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Twining, Inc. - 2015-06-15
Dept ID 615-029 Page 1 of 2 Meeting Date 6/15/2015 r ' CITY OF HUNTINGTON BEACH .xi 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 Geosyntec 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 commended 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 Ss 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 HB -436- Dept ID PW 15-029 Page 2 of 2 Meeting Date 6/15/2015 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 achment(s) 1 Professional Services Contract between the City of Huntington Beach and Twining, Inc for On-Call Civil Engineering Design Services 2 Professional Services on tact between the City of Huntington Beach and AESCO, Inc for On-Call Civil Engineering Design Services Professional Services Contract between the City of Huntington Beach and Geosyntec Consultants, Inc for On-Call Civil Engineering Design Services H B -437- Item 15. - 2 AM AITAU" n t 1 91 PROFESSIONAL SERVICES CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND TWINING, 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 Twining, 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 to 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 1 SCOPE OF SERVICES CONSULTANT shall provide all services as described to 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 Edward M Twining, 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/surfnet/professional svcs mayor I of 11 10/12 3 TERM, TIME OF PERFORMANCE Time is of the essence of this Agreement The services of CONSULTANT are to i commence on ( (� �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 in 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/surfnet/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 fails 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 CITY or its representative shall at all times have the right to demand the original or a copy of the policy of Insurance CONSULTANT shall pay, in a prompt and timely manner, the premiums on the Insurance herelnabove required I 1 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/surfnet/professional 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 hereinabove) 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/professional svcs mayor 6 of 11 10/12 other communications will be sent by notifying the other party via personal delivery, a reputable overnight carrier or U S certified mall-return receipt requested TO CITY TO CONSULTANT City of Huntington Beach Twining, Inc ATTN Joseph Dale Attn Edward M Twining 2000 Main Street 2883 East Spring Street, Suite 300 Huntington Beach, CA 92648 Long Beach, CA 90806 17 CONSENT 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/surfnet/professional sves 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/surfnet/professional svcs mayor 8 of I] 10/12 CITY, and CITY shall not be liable 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 nonprevailing party 25 SURVIVAL Terms and conditions of this Agreement, which by their sense and context survive the expiration or termination of this Agreement, shall so survive 26 GOVERNING LAW This 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/surfneUprofessional 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/surfnedprofessionalsvcs mayor 10 Of 11 10/12 CONSULTANT, CITY OF HUNTINGTON BEACH, a Twining, Inc municipal corporation of the State of COMPANY NAME California A California Corporation 1 Ma By print r name ���(S ITS (circle one) p rant resident[Vice President Vy Clerk AND INITIATED AND APPROVED By trector of Public rks print name ITS (circle one Secreta /Chief Financial Officer/Asst Secretary-Treasurer REVIE APPROVED �kipoanager APPROVED O City Attorney agree/surfnet/professional svcs mayor I I of 11 10/12 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 Engineering& 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 I City of • " . ATwl N I N G Request for Qualifcations (RFQ) f0Y On-Call Engineering & Professional Consulting Services Geotechnical Material Testing & Inspection ��� � ! � E � lye � •- 1. • QTWINING • • • • Table of Contents • • • • • A COVER LETTER ........................................................................................................................1 • Summarizing key elements of the proposal • • B VENDOR APPLICATION FORM..................................................................................................4 • Appendix A • • PRE-QUALIFICATION FORM (EXHIBIT A) .................................................................................6 • • • • SERVICE CATEGORY................................................................................................................9 • Firm qualifications, staffing, understanding & methodology • • RESUMES................................................................................................................................15 • • • • • • • • • • • • • • February 18, 2015 • Proposal No.: 15-0129 • Jim Slobojan • Fiscal Services Manager • City of Huntington Beach • 2000 Main Street • Huntington Beach, CA 92648 • • Subject: Request for Qualifications (RFQ) for On-Call Engineering& TWINING Professional Consulting Services OFFICE Dear Mr. Slobojan, 562.426.3355 • ♦V Twining, Inc. (Twining) is pleased to present this proposal to provide • LAX geotechnical materials testing and inspection services for the City of 562.426.6424 Huntington Beach(the City). Our proposal will show that we have extensive wEB experience providing the services outlined in the scope of this contract and the twininginc.com internal resources to efficiently meet all of the City's expectations. Firm: Twining, Inc. Service Category: Geotechnical Materials Testing & Inspection • Project Manager's Office: • 2883 East Spring Street, Suite 300, Long Beach, CA 90806 • Addendum Acknowledgement: Twining has received and reviewed Addenda • 1, 2, and 3. • We have a long history of working with the City of Huntington Beach. • Twining is currently working with the City on several projects providing geotechnical engineering as well as materials testing and inspection. We are • providing services on Warner Avenue Gravity Sewer project. We recently • completed geotechnical engineering investigation and the construction testing • and observation of the Beach Boulevard sewer improvements project. We also provided geotechnical engineering third party peer review on the Ranger • Lift Station litigation. Although we do not directly provide environmental • engineering services,when such services were needed on the Heil Avenue • Stormwater Rehabilitation project, we coordinated with a trusted subcontractor • to provide these services through our existing on-call services contract • with you. We are proposing the same Twining team members who have • successfully worked with the City on these previous projects. This will provide • the City with continuity of our staff and a minimal learning curve for any new • projects assigned to Twining under this as-needed contract. • • • Corporate Headquarters 2883 East Spring Street,Suite 300,Long Beach,CA 90806 QTWINING • We have demonstrated successes on public works projects with other City and County agencies. • Twining is