DBE/UDBE) by the California Unified Certification Program and a Certified Woman Business ' Enterprise (WBE) by the California Unified Certification Program and the City of Los Angeles. AESCO is also certified as a Community Business Enterprise (CBE) by the County of Los ' Angeles. 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/AASHTO. AESCO is also a current member of the Independent Assurance Program with Caltrans, CCRL, and AMRL. ' AESCO also has in-house quality assurance program. The program is designed to maintain AESCO's laboratory equipment calibration and personnel training current. A copy of the program is available for your review upon request. iWe have been retained as the geotechnical, construction material testing/inspection and environmental engineering firm for multiple clients; such as, the OCTA, CalTrans, MTA, RCTC, ' Metro Gold Line, the City of Los Angeles Department of Water and Power, the Cities of Huntington Beach, Lakewood, Buena Park, and Riverside. tAESCO will perform these services from our local office at the following address: 17782 Georgetown Lane, ' Huntington Beach CA 92647. (714)375-3830 ' Our project manager will be Adam Chamaa, P.E., G.E. As the office is in Huntington Beach, we can respond quickly to projects requiring immediate attention, such as the Warner Avenue Sinkhole that occurred in April 2012. AESCO has reviewed the sample agreement and insurance requirements and are willing to execute the agreement as drafted and will be able to provide the required documentation following notice of award. This document responds to the request for Qualifications through Addendum No. 1. Since fees or cost are not requested at this time, AESCO will provide a fee schedule following award of the project. We look forward to the opportunity to serve the City of Huntington Beach with Geotechnical Engineering and Inspection and Testing services. We thank you for the opportunity of providing you with the following Request for Proposal Response for the On -Call Engineering and Professional Consultant Services. 4Q ,r. ,i:1iv) Ali' ..i t_.. �,_ a 2 www.AescoTech.com Ta range ,own. 17782 Georgetown Lane Huntington Beach, Califon is 92647 Tele: (714) 375-3830 ADO Fax: (714) 375-3831 P4562 If you or anyone on the selection committee should have any further questions or require any further information regarding this proposal, please feel free to call us at (714)375-3830. Inc. Adam'Chamaa, MSCE, P.E., G.E. Engineering Manager Russell J. Scharlin, CE, P.E., G.E. Senior Project Engineer 1 3 ww w.Aesco Cech.com va range .Dung17782 Gmrgetoanr Lan,HmuVon Beach, Califonua 92647 Tele: (714) 375-3830 AMSCO Fax: (714) 3753831 P4562 B: Vendor Application REQUEST FOR PROPOSAL VENDOR APPLICATION FORM TYPE OF APPLICANT: ❑ NEW a❑ CURRENT VENDOR Legal Contractual Name of Corporation: AESCO, Inc. Contact Person for Agreement: Adam Chamaa Corporate Mailing Address: 17782 Georgetown Lane City, State and Zip Code: Huntington Qeach, CA 02647 E-Mail Address: Adam.CltamaaAAescoTech.com Phone: 714.375-3830 Fax: 7 L 1.375.3831 Contact Person for Proposals: Adam Chamaa Title: Vice President E-Mail Address: Adam.Chnmaa@Ae Teeheom Business Telephone: 714-375.3830 Business Fax: 714-375-3831 Is your business: (check one) ❑ NON PROFIT CORPORATION Is your business: (check one) Fx1 FOR PROFIT CORPORATION © CORPORATION ❑ LIMITED LIABILITY PARTNERSHIP ❑ INDIVIDUAL ❑ SOLE PROPRIETORSHIP ❑ PARTNERSHIP ❑ UNINCORPORATED ASSOCIATION I of2 4 www.Aesco I ech.com Huntington Beach, California 92647 Tele: (714) 375-38M AEBCO F:u: (714) 37SM31 P4562 Names & Titles of Corporate Board Members (Also list Names & Titles of persons with written authorizationlresolution to sign contracts) Names Title Phone Adaa n Chamaa Vice President Kay Al+bed President 71 1.375.3830 71.1.375-3830 Federal Tax Identification Number: 72-1253958 City of Huntington Beach Business License Number. A 199958 (If none, you must obtain a Huntington Beach Business License upon award of contract.) City of Huntington Beach Business License Expiration Date: 9/30/ 15 2 or2 5 Vr W vb _r�C�C01 CCILChill UrCounty y. 82 Georgetown Une Huntington Beach, California 92647 Tele: (714) 3753830 Fax: (714)3753831 P4562 Section C Pre -Qualification EXHIBIT A: PRE -QUALIFICATION FORM ON -CALL ENGINEERING & PROFESSIONAL CONSULTING SERVICES SERVICE CATEGORIES PROPOSING? Y1N (circle one) A. Civil Engineering Yes /®o B. Ocean Engineering yes /©o C. Development Plan Checking and Entitlement Review Services Yes D. Survey yes/®o E. Traffic Engineering yes /®o F. wafer Yes /® G. Geotechnical Materials Testing and Inspection Q/ No H. Architectural Services Yes /(9 (Initial) Consultant is willing to execute the Agreement as drafted (See Appendix B). .(Initial) Consultant is able to provide the insurance as required (See Appendix C). Firm Name: AESCO, lne. Firm Address: 17732 Georgetown Lane, Huntington Beach CA 92647 Signature: Date: February 17, 2013 Page 3 of 4 www.AescoTech.com 17782 Ianc P4562 Hwitington gton Bacchh,, Calil'omia 94647 in Tele: (714) 3753830 AESCG Fax: (714) 3753831 Section D: Firm Qualification AESCO has been providing services similar to those requested in this RFQ since 1993. AESCO has been retained as the environmental, testing/inspection and geotechnical engineering firm for local governmental and municipal agencies, school districts, commercial developers, and private homeowners. Clients have included the City of Los Angeles Department of Water and Power, the City of Corona, the City of Inglewood, the City of Long Beach Water Department, the City of Santa Ana, the City of Lakewood, the City of Huntington Beach, the City of Lynwood, the City of Riverside, the City of Buena Park, Metropolitan Transit Authority (MTA), Orange County Transportation Authority. Geotechnical Engineering Capabilities AESCO's experience in the geotechnical engineering services range from simple projects to very complex. AESCO performed geotechnical investigations for slope landslides, sinkholes, railroad grade separation, complex sewer lift stations, commuter trains, dewatering projects and highway bridges. Our experienced field engineers and drillers assess the subsurface conditions as they are encountered to achieve an accurate representation of the soil and bedrock materials beneath a site. AESCO's laboratory can deliver geotechnical testing, from routine classifications, to direct shear and consolidation tests. Our laboratory testing services include testing of soils, concrete, masonry, fireproofing, asphalt, roofing, and aggregates. Laboratory testing is performed using ASTM, AASHTO, and other applicable specifications and guidelines. ' Special testing services and field laboratories can be provided, as necessary. In addition to comprehensive soil testing, we are equipped to perform a variety of rock mechanics test procedures, in accordance with standard methods specified by ASTM, ISRM, and CANMET. AESCO's geotechnical investigations have included: Foundation and pavement design, Special I' site investigations for vibration monitoring, Field permeability tests, Settlement problems, Compaction monitoring and testing, Slope stability problems such as earthen dam failures, Shallow foundations and rigid mats, Deep foundations and pressure injected footings,, Earth ' retaining structures and reinforced earth, Geological reinforced fill, Deep, dynamic ground improvement, surcharge and compaction grouting, Highways, airports, railroads and pavements, Slope design, soil and rock stability, Landslide analysis and control, Expansive/collapsing soils, ' Geologic and seismic hazard per Title 24, Settlement and subsidence analysis, Underpinning and special foundations, Dams, reservoirs and dam studies, Liners, Hydroelectric facilities, Dynamically loaded foundations, Soil and rock instrumentation and blast monitoring, ' Construction dewatering and drainage, Tunnels, pipelines and utilities, Forensics, Creek, river and waterfront protection, Liquefaction analyses, and Fault evaluation ' AESCO provides full grading inspection services during construction. Our inspectors are capable of performing field inspection and testing of fill materials, excavations, foundations, and shoring. Our inspectors are trained to perform compaction testing with the sand cone or nuclear tdensity gauge test method. AESCO is licensed to operate nuclear density gauges. To expedite site grading, AESCO can set up a portable laboratory on site, capable of performing most of the www.AescoTech.com 17782 ntg Cane P4ss2 Huntington Beamcch,h, California 92647 Tele: (714) 375-3830 AESCO Fax: (714) 3753831 ' essential tests that may be required. Construction Materials Testing and Inspection Services ' k 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. Our ' laboratory produces thousands of reports annually involving concrete, aggregates, soils in -place, and bituminous materials. AESCO also regularly tests and inspects brick, granite, stone masonry, mortar, reinforcing steel, and manufactured elements such as pre -stressed beams and pre -cast panels. 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 Inspection, Qualification of Welders and Procedures, Welding Inspection and Rebar Inspection and Testing. Project References AESCO is pleased to present this brief list of references. This fist is an itemized list of projects performed, with appropriate contact person(s), and with the scope of work performed for that particular agency. Client Name Project Name: Contact Name & Phone: Email: Scope of Work: AESCO Project Manager: Client Name: Project Name: Contact Name & Phone: Email: Scope of Work: AESCO Project Manager: Client Name: Project Name: Contact Name & Phone: Email: Scope of Work: AESCO Project Manager: City of Santa Ana, 2010 to Current First Street Bridge Replacement and Road Rehabilitation Mr. Gerardo Lechuga, Project Manager (714) 552-5336 glechuga&santa-ana.org Geotechnical and Materials Testing Nadra Chamaa City of Corona, 2013 to Current Geotechnical and Materials Testing for Auto Center Drive Grade Separation Ms. Linda Bazmi, Senior Engineer (951) 830-2132 Linda.Bazmi(dr ci.corona.ca.us Geotechnical and Materials Testing Russ Scharlin City of Villa Park, 2010 to Current Sewer Line Replacement Program Mr. Akram Hindiyeh, City Engineer (949) 547-0816 ahindivehna,vi I lapark.org Geotechnical Engineering and Materials Testing Adam Chamaa 8 www.AescoTech.com 17782 Georgetown Lane Hmthtgton Beach, Ca)ifomii 92647 Tele: (714) 375-3830 Fax: (714) 3753831 P4562 Section D: Staffing AESCO's intends to utilize our Huntington Beach office to support this project. AESCO provides a full range of professional consulting services specializing in project planning, geotechnical engineering, engineering geology, environmental engineering as well as construction quality control, quality assurance materials testing and inspection. With a highly experienced staff of professional engineers, geologists, technicians and support personnel. In addition, AESCO maintains a comprehensive soils and materials laboratory that offers complete in-house testing services. AESCO offers the city an integrated team comprised of engineers, geologists, engineering technicians and deputy inspectors experienced in all aspects of municipal development and construction testing. Organization Chart Vice President/Geotechnical Engineer Adam Chamaa, P.E., G.E. Project Manager Quality Control Director/Geotechnical Engineer Russ Scharlin, P.E., G.E. Quality Control Manager Duane Wentworth Nadra Chamaa Qualiti Control Lahorator% Super-,isor/Geotechnical Engineer Doug Abernathy, P.E., G.E. Quality Control Coordinator Brian Caliston, E.I.T. Omar Chamaa, E.I.T. Materials Testing and ln,pection Personnel I 9 I c 1. c.1 JI 1778E Georgetown Iaie Huntington Beach, California 9E647 P4562 Tele: (714) 375-3830 -.AE=QZ,Fax: (714) 3753831 Section D: Understanding & Methodology Section AESCO understands the size and complexity of the project, and is happy to provide a proposed Scope of Work describing our Professional Consulting, Testing and Inspection services anticipated for work. AESCO has been retained as the geotechnical, construction material testing and inspection and environmental engineering firm for the City of Huntington Beach for the past 14 years. 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. The anticipated Scope of Work is as follows: • Geotechnical Observation and Field Testing during Various Capital Improvement ' Projects. • Observation and testing of street subgrade, aggregate base, asphaltic concrete (AC), and Portland Cement Concrete (PCC) materials. Testing to include compaction testing of ' various materials. • Laboratory Work related to all aspects of Geotechnical Engineering. I' • Preparation of Geotechnical Engineering reports such as pavement design and final compaction reports. • Preparation of various Geotechnical Engineering studies such as slope stability analysis. ' • Attendance at field meetings. • Provide field inspections and compaction tests for grading and trench backfill and asphalt concrete construction according to the Standard Specification for Public Works ' Construction ("Green Book") and Caltrans Standard Specifications. Submit daily field reports to the City and a final report after work is completed. • Provide inspections for installation of precast and cast in -place concrete, welding, high ' strength bolts, structural steel, masonry and other types of work in accordance with the California Building Code (CBC) and the contract documents. Submit field reports to the City immediately after inspections are completed. ' • Perform tests on various construction materials as required by the City. • Recommend testing method on defective work and advise the City of acceptance standards. ' • Provide source inspection for concrete and asphalt concrete plant, and inspection for other materials at their source as required by the project specifications. • Provide other quality control services as requested by the City. ' • Submit field reports to the City immediately after tests and inspections are completed. Submit and distribute typed inspection and testing reports to the City's Public Works Agency and the Planning and Building Agency in accordance with "CBC" and "Green Book" requirements and to other concerned parties within a week after the work is performed. • Submit a final report to the City upon completion of each project. t • General Inspection assuring conformance to the plans and specifications. Communicating effectively both orally and in writing, inspecting all types of construction work including t10 vi Aesco 1 uh. corn 1 1 23 range Uounty 17782 Georgetown lane Hmnington Beach, California 92647 Tele: (714) 375-3830 Fax: (714) 375-3831 P4562 but not limited to street improvements, sewers, storm drains, buildings, pump stations, lighting and traffic signals. 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. Field technicians and inspectors provide detailed documentation of construction operations and specification compliance. 