a proud provider of geotechnical engineering and materials testing and inspection services many public works agencies. We have successfully executed these services for numerous public works clients including the City of Long Beach, City of Garden Grove, City of Cerritos, and many more. We are proud of our work on these projects and our successes have earned ongoing work for all of these agencies. Our geotechnical laboratory technicians understand construction deadlines and design-related testing. Whether construction- or design-related geotechnical laboratory testing, our state-of-the-art geotechnical engineering laboratory is geared to provide fast, reliable test results. It is not uncommon to turn around construction-related test results for proposed import soils and engineered fill within 24 hours (sometimes less)to meet the fast-paced needs of a grading operation. We subscribe to the most • stringent laboratory certification requirements in the industry and are accredited by agencies, including • Office of Statewide Health and Planning and Development (OSHPD), Division of the State Architect • (DSA), American Association of State Highway and Transportation Officials (AASHTO) Reference Laboratory (AMRL), and U.S. Army Corps of Engineers, along with numerous cities and counties as a certified geotechnical, asphalt paving, materials testing, and inspection laboratory. Our fully-accredited geotechnical engineering laboratories are equipped to perform the standard tests needed in geotechnical engineering evaluations, including but not limited to: In situ density and moisture content Expansion Index • Atterberg limits Sand Equivalent • Sieve Analysis Cement-Treated Soil Mix Designs Maximum Dry Density Soundness • Direct Shear R-Value • Consolidation Twining has been at the forefront of soils and materials testing for over a century. With our state-of- the-art equipment and conveniently located laboratories, we are able to perform the necessary testing • on projects throughout California. We maintain a rigorous training program for our experienced staff • of testing technicians, and are recognized by numerous agencies including Caltrans, Army Corps of Engineers, American Association of State Highway and Transportation Officials (AASHTO), Cement and Concrete Reference Laboratory (CCRL) and International Accreditation Service, Inc. (IAS) along with many cities and counties. Our expert professionals continue to work with Caltrans to define effective applications of construction materials for roadway projects and revise standard specifications for proportioning concrete for pavements and other elements of transportation infrastructure. Our • 2 • AT W I N I N G • • • • • • • clients depend on us to reliably deliver services that strictly follow Green Book and Caltrans and FHWA • regulations. We are proud of our legacy of delivering high-quality services that subscribe to all applicable • standards. • We would like to thank you for inviting us to present this statement of qualifications. Should you have • any questions related to this submittal, please contact Edward (Ed) Twining, Jr., CEO, at 562.426.3355 or • btwining@twininginc.com, or Paul Soltis, Vice President, at 562.426.3355 or psoltis@twininginc.com. • Sincerely, • Edward M. Twining Paul Solits, PE 56140, GE 2606 • CEO Vice President, Geotechnical Operations • Authorized to bind the firm Proposed Project Manager • • • • • • • • • • • • • • • • • s • 3 • • AT W I N I N G • • SECTION B • • Vendor Application Form • REQUEST FOR PROPOSAL • VENDOR APPLICATION FORM • • TYPE OF APPLICANT: ❑ NEW ® CURRENT VENDOR • • • Legal Contractual Name of Corporation: Twining. Inc. • Contact Person for Agreement: Edward M. Twining • • Corporate Mailing Address: 2883 Fast Spring Street, Suite 300 • City, State and Zip Code: Long Beach CA 90806 • • E-Mail Address: BTwiningga.twininginc.com 0 Phone: 562.426.3355 Fax: 562,426,6424 • • Contact Person for Proposals: Edward M. Twining • Title:CEO E-Mail Address: BTwining641wininginc.com • Business Telephone: 562.426.3355 Business Fax: 562.426.6424 • 0 Is your business: (check one) • • ❑ NON PROFIT CORPORATION © FOR PROFIT CORPORATION • Is your business: (check one) • • © CORPORATION ❑ LIMITED LIABILITY PARTNERSHIP ❑ INDIVIDUAL ❑ SOLE PROPRIETORSHIP• • ❑ PARTNERSHIP ❑ UNINCORPORATED ASSOCIATION • • • 0 4 • QTWINING i • law • • SECTION B • • Names& Titles of Corporate Board Members (Also list Names & Titles of persons with written authorization/resolution to sign contracts) • • Names Title Phone • Robert M. Ryan President 562,426,3355 • Steven D. Schiffer Vice President 562.426.3355 • • • • • • • Federal Tax Identification Number: 952040084 • City of Huntington Beach Business License Number: A10324 • (If none, you must obtain a Huntington Beach Business License upon award of contract.) • City of Huntington Beach Business License Expiration Date: 07.31.2015 • • • City Of Huntington Beach Business License • Business Name/Service Address License Number A010324 • TWINING LAB OF SO CALIF • E � • License Type Effective Date 08/01/2014 • Professional/Other Services Expiration Date 07/31/2015 • I VehicleLic# CATWINING Owner/Corporation �; F,;/� " ' r • TWINING LAB OF SO CALIF • THIS LICENSE IS ONLY FORTHE BUSINESSAND Amount Paid $92.64 • TYPE SHOWN. IT IS FOR THE PERSON TO WHOM • ISSUEDAND IS NON-TRANSFERABLE. RENEWAL IS SIC 7349 DUE ON OR BEFORE THE EXPIRATION DATE. POST IN PUBLIC VIEW • • • 5 • • QTWINING • • SECTION C • • Pre-Qualification Form • EXHIBIT A: PRE-QUALIFICATION FORM • ON-CALL ENGINEERING&PROFESSIONAL CONSULTING SERVICES • SERVICE CATEGORIES PROPOSING? Y/N (circle •• one) • A. Civil Engineering Yes/(S B. Ocean Engineering Yes • C. Development Plan Checking and Entitlement � Yes'�_J Review Services • • D. Survey Yes E. Traffic Engineering Yes • F. Water Yes • • G. Geotechnical Materials Testing and Inspection (!es/No • H. Architectural Services Yes/(�O) • nitial) Consultant is willing to execute the Agreement as drafted (See Appendix B). • �tial) Consultant is able to provide the insurance as required (See Appendix C). • • Firm Name: Twining,Inc. . Firm Address: 2883 East Spring Street, Suite 300, Long Beach, CA 90806 Signature: , Date: 2.18.15 . 6 • AT W I N I N G • • SECTION C • • Client#:9733 TWINING[ • ACORD. CERTIFICATE OF LIABILITY INSURANCE MTE IMM pDMYY, 2/02/2015 • 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 REPRESENTATNE OR PRODUCER,AND THE CERTIFICATE HOLDER. • IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endowed.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 endomement(s). PRODUCER NAME: Nancy James Edgewood Partners Ins.Center 415 356-3951 415 284-995 ik�ancy.james@epicbrokem.com . 