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. AESCO can provide quality assurance and testing including: Compaction Testing, Structural Concrete Placement Inspection, Asphalt Pavement Placement Inspection, Laboratory Testing, Structural Steel Inspection, Welding Inspection, and other Profession Engineering Services. AESCO will perform inspections to achieve compliance with - the contract plans and specifications on all phases of the project. AESCO anticipates conducting tests on a variety of construction materials and soils at sites and within the laboratory. We will coordinate with the Community Development Block Grant and Federal Grant administrator and will comply with all State and Federal requirements. Methodology Section 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 guarantee smooth completion of the project. AESCO's team is comprised of some of the most experienced professionals in the industry. The overall project team is always available 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 a cheaper budget for the Owner. ' AESCO will provide qualified soil technicians and deputy inspectors with extensive public facility, utility and roadway site grading experience. Testing will be conducted in accordance with appropriate ASTM and/or Caltrans Methods. tAESCO's method of operation is the following: ' • Prior to the start of any project, AESCO will review plans and specifications and meet with the CITY to review staffing and project needs. • Prior to the performance of an inspection or test, AESCO's dispatcher creates a task ' number and then dispatches the appropriate inspector. AESCO utilizes unique task numbers for each inspection and test service provided. AESCO digitally controls all ' assigned tasks to our inspectors 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 inspection. • All laboratory testing services are scheduled through our electronic dispatch system www.AescoTech.com 1 Orange Count} 17782 Georgemn Lme Hmlt )goon Beach, Caffimia 92647 Tele: (714) 375-3830 Fax: (714) 3753831 P4562 where notification is atomically issued to the laboratory manager to perform specific tests, such as; breaks of concrete cylinders at a schedule of 7-day, 14-day and 28-day breaks; beam breaks; masonry block breaks; prism breaks; etc. • When aggregate is sampled at the material source, the laboratory firm will submit to the Resident Engineer results of sand equivalent, cleanness value and sieve analysis within 24 hours. When soils and aggregate are sampled at the job site, results of these tests will be submitted within 72 hours. • Results of compaction and density tests taken at the job site will be submitted within 24 hours. Daily field reports are created digitally and emailed within 24 hours of completion of the test or inspection to the CITY. • When soils and asphalt concrete are sampled at the job site, R-value and asphalt extraction will be submitted within 96 hours. • Any test or inspection deficiencies, such as; failing compaction, concrete not reaching the required strength, concrete with high slump, cleanness of rebar, cleanness of footings, etc., will be discussed immediately with the CITY and recommendations/mitigation will be presented for correction. Our professionals will provide practical solutions to critical issues encountered in the field, considering both cost and technical implications. • AESCO provides a 24-hour live answering service and one of our Project Engineers is always available to answer any technical or scheduling issues. • A final certification report of all inspection services performed for specific projects will be completed within one week following completion of construction. • All laboratory reports and inspection reports are supervised, reviewed and signed by a California Licensed Professional Engineer. A summary of specific tasks to be performed by the City required by AESCO would include, but not be limited to: • A review of staffing and project needs. • A review of the proposed budget for each project. • A review of failing tests and our recommendations for mitigation. 12 w ww. AescoTech.com 17782 Georgetown Lane to Huntington Beach, CaWoruia 92647 P4562 AE8C0 Tele: (714) 375-3830 Fax: (714) 375-3831 Resumes Adam Chamaa Engineering Manager, M,S.C.E., P.E., G.E Registered civil and geotechnical engineer with over 30 years of experience as geotechnical quality control/quality assurance (QC/QA) manager. Responsible for QC/QA engineering for new construction, foundation, testing of concrete foundations and roadway surfaces during and after installation; design of de -watering systems; assessment of soil - related environmental contamination. Provided geotechnical design recommendations for new construction for municipal, governmental and commercial projects throughout California. Mr. Chamaa has also provided litigation support to clients, such as the City of Huntington Beach, related to geotechnical engineering and construction issues. Sfnenific Project Experienc Geotechnical and foundation studies for retaining walls, widening of 14 bridges and over 40 new soundwalls for Interstate Highway 10, 134 Freeway, 210 Freeway, 405 Freeway and 170 Freeway in Los Angeles and Orange Counties for Caltrans and MTA. ' QC/QA manager for the replacement of the Gerald Desmond Bridge in the Port of Long Beach. Testing and inspection will be performed for concrete, rebar, couplers, asphaltic concrete, welding, soil, compaction, base, foundation, paint and batch plant inspection. QC/CA Manager for materials testing and inspection during the widening of the 91 Freeway through Orange and Riverside Counties. The widening project includes the construction of new lanes on the east and westbound sides, new retaining walls, bridges, slope stability of cuts, rock exploration, 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, and asphaltic concrete testing. Prepared the QC/QA manual and supervised materials testing and inspection during construction of a new railroad grade separation for the Alameda Corridor, Temple Avenue 4th Track Improvements in Pomona. The project included railroad bridges, retaining walls, depressed roadways, utility relocations, roadway bridges, channel walls and drainage ditches. Senior Engineer for the investigation of the cause of Warner Avenue Sinkhole Emergency Response which formed in one of the main thoroughfares within the City of Huntington Beach. Provided geotechnical recommendations for the shoring system, dewatering program, and repair mitigation. Provided recommendations for a grout injection system to fill potential voids I. t4 �� b�.:ic3L I ZGf7.QUM omi ' Hwiti GonBe Beach, Lane P4562 Hwllington Beach, Calffontia 92647 Tele: (714) 375-3830 A�CO Fax: (714) 375-3831 I' and to density the surrounding soil. ' Supervised the plate load tests for the loading of the plate system versus settlement for the falsework for the Big Bear Lake Bridge located on Highway 18 in the City of Big Bear, CA. Settlement evaluation and bearing pressure calculations for support of the falsework was ' performed. Designed the equipment which was composed of a hydraulic system with an Enerpac 202 hollow core hydraulic ram (15 ton capacity) which was used to apply the loads. The vertical loads were measured with a calibrated load cell. Supervised and reviewed the geotechnical recommendations for foundation design for the proposed Calico Solar Plant Access Bridge in San Bernardino County bridge structure and ' retaining walls for the BNSF railroad. Preliminary geotechnical recommendations including pile load design data for caissons, driven piles, tip -bearing piles, and friction piles, as well as lateral ' loads were provided. A review of existing geotechnical and seismic data was conducted for projects in the vicinity. ' Supervised the performed construction materials testing and inspections during the replacement of the First Street Bridge in the City of Santa Ana. Testing and inspections were conducted on piles, welding, structural steel, precast concrete, concrete, asphalt, mix designs, ' etc. QA/QC manager for the Design/Build SR-22 Widening Project for OCTA and Caltrans. Provided mix design alternatives and recommendations for the Portland Cement Concrete (PCC) and Lean Concrete Base for the widening and overall improvement of the 22 Freeway. Performed ' 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. Mr. Chamaa worked closely with the City of Huntington Beach project managers and engineers on numerous project such as Lift Stations (Algonquin Lift Station 10, and Warner Avenue Gravity Sewer Lift Station C), sinkholes (Warner Ave), void investigation/mitigation (Brookhurst and tIndianapolis Sewer Siphon), and street rehabs (Slater, Yorktown, etc). His work included geotechnical engineering recommendations and construction material testing inspection services. 14 erww. Aescoi ech.co m 17782 Georgetomi Lane P.15 Huntington Beach, Cilifonua 92647 Tele: (714) 375-3830 Fax: (714) 375-3831 Debra Perez Project Manager Debra Perez has been a project manager for various geotechnical and environmental engineering projects for over 30 years. Ms. Perez has been project manager for a variety of projects including construction of new above ground oil storage tanks for ARCO, City of Lynwood Senior Center, new natural gas pipelines and steam generating facilities for Southern California Edison, several freeway and road projects including new embankment fills, new bridges, pavement design and survey of existing road conditions, and new telecommunications facilities throughout California. Ms. Perez' experience includes hazardous waste investigations, supervision of the soils laboratory and preparing reports for compaction, preliminary soil investigation, distress investigation, and slope repair projects. t r ojeot Experienc - Project manager for the geotechnical investigation for new soundwalls on the 210 Freeway in Los Angeles County. 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 geotechncial and geologic reports. Project manager responsible for providing geotechnical engineering services for the road failure ' due to culvert collapse for the Highway 330 emergency repair in Big Bear. Ms. Perez provided geotechnical recommendations and evaluations for the Caltrans District 8 project. The work included field investigation by drilling through rock and boulders formation to a maximum depth of 60 feet. Recommendations for grout injection, open excavation construction, shoring requirements, fill backfill were provided. The work was expedited and required working after ' hours and on weekends to meet tight schedule. This project required reporting on short notice to project site, working with the designer, construction manager and Caltrans. ' Project manager for geotechnical recommendations for foundation design for the proposed Calico Solar Plant Access Bridge in San Bernardino County bridge structure and retaining walls for the BNSF railroad. Preliminary geotechnical recommendations including pile load design ' data for caissons, driven piles, tip -bearing piles, and friction piles, as well as lateral loads were provided. A review of existing geotechnical and seismic data was conducted for projects in the vicinity. Project manager for a geotechnical investigation for the storm drain emergency replacement ' on the SR 215 in Murrieta for Caltrans District 8. Supervised the laboratory testing and provided the required geotechnical recommendations for the shoring design of the construction excavation, provided construction procedures for the storm drain replacement. ' Project manager for the geotechnical investigation and materials testing and inspection services ' �k ww.AescoTech.com 15 i.� 2 Georgetown lane Hwit Hwttuigton Beach, California 92647 Tele: (714) 375-3830 AFSCO Fax: (714) 375-3831 for the widening of the Eastbound SR-91 Freeway On -Ramp at Beach Boulevard, in the City of Buena Park, a Caltrans oversight project. The on -ramp was upgraded from a single mixed -flow lane to a double mixed -flow lane. Testing and inspections were performed for retaining wall foundations, storm drains, concrete, and asphalt. Geotechnical engineering included logging and classification of soils borings, laboratory testing, review of existing reports, review of testing for the presence of hydrocarbons, and review of testing for the presence of aerially deposited lead. Recommendations were provided for new retaining wall foundations, new pavement, embankment fill, and treatment of existing soil during construction. Project manager for the Alameda Corridor, Temple Avenue 4th Track Improvements new railroad grade separation. The project included railroad bridges, retaining walls, depressed roadways, utility relocations, roadway bridges, channel wall improvements, culverts, and drainage ditches in the City of Pomona. The testing and inspection serviced 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, and asphaltic concrete testing. 16 17782 Georgetomv i. Hmtingon Beach, Califorttia 92647 Tele: (714) 375-3830 Fax: (714) 3753831 P4562 Russell Scharlin Quality Control Manager/Geotechnical Engineer Russell Scharlin is a senior engineer with over 30 years of experience in civil engineering and geotechnical engineering. Primary responsibilities include performing all aspects of construction management, geotechnical engineering and environmental studies. Mr. Scharlin has provided design and construction management services related to pavements and foundations for numerous structures, bridges, freeways, tanks, communication towers and other structures. Mr. Scharlin has also provided litigation support to clients, such as the City of Huntington Beach related to geotechnical engineering and construction issues. Specific Project Experience Quality Control Manager for the Sand Canyon Grade Separation project in Irvine for OCTA. Prepared the Contractor Quality Control Plan and is supervising the construction which includes a railroad shoo -fly and new railroad bridge and CIDH foundations, retaining walls and foundation construction, shoring, pavement, utility installation, a pump station and building construction. Construction Quality Control Manager for the seismic retrofit of the bridge structure located at the John Wayne Airport in Santa Ana, CA. Prepared the Construction Quality Control Plan and the Welding Quality Control Plan. The project consists of installation of 64 steel column casings at select concrete column locations, enlargement of selected foundation pile caps, installation of new expansion joints at terminal vehicle ramps and walkways, detensioning and retensioning of slab tendons and miscellaneous pavement and sidewalk improvements. Quality Control Manager for the construction materials testing and inspection services for the widening of the Eastbound SR-91 Freeway On -Ramp at Beach Boulevard, in the City of Buena Park. This was a Caltrans oversight project. The on -ramp was being upgraded from a single mixed -flow lane to a double mixed -flow lane. Testing and inspections were performed for retaining wall foundations, storm drains, concrete, and asphalt. Mr. Sharlin also reviewed the concrete mix design. Geotechnical engineering was also performed for this project including, logging and classification of soils borings, laboratory testing, reviewed existing reports, reviewed testing for the presence of hydrocarbons, reviewed testing for the presence of aerially deposited lead. Recommendations were provided for new retaining