4 ac.xo: • Lic#OB29370(415)356-3900 aoo°riFss: nancyjames@epicbrokem.com 135 Main Street,21th Floor • INSURERS AFFORDING Cpa 3NAICA 7 San Francisco,CA 94105 INSURER A:Lexington Insurancee Coompanyny 19437 • INSURED INSURER B: Twining,Inc. P.O.Box 47 wsuRER c: • Long Beach,CA 90801-0550 INSURER D: INSURER E: • COVERAGES INSURER F: 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, • EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID y EC�LAIMS. LTRR TYPE OF INSURANCE In B POLICY NUMBER MMNOYEFF MMUCM1a)WYYY LIMITS • GENERAL UJUNUTY �EAACCHH�OECCURqFUTICE S RtEMISE COMMERCIALGENER&IJAMUTY S EaMA. S • CWMSMAOE ❑OCCUR NEDEXPIA om,Fmonl S • PERSONALSADVINJURY S GENERAL AGGREGATE S • GENLAGGREGATEUMMAPPUESPER: PRODUCTS-COMPADPAGG S PMICY PR0. LOC S AUTOMOBILE LNBRnY COMBINED SINGLE LIMIT • ewY INQ S ANY AUTO BODILY INJURY[Per pelem) E AU OS SCHE°ULED • �Tps AON-O WDILY INJURY IParaapOMl s HIRED AUTOS AUTOS My PROPEE p1DAfAAGE s • s YMBREl1AUAB OCCUR AGGREGATE S • EXCESS LIAR CIAIMS-MPDE gGGREGATE i OED I I RETENTIONS S • WORKERS COMPENSATION WC STAT4 OTF4 AND EMPLOYERS UABIIfTY ANY PROPRIETORIPPRTNER,EXECUTIVE YIN EL EACH ACCIDENT S • OFFICERAIEMBER EXCLUDED? NIA (Mandlatm In NH) ELDISEASE-EAEMPLOYEE S IIMY (I—IRP[mar DESCRIPTION OF OPERATIONS ONRx EL DISEASE-POLICY LIMIT f • A Professional Ljab 024174887 2101/2015 02/0112016 Per Claim:$2M "Claims Made" Annual Aggregate:III • DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES IAaMI ACORD 101.Adtllawl Ramvq ECMOule,If man eMcaY rpWt") • Cancellation:30 days/10 Days Notice for Non4EaymenL Evidence of Insurance-Twining,Inc. • • • CERTIFICATE HOLDER CANCELLATION • For Proposal Only SHOULD 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 • IS 1988-2010 ACORD CORPORATION.All rights reserved. • ACORD 25(2010105) 1 oil The ACORD name and logo am registered marks of ACORD #S3619371M361746 KKAN1 • • • 7 • QTWINING • • • SECTION C • A�a CERTIFICATE OF LIABILITY INSURANCE vznols • 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(ies)must be endorsed. 8 SUBROGATION IS WAIVED,subject to • the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement a. PRODUCER CONTACT • Dealey,Renton&Associates PHONE FAX P.O.Box 10550 • Santa Ana CA 92711-0550 E#IAIL INSURERSAFFORDINGCOVERAOE NAICa • INSURER A:TraVeleB rO CasualtyCo of 25674 INSURED INSURER B:COmmerce&Industry Ins.Co. • Twining,Inc. INSURER C: PO BOX 47 • Long Beach CA 90801 INSURER D: INSURER E: • INSURER F: COVERAGES CERTIFICATE NUMBER:314474880 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 BY PAID CLAIMS. TYPE OF POLICY EFF PCJCY UP LTR INSD yJVO POLICY NUMBER MN NY LIMITS • A X COMMERCIAL GENERALUNIMUTY 6301EOT7O52 112015 211=115 EACH OCCURRENCE $1,000.000 MAIMS-MADE ❑X OCCUR RREMISES Me doompandeal E30Q000 • MED UP(Any one persani E5,000 • PERSONAL S ADV INJURY $1.000.000 GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2.000.000 • POLICY E]JPM' �LOC PRODUCTS-COMPIOP AGG $2,000,000 OTHER: E • A plllONoeILE LUBILm 8101 E074049 VU2015 211=16 amderi E1,000,000 Ix ANY AUTO BODILY INJURY(Par parson) S • UTOSM� SCHEDULED (Pa am) E BODILY INJURY ettH HIRED AUTOS X ptOMNOASNMEO emMen S • E • A X UMBR U X ELLR B OCCUR CUPIEN7052 112015 V112016 EACH OCCURRENCE E9,000,000 EXCES9 DAB CLAIMEMADE AGGREGATE E9,000,000 • Der RETENrIONE I E B VAIRKER8 COMPENSATION WC0698626M 21112015 V112016 PER ' AND EMPLOYERS'LMINUTY X STATUTE • ANY OFF PRRMRM9ERIPARTNEERIE ECUOVE YIN NIA E.L.EACH ACCIDENT E1,000,000 (Mandatory In NH) E.L.DISEASE-EA EMPLO E1,000,D00 • II es,EescAee under DE SCRIPTIONOFOPERATIONSEebw E.L.DISEASE-POLICYLMIT 1$1,000,000 • • DESCRd"ON OF OPERATIONS I LOCAAONS I VEHICLES(ACORD 101,Additional Ramm sSchedule,may be tlMched K mom span H reAulred) • General Liability policy excludes claims arising out of the performance of professional services. • • • CERTIFICATE HOLDER CANCELLATION 30 Day/10 Day Notice for Non-Payment • SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN• For Proposal Only ACCORDANCE WITH THE POLICY PROVISIONS. • AUTHORIZED REPRESENTATIVE • ©1988-2014 ACORD CORPORATION. All rights reserved. • ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD 0 8 • QTWININ , • • • SECTION D Key Personnel & Staffing • Twining's expertgeotechnical team is local and available for use on the City's upcoming • projects. We have provided detailed resumes for our proposed staff at the end of this • package. • • F�.11.114E�Q � • • PROJECT • • • 'RECORD PAVEMENT SPECIALIST Paul Soltis, PE, GE Dr. Amir Ghavibazoo • With over 20 years of experience as a project manager Dr. Ghavibazoo has substantial knowledge and Geotechnical Engineer of Record, Paul Soltis will of asphalt pavements materials, pavement • provide technical direction for all of the City's projects. management & rehabilitation methods, and . Mr. Soltis will oversee the project team and ensure pavement evaluation. He has significant • that our services are provided in a comprehensive and experience on different asphalt mix designs seamless manner. including rubberized asphalt mixes and cold • in-place recycling mixes. Dr. Ghavibazoo is our • dedicated pavement engineer for this contract, and • PROJECT ENGINEER his responsibility will be to provide pavement mix • Dr. Andres Bernal, PE, GE design services for this contract. • Dr. Bernal's primary responsibility will be assisting Mr. Soltis in facilitating the City's project. Dr. Bernal has • already managed several projects for the City, and will • apply this knowledge and understanding to every project • he assists Mr. Soltis with during the on-call contract. • • OVER INSPECTORS• Twining assigns multi-certified inspectors whenever • possible to ensure that the cost of our service is as low • as possible. By dispatching multi-certified inspectors to your project, your we help ensure the inspection budget • remains low because our inspectors are able to provide • quality control on a number of tasks. • • 9 • i • TT A T w I N I N G • SECTION D • References • • City of Huntington Beach, Sunset Beach Water Main Project • Twining provided field density testing of the compacted trench backfill soil, of the proposed pavement • subgrade soil, base course, and of the asphalt. In addition we also provided laboratory testing of the soil . and base material, asphalt and concrete. • Project Manager: Dr. Andres Bernal, PE, GE I Project Duration: February 2014- June 2014 • Reference: Lily Hernandez, PE, Civil Engineering Assistant, City of Huntington Beach E: Hernandez@surfcity-hb.org I T. 714.374.5386 • City of Huntington Beach, Phase 1 ESA for Heil Ave. Storm Water Rehabilitation, CC-1293 During Phase 1 Twining utilized a sub-consultant to assist with preparing the environmental site • history report for the City. Our report documented the authorized/required scope of services,the • performance of the work. We also provided a discussion on potential and existing contamination • sources and the relevant and appropriate conclusions and recommendations regarding Twining's • evaluation of the likelihood of contamination on the subject property. • Project Manager: Dr. Andres Bernal, PE, GE I Project Duration: August 2014 • Reference: Jim Wagner, PE, Project Manager, City of Huntington Beach E: JWagner@surfcity-hb.org I T. 714.536.5467 City of Long Beach, Studebaker Road Street Rehabilitation • Twining provided asphalt concrete coring and subgrade testing services. We provided coring of asphalt • at six locations and recovered native subgrade materials from two different locations. During our site • visit, we provided a pre-evaluation of the pavement surface and marked the coring location. The lift • thickness of each layer was recorded as well as the type of material encountered. After all samples • were collected from the field, we