wall foundations, new pavement, embankment fill, and treatment of existing soil during construction. Senior Geotechncial Engineer for the State Route 210 Freeway Soundwall project in the City of Duarte for Los Angeles County Metro. The project included retaining walls and two bridge structures. The geotechncial investigation provided an evaluation the subsurface soil and rock properties and provided foundation design recommendations criteria for the new soundwalls 17 ...Aescol cch.com 17782 BtocCane P4562 HuntingtoononBeachh,, California 92647 A�CG Tele: (714) 375-3830 Fax: (714) 3753831 which included shallow as well as deepened (CIDH) foundations. Research was also performed on existing geotechnical and geologic reports. Managing quality control testing and inspection on numerous road rehabilitation projects for the City of Huntington Beach. Recent projects include locations on Yorktown Avenue and Edwards Street. Where the asphalt concrete pavement section has been rehabilitated. Lead geotechnical engineer for design and construction monitoring of the first groundwater infiltration trench installed in the United States using the biopolymer slurry trench technique. Biodegradable slurry was utilized to keep the two 300-foot•longs by 50-foot-deep trenches open during excavation and before backfilling with drainage rock. Performed hundreds of geotechnical investigations for all types of structures: single -story and multi -story buildings, bridges, tanks, communications towers, retaining walls, utilities, drainage structures, embankments, pavement and railroad trackbeds. Senior Engineer for the investigation of the cause of Warner Avenue Sinkhole Emergency Response which formed in one of the main thoroughfares within the City of Huntington Beach. Provided geotechnical recommendations for the shoring system, dewatering program, and repair mitigation. Provided recommendations for a grout injection system to fill potential voids and to densify the surrounding soil. 18 www. Aesco Iech.com ' 17782 Georgetown Lane Hunti Huntington Beazh, Calironua 92647 able: (714) 375.3830 PIMP Fax: (714) 375-3831 ' Duane D. Wentworth Quality Control Manager Duane Wentworth has over forty years' experience in Public Works tConstruction. Mr. Wentworth has managed a variety of civil works projects, programs, and contracts, which required professional and/or technical quality control knowledge as well as organization and ' administrative skills. ' Mr. Wentworth has overseen and coordinated Caltrans approved Quality Assurance Programs (QAP) for numerous State and Federal Projects for the City of Huntington Beach. This involved scheduling, tracking and ' documenting materials testing and inspection services to ensure that the work was being performed in conformance with the Caltrans Local Assistance Procedures Manual (LAPM) and the QAP. He also reviewed ' the inspection reports and laboratory test results for compliance with project plans and specifications. Mr. Wentworth also has experience as a Construction Project Manager on a wide variety of projects including major highways, utilities, pump stations and municipal buildings. Specific Project Experience During his long career with the City of Huntington Beach, Mr. Wentworth managed and inspected multiple projects as part of the City's sanitary sewer rehabilitation program. As a part of this work, he has CCTV inspected many hundreds of miles of gravity and force sewer mains. He has substantial experience in locating and identifying broken or cracked pipes, offset joints, tree root intrusions, groundwater infiltration, calcium and grease deposits, and off -grade gravity sewers. Mr. Wentworth has address a wide variety of sewer line issues, from cracked and broken 100 year old clay pipes in the historic downtown Huntington Beach to groundwater intrusion in the Huntington Harbor. Mr. Wentworth oversaw both pre- and post- construction CCTV inspections for slip -lining repairs that were performed for the affected pipelines. Evaluated bids, oversaw day to day construction activities for both City and outside agency projects, monitored compliance with plans and ' specifications; evaluated and monitored schedules and budgets. Prepared estimates and evaluated change orders, conducted contract ' negotiations, resolved problems, made on -site inspections, approved progress payments and other disbursements. P4562 19 vret wn[ u ' 17782 Georgetown Lane Lane P4562 Huntington Beach, California 926k7 Tele: (714) 3733830 Fa : (714) 3753831 ' Coordinated contract administration activities with consultants, various agencies, developed and maintained a well -articulated system for monitoring progress of projects and QA/QC programs as assigned. Evaluated consequence changes and advised as appropriate; developed and prepared reports as needed; submitted written technical and statistical reports. Experienced in Federal, State, ABFP, CDBG, and Measure M Projects. Experienced in inspection and field contract administration on major capital improvement projects. Performed on site management and oversight of QAP/QAC conformance in accordance with the Caltrans LAP on numerous City, State, and Federally funded projects. 20 _acsw I ecn.r�n 17782 Georgetoxnr Lane Huntington Beach, Calitorim 92647 Tele: (714) 375-3830 Fax: (714) 375-3831 P4562 Doug Abernathy Quality Control and Laboratory Supervisor/Geotechnical Engineer Mr. Abernathy is an engineer with over 30 years of experience in the geotechnical field and in laboratory testing. Mr. Abernathy's experience includes working on federal, state, private residential and commercial, and public works projects. Doug is very skilled in and knowledgeable about contract negotiations, document preparation, current building codes and regulations, blueprint and specification interpretation, and on - site management. Mr. Abernathy is experienced in performing chemical analyses and geotechnical tests such as waste water, sewage treatment sludge, direct shear, consolidation, moisture density relationship, moisture content, organic impurity, sieve analyses, and corrosivity. Doug's experience also includes field and laboratory testing of soils. It also includes performing inspection services for retaining wall backfilling, site grading, soil treatment, fill inspection, and foundation (shallow and deep). Mr. Abernathy is extensively experienced in logging and sampling boreholes, performing compaction tests, footing inspections, subgrade inspections, and grading inspections. Specific Project Experienc Extensive experience in performing laboratory testing on soil, aggregate, concrete, asphalt, cement and steel. Testing included materials testing as well as chemical testing. Experienced in preparing geotechnical and environmental studies, including performing all of the necessary design, computer calculations, cross -sections, and drafting. ' Supervised field inspections for grading projects including deep foundations, shallow foundations, pavement rehabilitation, shoring systems, slope stability, dewatering systems, and utility trenching. Mr. Abernathy has also experience in developing the ring shear test (ASTM D6467/7608) and performed 31 (3 point) tests. Performed and managed field investigations, and assigning laboratory testing. Mr. Abernathy also has analyzed many slope stability projects, designed many segmental walls, designed pile foundations, performed liquefaction studies with remediation, evaluated and designed many asphalt street and performed grading and foundation plan reviews. > 21 www.AescoTech.conn Orange Count% ' 17782 Georgetown lace Hwitington Beach, California 92647 Tele: (714) 3753830 AEP3= Fax: (714) 375-3831 ' Giovanni Mikhael Field Inspector Mr. Giovani Mikhael, has over 6 years of experience in the field and in ' construction materials testing and inspection services for concrete, masonry, steel, anchors, soils, and grading. He is experienced in ' performing compaction testing, foundation inspections and subgrade inspection and testing. Specific Project Experience Performed materials testing and inspection during the widening of the 91 Freeway through Orange and Riverside Counties. 