performed laboratory testing. These tests included R-value, in-place moisture, atterberg limits/plasticity index, and sieve analysis with wash for soil classifications. We then • issued a final report to the City summarizing our findings. • Project Manager: Dr. Amir Ghavibazoo I Project Duration December 2014-January 2015 • Reference: Onofre Ramirez, Project Engineer, City of Long Beach • E: Onofre.Ramirez@longbeach.gov, I T: 562.570.6183 City of Garden Grove, Cold Recycling 2012 Project Twining performed a soil-stabilization mix design using eight percent cement. Our recommendation increased the strength of the blended materials and provided a firm, non-yielding surface for asphalt • concrete pavement to be constructed. The City of Garden Grove saw considerable cost savings by • following Twining's recommendation. • Project Manager: Paul Soltis, PE, GE I Project Duration: July 2012-August 2012 • Reference: Robert Moungey, Project Manager, City of Garden Grove • E: robertm@ci.garden-grove.ca.us I T. 714.741.5349 • • 10 • S • ATWINING t • SECTION D • ! Methodology & Approach • Twining is well known for our abilities to provide construction-related services that pertain to materials testing and inspection and geotechnical engineering. Re often • trusted to take over the responsibility as Geotechnical Engineer of Record just prior to • construction because of our trustworthiness in construction support. Our well-known • abilities in construction-related geotechnical engineering support are also what make us • best suited to provide design-related geotechnical engineering support. • We understand how design recommendations Task 4—Perform Engineering and Geologic • translate to the development of construction Analyses • drawings and actual field implementation of Task 5—Prepare a Geotechnical Report • geotechnical requirements. On this basis,we focus The remainder of this section provides a • on making our geotechnical subsurface investigation description of each of the above tasks and our • reports clear and concise and commit to working approach to complete the tasks. with the design team right up until construction. • This practice ensures clarity and practicality in Task 1 -Review Background Information a our geotechnical-design recommendations,which Twining reviews available geotechnical ultimately manifests in more accurate construction investigation reports and any other geotechnical • bidding and less change orders and delays during information prepared for the site and provided to • construction. Our approaches to design-and us by you, if available. We will also draw on our • construction-related work are presented separately; own experience in Huntington Beach and review however,we truly understand the intimate historic aerial photography and topographic maps • connection between the design and construction as well as available published and unpublished phases of a successful project. geologic literature contained in our files, including • Design Related Geotechnical Engineering publications prepared by the California Geological 0 Services Survey and the United States Geological Survey. • When the need for geotechnical design-related Task 2-Coordinate and Perform Field services arises at the City, we will provide you with Exploration • a detailed proposal for execution of the specific Twining conducts a field reconnaissance to project requirements. Based on our experience mark the locations of our planned subsurface • and understanding of the projects that occur in the explorations. We meet with the City to review the • City of Huntington Beach, we anticipate the need locations in the field to help mitigate the potential • for the following general scope of services that are to encounter buried objects or utilities. As required related to design support(i.e., geotechnical site by law, we will notify Underground Service Alert • investigations). (USA)of the proposed subsurface exploration Task 1 —Review Background Information locations at least 48 hours prior to drilling so that conflicts between the proposed locations Task 2—Coordinate and Perform Field Exploration and publicly-owned underground utilities can be Task 3 —Perform Geotechnical Laboratory Testing identified. As directed by the City, we will also 11 0 QTWINING • SECTION D • . utilize ground penetrating radar(GPR)to further appropriate setbacks from the fault traces will be • verify utility locations. Our field exploration may recommended. • consist of truck-mounted drilling, hand augering, With the implementation of storm water machine- or hand-excavated test pits, or a requirements on projects in Southern California, • combination of these efforts depending on specific Twining can perform analyses and testing to • project requirements. Additionally,we can provide evaluate the feasibility of allowing stormwater S Cone Penetration Testing(CPT) as needed. infiltration at specific sites. • The field exploration programs will be supervised Task 3—Perform Geotechnical Laboratory Testing • by a Twining engineer or geologist who will Samples obtained from the exploratory borings • log the surface and subsurface conditions are transported to Twining for observation and • encountered, and obtain driven and bulk samples testing. Laboratory tests are performed on selected for laboratory observation and testing. Drive samples obtained from the borings to aid in the • samples are typically collected at approximately classification and to evaluate the engineering 5-foot intervals within the borings using either properties of the subsurface soils. Typically, the • a Standard Penetration Test(SPT) sampler or laboratory tests include following, depending on California Modified sampler. Twining conducts project needs: drilling and sampling in general accordance • with applicable American Society of Testing and Moisture and density Materials (ASTM) standards. At the completion Soil classification testing including#200 wash of the drilling, we will transport the soil samples sieve and Atterberg limits • Direct shear to our laboratory. Immediately upon completion • Consolidation of drilling and sampling, the borings will be • backfilled with soil cuttings derived from the Expansion index 10 borings, or backfill may be performed using grout R Value and CBR • and/or bentonite chips as needed. Upon completion r bity Permeeaab of the exploration, the locations will be patched Permeability and repaired so that the original site conditions are Maximum dry density-optimum moisture restored to the City's satisfaction. content Surface mapping in hillside areas will be The exact quantities and types of tests depend performed by a Twining geologist, recording the on the material types encountered during our • types of surficial materials exposed at the site, subsurface exploration and the specific project • the locations of contacts among different material requirements. types, the attitudes of bedrock features such Task 4— Conduct Engineering Analyses • as bedding and foliation, and the presence and The results of our field exploration and geotechnical • character of discontinuities such as faults,joints, laboratory tests are evaluated and engineering • or slip surfaces. Where exploration is necessary analyses are performed in order to provide within designated Earthquake Fault Zones, fault geotechnical recommendations for the design and trenching or other appropriate exploration will construction of the proposed project. Typically,the be performed in accordance with the California following engineering analyses are performed: • Building Code. Where active faults are identified, Evaluation of general subsurface conditions • 12 F QTwIN SECTION D and description of types, distribution, and site earth materials engineering characteristics of subsurface Task 5—Prepare Geotechnical Report materials at the site After the laboratory testing and engineering analyses • Evaluation of geologic hazards, including site are complete,a report is prepared to summarize the seismicity, liquefaction and seismic settlement data collected and present our findings,conclusions, potential, and preliminary recommendations and geotechnical recommendations for design and ' for appropriate mitigation measures, if preliminary geotechnical data and recommendations • necessary within 10 calendar days of completion of the field • Evaluation of historic earthquakes in region and we will provide a final report typically within 15 • with magnitudes and distance from site to working days of completion of the field work.The . epicenter report includes the following: • Evaluation of current and historical Site location map groundwater conditions at the site and potential Project Information impact on design and construction Boring location map and logs of borings that • Evaluation of the seismic design parameters in include summarized laboratory testing results accordance with the 2013 California Building using the computer program gINT • Code for use in structural design Soil classification of the soil materials • Evaluation of surficial and deep-seated slope encountered in accordance with the Unified • stability Soil Classification System (USCS) • Evaluation of the feasibility of using on-site Seismic Evaluation summary with Seismic soils for foundation and fill support Zone Coefficients and Soil Profile per CBC • Development of general recommendations 2010 requirements for earthwork, including site preparation and Review/summary of field and laboratory test excavation requirements, requirements for procedures and data placement of compacted fill, and site drainage Geotechnical recommendations for design and • Recommendations for suitable building construction of foundations and grading foundation systems,retaining wall foundations, • a We strive to prepare reports that are clear and and provision of allowable bearing capacities, associated settlement estimates, and lateral concise. As needed, we present the City with pressures and resistances a draft version of our completed report for 0 • Recommendations for appropriate in review and comment by the project team so that rates for on-site soils for use by the civil recommendations can be"fine-tuned" if needed. engineer in design of on-site storm water Based upon our experience on construction storage systems projects with several strict governing agencies, . • Evaluation of expansion potential and, if we are able to identify the common areas of a needed, recommendations to mitigate the confusion that potentially lead to obstacles during potential impact of expansive soil conditions on construction and propose to work with the City to 0 the proposed project develop plans and specifications. Our geotechnical 0 Recommendations for vehicular pavement engineer carefully reviews all aspects of the sections including rigid and flexible sections design and collaborates with the design team Evaluation of the corrosion potential of the on- 13 AT W I N I N G SECTION D to develop the most cost-effective, sustainable the City contact information for our proposed 0 recommendations. Finally, during the course of the project manager, Paul Soltis, GE, who can be construction process, our engineers are available reached on his cell phone during on and off hours to the City's team to answer questions or make as needed. In general, Twining will provide the i suggestions as needed. following services during construction as it relates All services would be performed in accordance to geotechnical engineering: with the California Building Code, City of • The Twining engineer will review project • Huntington Beach, or State/Caltrans requirements, plans and specifications with field technician . as needed. Twining will provide five copies of to ensure proper execution of the project • the report wet signed and sealed by a licensed requirements; geotechnical engineer. • The field technician will perform continuous Construction-Related Geotechnical Services observation and testing of fill placement as • We will review the project plans and specifications required by the California Building Code and the project geotechnical report in detail to and provide a daily report to the City field representative that outlines the work done and prepare a cost estimate of the anticipated services any discrepancies or non-conformance with for each specific project. If the geotechnical report respect to project requirements so that they can 10 is prepared by others, we will review the report re re tracked and resolved efficiently; and provide a letter stating that Twining will be assume the responsibility of geotechnical engineer The field technician will collect samples of of record for construction and accept and be soil being used or proposed for use as fill responsible for the recommendations provided in so that appropriate laboratory testing can be • the report. performed (maximum dry density/optimum moisture content relationships, expansion Our typical approach includes the involvement of index, soil classification, sand equivalent, • the responsible Twining engineer at the beginning, R-value testing, etc); middle and end of the project. This involvement The engineer will review laboratory testing has proven to be invaluable on most projects for results and provide necessary information to the following reasons: (i)pre-grade meeting with field technician directly and follow up with test the City and the grading contractor will bring results to the City for review and approval; to light any questions or ambiguities about the The field technician and engineer will • grading requirements prior to the start of grading periodically meet at the site to ensure testing so that delays related to geotechnical issues are and observation requirements are being met; • mitigated; (ii)questions that arise during grading and and foundation construction regarding changed The engineer and support staff will prepare conditions are addressed promptly and efficiently a final geotechnical report that summarizes in the field by the Twining engineer; and (iii) the work done during construction, including periodic oversight by the engineer consisting of all test results and a statement regarding review of daily field reports and site visits ensures compliance with the project geotechnical accuracy of the work being done and expedites the requirements and all applicable federal, state final report process. and county codes. Twining will provide