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, and asphaltic concrete testing. Performed materials testing and inspection for the Sand Canyon Grade Separation project at the 5 Freeway in Irvine. The project includes the construction of a rail underpass and retaining walls, storm drains, utility relocations, 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. Performed construction materials testing and inspection during the project, including rebar, concrete, backfill, utilities, asphaltic concrete, footings, grading, base, subgrade, rebar, structural steel, anchor bolts, welding, etc. P4562 22 il"%<% AescoTech.com Orange County t Hmu GeorgegtonB ch,Unc P4562 Huntington Beach, Calitomia 92647 Tele: (714) 3753830 RM Fax: (714) 3753331 ' Hamid Nourian Senior Engineering Inspector ' Hamid Nourian is a senior inspector with over 25 years of experience in field and laboratory testing of soils, concrete, and asphalt. Mr. Nourian's experience also includes performing inspection services for ' steel reinforcement, welding, and foundation (shallow and deep). Mr. Nourian is experienced with developing and supervising a soil and materials testing laboratory. Hamid is extensively experienced in logging and sampling boreholes, performing compaction tests, footing inspections, subgrade inspections, and grading inspections. Mr. Hamid maintains the quality assurance program for AESCO's inspection and t testing services. He is proficient in the use of equipment and methods that are required by ASTM, AASHTO, ACI, and Caltrans. ' Specific Project Experience Performed testing and inspection for the Design/Build SR-22 Widening ' Project for OCTA and Caltrans. Aggregate testing and evaluation of the concrete and on -site mix design trials were performed. Materials testing of concrete products during placement which included t aggregate testing, concrete cylinders, LCB samples and flexural strength beam tests were performed. Senior Inspector for the Sand Canyon Grade Separation project at the 5 Freeway in Irvine. The project includes the construction of a rail underpass and retaining walls, storm drains, utility relocations, 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. Senior inspector for the Alameda Corridor, Temple Avenue 4th Track Improvements new railroad grade separation. The project included railroad bridges, retaining walls, depressed roadways, utility relocations, roadway bridges, channel wall improvements, culverts, and drainage ditches in the City of Pomona. 23 �+wu.Aesco rech.com I I 17782 Geogton B ch, I�ie0& P4662 to Himtingon $each, California 92647 AEBCG Tele: (714) 375-3830 _... Fix: (714) 375-3831 Il Jess Lim Chemical Engineer and Senior Inspector Mr. Jess Lim has over 25 years in the field and in laboratory testing and inspection of construction materials such as masonry, steel, brick, adhesive, anchors, soil and concrete. Mr. Lim is also the laboratory manager at AESCO. He is experienced in performing chemical analyses and geotechnical testing. He is experienced in performing testing on waste water, sewage treatment sludge, and soil and has performed the following tests: hydrocarbons, atomic absorption, atomic emission, spectrophotometer, direct shear, consolidation, moisture density relationship, moisture content, organic impurity, sieve analyses, and corrosivity. Mr. Lim has extensive experience in concrete material composition and in the preparation of and breaking of concrete cylinders, beams and blocks. Specific Project Experience Performed materials testing and inspection during the widening of the 91 Freeway through Orange and Riverside Counties. 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, and asphaltic concrete testing. Senior Inspector for the seismic remediation of the existing bridge - elevated roadway at the John Wayne Airport in Santa Ana. Performed materials testing and inspection during the manufacturing and installation of seismic retrofits to increase the sustainability of four bridge structures which compose the elevated roadways and associated ramp structures at the entrance to the airport. The retrofits consisted of the installation of column casings around the existing concrete columns which were then grouted. Performed materials testing and inspection of soil backfill, foundation upgrades, Portland Cement concrete, lightweight concrete, grout, and welding. Inspections were also performed for new expansion joints on the upper decks. Also performed welding inspection and inspected steel at the fabrication shop and provided recommendations/modifications of the fabrication procedures to be able to produce steel sleeves that fit the unusual column shapes. 24 www.AescoTech.com range Uoumy 17782 Gcn getown Lane HwthVon Beach, Califonm 92647 Tele: (714) 375-3830 Fax: (714) 375-3831 P4562 ' Mikhael Mikhael Senior Inspector Mikhael Mikhael, Fabrication and Concrete Inspector, has over 30 ' years of experience in the field and in construction materials testing and inspection services for concrete, masonry, structural steel, bolts, ' and welding. Mr. Mikhael has been with AESCO for 2 years. His experience includes 10 years as an AWS inspector, 20 years as a concrete inspector and over 35 years in the construction business. Specific Project Experience Senior Inspector for the Sand Canyon Grade Separation project at the 5 Freeway in Irvine. The project includes the construction of a rail underpass and retaining walls, storm drains, utility relocations, 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. Performed construction materials testing and inspection during the project. including rebar, concrete, backfill, utilities, asphaltic concrete, footings, grading, base, subgrade, rebar, structural steel, anchor bolts, welding, etc. Senior Inspector for the seismic remediation of the existing bridge - elevated roadway at the John Wayne Airport in Santa Ana. Performed materials testing and inspection during the manufacturing and installation of seismic retrofits to increase the sustainability of four bridge structures which compose the elevated roadways and associated ramp structures at the entrance to the airport. The retrofits consisted of the installation of column casings around the existing concrete columns which were then grouted. Performed materials testing and inspection of soil backfill, foundation upgrades, Portland Cement concrete, lightweight concrete, grout, and welding. Inspections were also performed for new expansion joints on the upper decks. Also performed welding inspection and inspected steel at the fabrication shop and provided recommendations/modifications of the fabrication procedures to be able to produce steel sleeves that fit the unusual column shapes. 25 .