you with a 24/7 contact for all dispatch requests. Additionally,we will provide 14 • QTWINING • • • RESUMES • • • Paul Soltis, PE, GE ► Project Manager • • Paul Soltis, PE, GE brings over 20 years'technical expertise to Twining. His experience • includes geotechnical investigations and analyses relative to the development ofhealth • care, residential, commercial, and public-use facilities, including transportation, landfill, • bridges,port and harbor, major hospitals and water resource facilities.As geotechnical • operations director, Mr. Soltis is responsible for the technical oversight of the ftrm's • geotechnical-construction projects and management of the firm'sgeotechnical personnel. Professional Experience • City of Huntington Beach,Beach Boulevard Sewer Improvements �' This project extended from Slater Avenue to Ellis/Main along Beach • Boulevard. The City installed 5,400 feet of 8" sewer line in Beach • Boulevard and 350 feet of 12" sewer line in Ellis Avenue. The City • ❑� initiated the project to increase sewer capacity to accommodate future • _ developments along Beach Boulevard. Mr. Soltis served as Project • Scan this code for a video Manager. His responsibilities included reviewing all background of Paul Soltis discussing information, coordinating the performance of field exploration, • using Crushed Base in • Asphalt Pavements. reviewing laboratory test results, and preparing a final written • geotechnical report. • Education City of Huntington Beach,Beach Boulevard Water Main • MS, University of Colorado, Extension This project eliminated dead-end water mains by providing Boulder, CO, 2000 looped water mains. The newly looped water mains provided adjacent customers/subdivision tracts a redundant water supply, which • BS Civil Engineering,California increases the distribution system reliability. A combined 1,150 linear . Polytechnic State University, feet of 12-inch diameter pipelines were installed for this project. . San Luis Obispo, CA, 1993 As project manager, Mr. Soltis oversaw the materials testing and Current Licenses Held geotechnical engineering services provided for this project. This • Professional Engineer, Civil, included providing the City with a final report for field and laboratory 40 CA, 56140 compaction testing, certifying that the work done for this project was • Registered Geotechnical in accordance to ASTM D 1557. • Engineer, CA, GE 2606 City of Huntington Beach,Adams Ranger Lift Station Evaluation Mr. Soltis was tasked by the City to provide third party review of • the Ranger Lift Stations geotechnical conditions to determine the cause of caving of the sidewalls. He coordinated field observation and ` laboratory testing to determine if the original geotechnical report was • accurate. • ATWINING t • • RESUMES • Andres Bernal, PhD, PE, GE • • ► Assistant Project Manager ' Andres Bernal brings over 11 years of experience to Twining. His professional experience • includes soil mechanics and foundations, soil reinforcement,geosynthetics,pile design and . driving analysis, slope stability, soils exploration, soil and materials testing, liquefaction • analysis, and geotechnical department oversight. Mr. Bernal also has experience in • geotechnical and construction projects for commercial, residential, military, educational • and industrial facilities including technical and laboratory oversight and supervision of staff and personnel. • Project Experience • City of Huntington Beach, Phase 1 Environmental Site History • 105 1 du for Heil Avenue Storm Water Rehabilitation Project The City of Huntington Beach is proposing to purchase a.32-acre portion of • land to construct a new pump station. Dr. Bernal coordinated with a • sub-consultant to assist with preparing the environmental site history • or 21%12a , report for the City. His report documented provided a discussion Scan this rode a video f on potential and existing contamination sources and the relevant of Dr.Andres Bernal and appropriate conclusions and recommendations regarding his • discussing Pile evaluation of the likelihood of contamination on the subject property. . Foundations. City of Huntington Beach, Sunset Beach Water Main & Pavement • Education Replacement This project included the construction of approximately • Ph.D. Geotechnical 1,200 lineal feet of 12-inch and 6-inch buried pipe within seven • Engineering, 1996, Purdue alleys in the Sunset area of Huntington Beach. As project manager, + University, Indiana Dr. Bernal oversaw all construction related materials testing services Master of Science, Civil during this project. He reviewed all field reports and laboratory Engineering, 1993, testing, signing off on all before submitting the results to the City. In • Purdue University, Indiana addition, Dr. Bernal reviewed all monthly invoicing, notifying the City 0 Bachelor of Science, Civil if any deviations occurred. . Engineering, 1986, San Gabriel Trench Project The 2.2-mile San Gabriel Trench grade • Escuela Colombiana de separation project will result in the lowering of a 1.4-mile section Ingenieria, Bogota, Colombia of Union Pacific railroad track in a trench through the City of San • Gabriel with bridges constructed at Ramona Street, Mission Road, • Current Licenses Held Del Mar Avenue and San Gabriel Boulevard, allowing vehicles and • California Registered Civil pedestrians to pass over the tracks. The rail line will return to grade . Engineer, PE 62366 east of San Gabriel Boulevard, which would need to be raised less California Registered than 2 feet because of track elevation. Dr. Bernal is serving as Project Geotechnical Engineer, GE 2715 Manager. AT w l N I N G • • • RESUMES • • Amir Ghavibazoo, PhD ► Assistant Project Manager Mr. Ghavibazoo has substantial knowledge ofAsphalt Pavements Materials, Pavement . Management &Rehabilitation methods, and Pavement Evaluation. He has significant i experience on different as mix designs including rubberized asphalt mixes and cold • in place recycling mixes. During his graduate studies, he focused on the characterization • of asphalt pavement materials and mix. He has extensive experience conducting in- depth research and analysis of many aspects of pavement materials engineering. His • experience includes developing mix designs and grading asphalt binders using the PG • grading system. Additionally, he is has experience with advanced performance testing i to analyze a pavement's resistance to permanent deformation,fatigue cracking, thermal • cracking, and moisture damage. He is also familiar with predicting long term pavement 40 performance by conducting mechanistic-empirical pavement analysis. • Project Experience LADPW, 59th Street,Los Angeles County, CA: This project 40 included the repaving of road by recycling the existing asphalt and • cement, and stabilizing the base or subgrade. Laboratory testing ` was conducted on sampled cores and subgrade samples, which • were provided by the County in order to provide the County with a custom mix design. These mix designs were performed in accordance • Scan this code for a video with Caltrans designs procedures, and all testing and inspections ofAmir Ghavihazoo were performed by an LA City or County of Los Angeles certified • discussing Rubberized Inspector. Mr. Ghavibazoo served as Pavement Engineer for this . Hot Mix Asphalt. project which consisted of mix designs for Cold Central Plant • Education Recycled Asphalt and Cement Stabilized Pulverized Base. PhD Civil Engineering, 2013 LADPW, 124th Street,Los Angeles County, CA: This project • North Dakota State University, included the repaving of road by recycling the existing asphalt and • cement, and stabilizing the base or subgrade. Laboratory testing Fargo,ND • was conducted on sampled cores and subgrade samples, which • MSc, Railways Engineering, were provided by the County in order to provide the County with a • 2009 custom mix design. These mix designs were performed in accordance a Iran University of Science & with Caltrans designs procedures, and all testing and inspections Technology, Tehran, Iran were performed by an LA City or County of Los Angeles certified BSc., Industrial Engineering, Inspector. Mr. Ghavibazoo served as Pavement Engineer for this 2006 Amirkabir University of project which consisted of mix designs for Cold Central Plant • Technology, Tehran, Iran Recycled Asphalt and Cement Stabilized Pulverized Base. • 0 • QTWINING • • RESUMES • • • Eddie Ornelas ► Soils Technician s • Mr. Ornelas has more than 14 years of experience as a special inspector. He specializes in • soils testing and concrete inspection. Mr. Ornelas has performed field technician services • for the City of Huntington Beach on several projects , including the WarnerAvenue • Gravity Sewer project and Sunset Beach Water Main &Pavement Replacement project. 46 Education Project Experience • Bachelor of Art, Finance City of Huntington Beach,Phase 1 Environmental Site History • California State Polytechnic for Heil Avenue Storm Water Rehabilitation Project The City • University, Pomona of Huntington Beach is proposing to purchase a .32-acre portion of • land to construct a new pump station. Mr. Ornelas served as field Current Licenses Held technician for this project, performing field exploration and sampling ACI Concrete Field Testing services for the geotechnical investigations report. He submitted his • Technician Grade I #01136944 findings to the project manager for inclusion in the final report. • ICC Soils#4141051073 City of Huntington Beach,Beach Boulevard Sewer Improvements • Long Beach Driven Pile#D1098 This project extended from Slater Avenue to Ellis/Main along Beach • Twining Soils Inspector#14924 Boulevard. The City installed 5,400 feet of 8" sewer line in Beach Boulevard and 350 feet of 12" sewer line in Ellis Avenue. The City TWIC initiated the project to increase sewer capacity to accommodate Nuclear Gauge Operator future developments along Beach Boulevard. As a soils technician Training for this project, Mr. Ornelas performed field exploration services. He • submitted a daily field report to the project manager for review and • inclusion into the final geotechnical report. • Headworks Replacement P2-66—Plant No.2, Huntington • Beach This project consisted of design and construction of a new • underground centrifuge sludge co-thickening system, replacement • of the existing belt press sludge dewatering system with a centrifuge • sludge dewatering system, and replacement of existing solids area odor control systems. The scope of geotechnical investigation • included: geologic literature review, field exploration, laboratory • testing, engineering analyses and report preparation. Mr. Ornelas • served as an inspector on this project,providing soils testing. • • • i 0 TwiNINc RESUMES 0 • • Jarrod Martin ► Soils Technician • Mr. Martin has over ten years of experience as a soils technician. His past projects have included hospitals, schools, retail, and mixed-use structures. As a multi-certified . inspector, Mr. Martin is one of Twinning's top inspectors, often taking the role of Lead Inspector, as required by the project 0 Current Licenses Held Project Experience 0 ACI Aggregate Testing City of Huntington Beach, Phase 1 Environmental Site History Technician Level 1 #00139047 for Heil Avenue Storm Water Rehabilitation Project The City of ACI Concrete Field Testing Huntington Beach is proposing to purchase a .32-acre portion of land ` Technician Grade 1400139047 to construct a new pump station. Mr. Martin served as field technician 0 ACI Concrete Laboratory for this project,performing field exploration and sampling services for Testing Technician Level 1 the geotechnical investigations report. He submitted his findings to #00139047 the project manager for inclusion in the final report. ACI Concrete Strength Testing City of Huntington Beach,Beach Boulevard Sewer Improvements • Technician #00139047 This project extended from Slater Avenue to Ellis/Main along Beach a Boulevard. The City installed 5,400 feet of 8" sewer line in Beach ICC Master of Special Boulevard and 350 feet of 12" sewer line in Ellis Avenue. The City Inspection#5289397-MI initiated the project to increase sewer capacity to accommodate 0 ICC Reinforced Concrete future developments along Beach Boulevard. As a soils technician 0 #5289397-49 for this project, Mr. Martin performed field exploration services. He 0 ICC Spray-Applied Fireproofing submitted a daily field report to the project manager for review and #5289397-86 inclusion into the final geotechnical report. ` ICC Structural Masonry Headworks Replacement P2-66 Plant#2, Huntington Beach This 0 #5289397-84 project consisted of design and construction of a new underground centrifuge sludge co-thickening system, replacement of the existing ICC Structural Masonry UBC belt press sludge dewatering system with a centrifuge sludge #5289397 dewatering system, and replacement of existing solids area odor ICC Structural Steel and Bolting control systems. The scope of geotechnical investigation included: #5289397-S1 geologic literature review, field exploration, laboratory testing, ICC Structural Steel and engineering analyses and report preparation. Mr. Martin served as an 0 Welding#5289397-85 inspector on this project. ICC Structural Welding #5289397-S2 • QTw1NING • • RESUMES • • • James Aguirre ► Soils Technician • Mr.Aguirre is currently our Lead GeotechnicalInspector. With over 7 years of • experience, he has provided soils inspection services on water projects of various sizes. • Mr.Aguirre recently completed serving as soils technician for several projects under an • as-needed contract with the Long Beach Water Department. • Current Licenses Held Project Experience ACI Concrete Field Testing Long Beach Water Department, Long Beach Our firm is providing Technician Grade I #01103010 on-call geotechnical engineer services to Long Beach Water ICC Prestressed Concrete Department for various improvement projects. Projects include site • #8020481-92 reconnaissance/feasibility studies, subsurface explorations, laboratory • testing, construction quality assurance/compaction control, foundation • ICC Reinforced Concrete design, dewatering, slope stability analyses, liquefaction evaluation, #8020481-48 seismic studies,material sources evaluation, and post-construction ICC Structural Masonry monitoring. Mr. Aguirre served as an inspector on several projects, #8020481-84 providing soils inspection