� �� w..Aesco l ech.com �� range .oust♦ 17782 Gmigetown Lane Hiuidngton Beach, C:diromia 92647 AEBCC Tek: (714) 375-383 fax: (714) 375-3831 P4562 II II II Umar Ghamaa Field Engineer Mr. Omar Chamaa has over 7 years of experience in the field and in laboratory testing and inspection of construction materials such as concrete, steel, anchors, soils and grading. Mr. Chamaa, a civil engineer, performed structural observation for multiple Caltrans and OCTA projects, where he was responsible for the structural observation of the bridges, roadway, retaining wall construction. Chamaa was responsible for construction material approval, such as: select fill, foundation excavation, slope cut, steel installation, and concrete mix design. He attended construction meeting to discuss material approval, deficiencies, modifications, as well as providing final observation report to the agency. ' Specific Project Experience Performed a geotechnical investigation and Quality Control monitoring for the storm drain replacement for the State Route 215 Freeway emergency storm drain repair. Inspected shoring and performed testing and inspection on excavations and recompaction. Inspector for the Sand Canyon Grade Separation project at the 5 Freeway in Irvine. The project includes the construction of a rail underpass and retaining walls, storm drains, utility relocations, 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. AESCO is providing the administration, technical support, and oversight of the construction materials testing and inspection during the project. Performed Quality Control and inspection during the widening of the 91 Freeway through Orange and Riverside Counties. The widening project includes the construction of new lanes on the east and westbound sides, new retaining walls, bridges, etc. The Quality Control included a review of the concrete mix designs, concrete testing and inspection, concrete batch plant inspection, pile inspection and logging, rebar inspection, aggregate testing, subgrade testing and inspection, base material evaluation and testing, compaction testing and asphaltic concrete testing. inspection, and 26 www.AescoTech.com 17782 Georgetown Lvu ' Hwtiogton Beach, Cali(ontia 92647 Tele: (714) 375-%30 - F= (714) 375-3831 ' Thomas Green Laboratory Technician Mr. Thomas Green has over 5 years as an environmental and laboratory ' technician. Mr. Green is experienced in performing geotechnical tests such as direct shear, consolidation, moisture density relationship, moisture content, organic impurity, sieve analyses, etc. Thomas is familiar with ' Standard Test Methods, such as ASTM and ACI. Mr. Green has also performed asbestos and lead abatement, demolition, above -ground mining, soil sampling for environmental and geotechnical projects, HAZMAT ' abatement, underground tank and underground pipe testing, confined space entrant and attendant, proofreading manifest, transmittal, weighmaster forms and inspection sheets for landfills. Mr. Green also performs data research and marketing. Professional Expertise Experienced in the manufacture of tanks and pipes, tank pulling, and has assisted an explosive ordinance division company under the Army Corp of Engineers with an excavation project in Honey Lake, California. Mr. Green has served as part of several focus groups, one of which included a grant proposal for Bakersfield's Friendship House, and another which involved a project evaluation for Junior Achievement of Bakersfield. Thomas has also completed reports for the City of Huntington Beach's Biodegradable Waste Solids Project, and Safety Policy Plans. Laboratory testing for Army Corp of Engineers, Imperial Beach, California. Mr. Green performed geotechnical laboratory testing on more than two hundred soil samples. Classification testing was performed including, grain size analyses, Atterberg Limits, moisture contents, and percent passing No. 200. you w.nesco I ecn.com P4562 27 Schedule of Fees Effective January 1, 2014 Proposal No P4562 AESCO Standard Fees City of Huntington Beach Invitation No. 2015-0126 On -Call Engineering Services Professional Staffing Cost (per hour unless otherwise noted) P100 Senior Professional Engineer $ 175 P101 Senior Geotechnical Engineer $ 175 P102 Project Engineer/ Manager $ 150 P103 Geologist $ 140 P104 Quality Control Manager $ 140 P105 Senior Staff Engineer $ 135 P106 Staff Engineer/Geologist $ 115 P107 Laboratory Manager $ 95 P108 Laboratory Technician $ 85 P109 CADD Operator/Draftsperson $ 75 Pilo Data Processing, Technical Editing or Reproduction $ 65 P111 Expert Witness Testimony $ 380 P112 Certified Payroll, per hr $ 125 Field Technician Cost (per hour) T150 Special Inspector (Reinforced Concrete, and Masonry) $ 95 T151 Special Inspector (Structural Steel, Drilled -In -Anchors $ 95 T152 Special Inspector for Welding $ 95 T153 DSA Class I Inspector $ 125 T154 DSA Class II Inspector $ 115 T155 Special Inspector for Fireproofing $ 95 T156 Special Inspector Load Tests or Torque/Bolt) $ 95 T157 Special Inspector Rebar Sample $ 95 T158 Special Inspector Pachometer $ 95 T159 Senior Asphalt Placement Technician $ 105 T160 Asphalt Placement Technician $ 95 T161 Asphalt/Concrete Plant Technician $ 95 T162 ACl/Caltrans Technician $ 95 T163 Senior Soils Technician $ 105 T164 Senior Grading Inspector $ 105 T165 Staff Grading Inspector $ 95 T166 Soils Technician $ 95 T167 Pile Driving Inspector $ 105 T168 AWS Certified Welding Inspector $ 95 T169 NACE Coating Inspector $ 120 T170 Field Coring Technician $ 95 T171 Nondestructive Examination Technician, LIT, MT, LP $ 95 T172 Structural Steel Fabrication Inspector (AWS) $ 95 Page 1 of 7 Fabrication Shoo Inspections T173 Structural Steel Inspector (ICC/CBO) T174 Structural Steel Inspector (AWS) T175 Batch Plant Quality Control Technician/Inspector T176 Reinforced Concrete, Prestressed Inspector Field Inspector/Technician Hours No Work Performed (Work Cancelled) All field services charge Regular Work Hours First 8 hours, Monday through Friday, between 5 00 a m to 5 00 p m Schedule of Fees Effective January 1, 2014 Proposal No P4562 Cost (per hour) $ 95 $ 95 $ 95 $ 95 Minimum 2-hour Charge Minimum 4 and 8-hour Charge Thereafter Direct Project expenses outside services will be charged at Cost + 15% Time and One -Half Any increment past first 8 hours through 12 hours, Monday through Friday First 12 hours on Saturday Shift between 3 00 a m and 5 00 a m Double Time Any hours past 12 hours Monday through Saturday, all day Sunday and Federal Holidays Field Analysis G200 Soil Boring with Hollow Stem Auger Drilling G201 Backfill Boreholes with Betonite, per foot G202 Backfill Boreholes with Grout, per foot G203 Drumming and Disposal of Clean Cuttings Mix Design Review D250 Review of Concrete Mix Design D251 Review of Grout Mix Design D252 Review of Mortar Mix Design D253 Review of Asphalt Mix Design Cost (per hour unless otherwise noted) $ 260 $ 10 $ 20 $ 350 Cost $ 150 $ 150 $ 150 $ 180 Page 2 of 7 Schedule of Fees Effective January 1, 2014 Proposal No P4562 Sample Pick-Up/Hold Cost U301 Regular Sample Concrete Cylinders, Mortar/Grout Cubes and Cores, Fireproofing and Epoxy Prisms, each $ 15 U302 Large Sample Flexural Beams, Masonry Prisms, Shotcrete Panels, each $ 45 U303 Technician for Specimen pick up, minimum 2 hours, per hour $ 95 U304 Vehicle, per trip $ 65 Field Equipment Charges Cost E350 Brass 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 (Rebar Locator), per day $ 50 E365 PID Usage, per hour $ 30 E366 Pull Test Equipment, per day $ 60 E367 Sand Cone Test Kit (Scale, Burner, Sand Cone Apparatus), per day $ 150 E368 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 Page 3 of 7 Concrete Tests COSt (per test) C400 6" x 12" Cylinder Compression Strength (ASTM C39) $ 25 C401 6" x 6" x 18" Flexural Beams Not Exceeding Referenced Size (ASTM C78, C293, or CTM 523) $ 80 C402 Cylinders Splitting Tensile Strength (ASTM C496) $ 80 C403 Core Compression including Trimming (ASTM C39) $ 50 C404 Coring of Test Panels in Lab, each $ 25 C405 Diamond Sawing of Cores or Cylinders (ASTM C642) $ 25 C406 Density, Absorption, and Voids in Hardened Concrete (ASTM C642) $ 300 C407 Modulus of Elasticity Static Test (ASTM C469) $ 125 C408 Unit Weight Including Lightweight Concrete $ 65 C409 Drying Shrinkage Up to 28 Days Three 3" x 3" or 4" x 4" Bars, Five Readings up to 28 Dry Days (ASTM C157) $ 375 C410 Additional Reading, Per Set of Three Bars $ 45 C411 Storage Over Ninety (90) Days, Per Set of Three Bars, Per Month $ 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 C416 Tension Test $ 150 C417 Core 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 Per ASTM), 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 Rate of 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 Page 4 of 7 Schedule of Fees Effective January 1, 2014 9 Proposal No P4562 AIL SCOg 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 Cubes or 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) F550 Oven 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 Aeereeate Tests Cost (per test) 5600 Atterberg Limits/Plasticity Index (ASTM D4318) $ 120 5601 Chloride and Sulfate Content (CTM 417, CTM 422) $ 135 5602 Consolidation, Full Cycle (ASTM 2435, CTM 219) $ 245 5603 Cleanness Value 1" x #4 (CTM 227) $ 175 5604 Cleanness Value 2 5" x 15" or 1 5" x 75" (CTM 227) $ 275 5605 Corrosivity Series Sulfate, Cl, pH, Resistivity (CTM 643, 417, and 422) $ 190 5606 Resistivity $ 100 5607 Direct Shear Test (ASTM D3080) $ 245 5608 Direct Shear Test, per point $ 95 5609 Direct Shear Test Sample Remolding (ASTM D3080) $ 35 5610 Durability Index Fine Aggregate $ 150 5611 Expansion Index (ASTM D4829, UBC 18-2) $ 145 5612 Durability Index Coarse Aggregate $ 150 5613 Maximum Density Methods A/B/C (ASTM D1557 or D698, CTM 216) $ 175 5614 Maximum Density Check Point abrasion (ASTM D1557) $ 65 5615 Maximum Density AASHTO C (Modified) (AASHTO T-180) $ 190 5616 Moisture Density Rock Correction $ 150 5617 Moisture Content (ASTM D2216, CTM 226) $ 20 Page 5 of 7 Schedule of Fees Effective January 1, 2014 Proposal No P4562 5618 Density Ring Sample (ASTM D2937) $ 25 5619 Density Shelby Tube Sample (ASTM D2937) $ 35 5620 Organic Impurities (ASTM C40) $ 85 5621 Failing Head Permeability (ASTM D2434) $ 225 5622 R-Value Soil (ASTM 2844) $ 285 5623 R-Value Aggregate Base (ASTM D2844) $ 260 5624 Sand Equivalent (ASTM D2419, CTM 217) $ 110 5625 Soil Classification $ 25 5626 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 5630 Specific Gravity and Absorption Coarse (ASTM C127, CTM 202) $ 85 5631 Specific Gravity and Absorption Fine(ASTM C128, CTM 207) $ 150 5632 Swell/Settlement Potential One Dimensional (ASTM D4546) $ 155 5633 Unit Weight Coarse Aggregate $ 70 5634 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 Asphalt Concrete Tests Cost (per test) A650 Asphalt Core Density $ 40 A651 Extraction % AC by Ignition Oven (CTM 382) $ 145 A652 Gradation on Extracted Soil (ASTM D6507 andD5444, CTM 202, and CTM 382) $ 100 A653 Moisture Content (CTM 370) $ 75 A654 Maximum Theoretical Specific Gravity (RICE) (ASTM D2041, CTM 309) $ 160 A655 Specific Gravity and Absorption Coarse (ASTM C127, CTM 206) $ 90 A656 Specific Gravity and Absorption Fine (ASTM C128, CTM 207) $ 150 A657 Sieve Analysis (ASTM D5444 and C136) $ 85 A658 Sieve Analysis with Wash (ASTM D5444) $ 130 A659 Sand Equivalent (ASTM D2419) $ 125 Reinforcine Steel Cost (per test) R700 Bend Test #11 or Smaller $ 55 R701 Bend Test Larger Than # 11 $ 85 R702 Tensile Test # 11 or Smaller $ 75 R703 Tensile Test # 14 $ 105 R704 Tensile Test # 18 $ 170 R705 Slippage Test In Addition to Tensile Test (Per Caltrans 52-108C) $ 180 R706 Tensile Test Mechanical Splice # 11 and Smaller $ 110 R707 Tensile Test Mechanical Splice # 14 $ 160 i Page 6 of 7 Schedule of Fees Effective January 1, 2014 Proposal No P4562 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 Elastic Modulus $ 170 Metal Testing Cost (per test) R714 Hardness Test (Rockwell) and Brinnel (ASTM E18) $ 65 R715 Hardness 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 Slab on Grade Coring for 2",3" and 4" Diameter (first 6" depth) each $ 60 C425 Slab on Grade Coring for 6" and 8" Diameter (first 6" depth) each $ 65 C426 Slab on Grade Concrete Core (price per inch after 6" depth) $ 5 C427 Wall Cores 2",3" and 4" (first 6" in depth) each $ 75 C428 Wall Concrete Core (price per inch after 6" in depth), per inch $ 5 (Wall core pries based on Contractor supplying access to area to be cored) Miscellaneous Concrete Coring Prices C429 Patching Slab on Grade Cored Holes with 2500 psi Concrete Patch, each $ 10 C430 Thickness Determination per ASTM C42, each $ 10 C431 Compression Strength Determination $ 55 Asphalt Concrete Coring Services Cost (per test) Alternate Individual Core Prices (all prices are for a four core minimum job) A661 Asphaltic Concrete Cores 2",3" and 4" Diameter (First 6" in depth), each $ 60 A662 Asphaltic Concrete Cores 6" and 8" Diameter (First 6" in depth), each $ 60 A663 Asphaltic Concrete Cores price per inch after 6" in depth, each $ 5 Miscellaneous Asphaltic Coring Prices A664 Patching of Core Drilled Holes Using Cold Patch Material, each $ 25 A665 Thickness Determination per ASTM C42, each $ 25 A666 Specific Gravity for Determination of Percent Compaction per ASTM D 2726, each $ 35 A667 Specific Gravity for Determination of Percent Compaction by paraffin, each $ 55 Page 7 of 7 2015 List of Consultants Submitted RFQ Vendor Name Vendor Name Advantec Consulting Engineers, Inc KCG Consulting Group AECOM Technical Services, Inc Kleinfelder AESCO, Inc KOA Corporation AKM Consulting Engineers Koury Engineering & Testing, Inc Albert Grover & Associates KPFF Consulting Engineers Alta Planning + Design Langan Engineering and Environmental Inc American Geotechnical, Inc LEE & RO, Inc Anchor QEA Leighton Consulting, Inc AndersonPenna Partners, Inc MARRS Services, Inc APA Engineering, Inc McLean & Schultz Axiom Corporation Mirjahangir Engineering/Amiran Construction Co BKF Engineers Moffatt & Nichol Case Land Surveying, Inc MTGL, Inc CivilSource, Inc Myers Houghton & Partners, Inc Civil Works Engineering Ninyo & Moore Converse Consultants Noble Consultants, Inc COWI Marine North America Onward Engineering CWE Pacific Advanced Civil Engineering, Inc D Woolley & Associates PENCO Engineering, Inc DKS Associates Professional Service Industries DMc Engineering Psomas ERSC Inc Quantum Quality Consulting, Inc FPL & Associates, Inc RBF Consulting Fugro Consultants, Inc Richard Brady & Associates Geocon West, Inc SA Associates Geo-Environmental, Inc Sequoia Consultants GeoLogic Associates, Inc Stetson Engineers Inc GEOSCIENCE Support Services, Inc Tait & Associations, Inc Geosyntec Consultants Terracon Consultants, Inc GHD Tetra Tech GMU Geotechnical, Inc Towill, Inc Group Delta Consultants, Inc Transpo Group Guida Surveying Inc TTG Engineers Gwynne Pugh Urban Studio Twining, Inc Harris & Associates, Inc VA Consulting, Inc IDS Group, Inc W G Zimmerman Engineering, Inc Interwest Consulting Group West Yost Associates Iteris Westberg + White Joseph C Truxaw and Associates, Inc Willdan Engineering City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov Office of the City Clerk Joan L. Flynn, City Clerk June 17, 2015 AESCO, Inc ATTN Adam Chamaa 17782 Georgetown Lane Huntington Beach, CA 92647 Dear Mr Chamaa Enclosed for your records is a copy of the fully executed "Professional Services Contract Between The City of Huntington Beach and AESCO, Inc for On Call Civil Engineering Services " Sincerely, e Joan L Flynn, CIVIC City Clerk JF pe Enclosure Sister Cities Anjo, Japan ♦ Waitakere, New Zealand