services. ICC Soils #8020481 Headworks Replacement P2-66 Plant#2, Huntington Beach This • Nuclear Gauge Operator project consisted of design and construction of a new underground • OSHA 10hr Training centrifuge sludge co-thickening system, replacement of the existing belt press sludge dewatering system with a centrifuge sludge • Twining Scissor Lift Operator dewatering system, and replacement of existing solids area odor • Twining Scaffold User control systems. The scope of geotechnical investigation included: • Twining Highway Worker geologic literature review, field exploration, laboratory testing, • engineering analyses and report preparation. Mr. Aguirre served as a • soils technician on this project. His responsibilities included providing • the project inspector with a daily field report of his findings, and • notifying the project manager of any irregular results. • Port of Long Beach—HD-S2259 Middle Harbor,Phase 1,Stage 1, • Long Beach During construction Phase 1 of this project the existing • Pier container terminal was renovated, Slip 3 was widened and deepened; 2 acres of Slip 1 were filled. The Phase 2 improvements • include connecting the Pier E terminal to the Pier F container terminal • by creating new land, expanding the on-dock rail yard from 10,000 • linear feet to 75,00 LF. Phase 2 will also include the creation of one • consolidated 304-acre container terminal, which includes 55 acres of • newly created land. Mr. Aguirre served as an inspector on this project. • • 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 Billm 1 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 3 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 5 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 Exhibit B WI N I N G Schedule of Fees 2014 - 2015 NOTE Rates will be adjusted annually each July ist to reflect increased costs Personnel Rates Per Hour Unless Otherwise Noted Task Task Code Engineering and Consulting Personnel Rate Code Non-Destructive Testing Personnel Rate 10026 Senior Principal Advisor/Consultant $ 24500 10401 NOE Ultrasonic Testing Technician $ 9600 10001 Principal Engineer/Geologist $ 16500 10403 NDE Magnetic Particle Testing Technician $ 9600 10017 Metallurgical Engineer $ 16000 10405 NDE Dye Penetrant Testing Technician $ 9600 70000 Registered Geotechnical Engineer $ 16000 10305 Combination NDE Technician/Welding Inspector $ 9600 10011 Technical Advisor $ 17500 10409 Radiographic Testing(crew of 2) $ 27500 10011 Material Scientist Welding/NDT Consultant $ 17500 70003 Registered Geologist/Certified $ 14500 Task Engineering Geologist Code Equipment Usage(Daily Unless Otherwise Noted) Rate 10003 Senior Engineer/Geologist $ 14500 95318 Skidmore $ 4000 10009 Registered Civil Engineer $ 14000 95309 Torque Wrench Small $ 1500 60003 RoofingfWaterproofing Consultant $ 18000 95312 Torque Wrench Large $ 2500 10013 Project Engineer/Manager $ 13000 95315 Torque Multiplier $ 4000 30000 Quality Control Manager $ 11500 95321 Air Meter $ 2000 10005 Senior Staff Engineer/Geologist $ 11000 95324 Brass Mold $ 2000 10007 Staff Engineer/Geologist $ 10500 95343 Nuclear Gauge(Per Hour) $ 600 10015 Quality Control Administrator $ 9500 95333 Pull Test Equipment $ 6000 10019 Metallurgical Technician $ 8500 95348 Concrete/Asphalt Coring Equipment(Per hour) $ 12000 90001 CADD Dperator/Draftsperson $ 7500 95327 Pachometer $ 5500 70107 Field Supervisor/Safety Manager $ 11000 95336 Floor Flatness(Dipstick) $ 4500 20000 Laboratory Manager $ 10000 95330 Schmidt Hammer $ 2000 98000 Laboratory Technician $ 7500 95341 Vapor Emission Test Kits $ 3000 90005 Expert Wtness Testimony $ 39000 95342 Relative Humidity Probe $ 4500 91010 Qualified SWPPP Developer $ 12500 95339 V-Meter $ 10000 91000 Qualified SWPPP Practitioner $ 11500 95351 Fireproofing Adhesion/Cohesion(Per Test) $ 2000 95300 A Scan Ultrasonic Equipment and Consumables $ 6500 Task 95303 Magnetic Particle Equipment and Consumables $ 3000 Code Field Inspection Personnel Rate 10101 Concrete/Reinforced Steel Inspector $ 9200 95306 Liquid Penetrant Consumables $ 2500 10103 Prestressed/Post Tensioned Inspector $ 9200 95307 Phased Array Ultrasonic Equipment(Per Hour) $ 5000 10105 Concrete ICC Inspector $ 9200 95347 Ground Penetrating Radar(Per Hour) $ 5000 10109 Dnlled-In-Anchor Inspector $ 9200 95345 Impact Echo $ 28000 10111 Gunite/Shotcrete Inspector $ 9200 95359 California Pavement Profilograph(Per Hour) $ 11500 10113 Masonry Inspector $ 9200 95349 Inertial Profiler(Per Hour) $ 25000 10201 Structural Steel/Welding Inspector $ 9200 95357 Project Dedicated Vehicle $ 7500 10203 AWS Certified Welding Inspector $ 9200 10207 Fireproofing Inspector $ 9200 Task Code Specimen Pick-Up Rate 10501 Lead Inspector $ 9500 20102 Standard Sample Concrete Cylinders(Each) $ 1500 70109 L A Deputy Grading Inspector $ 9500 20101 Standard Sample Mortar/Grout Cubes and Cores $ 1500 Fireproofing Rebar and Epoxy Prisms(Each) 75001 Asphalt Field and Plant Inspector/rechnician $ 9300 20103/ Oversize Sample Masonry Prisms Shotcrete Panels $ 2900 20104 Flexural Beams(Each) 70103 Pile Driving Inspector $ 9300 20107 Technician for Specimen Pick-Up Not Listed Above $ 7500 (Per Hour 2-Hour Minimum) 70101 Soils Technician $ 9900 20109 Technician for Specimen Pick-Up Before 5 00 a in $ 8700 or After 5 00 p in Monday thru Friday or All Day Saturday(Per Hour 2-Hour Minimum Plus Mileage) 10107 Concrete Quality Control(ACl/Caltrans Technician) $ 9300 60001 Roofiing/WaterproofingInspector $ 10700 Task Code Jobsite Trailer,Mobile or On-site Laboratory Rate 10515 Mechanical Inspector $ 12200 95360 Mobile laboratory for rapid set concrete $ 37500 (per shift not exceeding 12 hours) 10519 Electrical Inspector $ 12200 All others by quotation 10521 Plumbing Inspector $ 12200 10523 Building Inspector $ 12200 50003 Field Engineering Technician $ 10000 Task Code Shop Inspection Personnel Rate 10301 Structural Steel Fabrication Inspector $ 9200 10309 Batch Plant Quality Control Technician/Inspector $ 9200 10325 Glue-Laminated Fabrication Inspector Quotation 10328 Pre-cast concrete/Pipe Fabrication Inspector $ 9200 WII NG Task Task Chemical Analysts and Petrographic Code Concrete Tests(Field Made Specimens) Rate Code Examination of Concrete,continued Rate 20201 6 x 12 or 4 x 8 Cylinder Compression Strength $ 25 00 80126 Chemical Analysis for Water Soluble Chlorides $ 15000 (ASTM C39) (ASTM C1218)(includes sample prep) 20203 Density of Structural Lightweight Concrete $ 7500 80123 Chemical Analysis for Acid Soluble Chlorides $ 22000 Equilibrium or Oven Dry Method(ASTM C567) (ASTM C1152)(includes sample prep) 20205 Core Compression including Trimming(ASTM C42) $ 5500 80193 Chlonde Diffusion Coefficient of Cementihous $ 2 000 00 Mixtures by Bulk Diffusion(ASTM C1556) 20207 6 x 6 x 18 Flexural Beams Not Exceeding $ 7000 80129 Petrographic Examination of Hardened Quotation Referenced Size(ASTM C78 C293 or CTM 523) Concrete(ASTM 856) 20208 6 x 6 x 30 Flexural Beams(CTM 523) $ 8500 20209 Cylinders Splitting Tensile Strength(ASTM C496) $ 8500 Task Code Physical and Chemical Analysts of Cement Rate 20211 Modulus of Elasticity Test(ASTM C469) $ 14000 80195 Physical Testing and Chemical Analysis of Portland Cement $ 1 000 00 per Standard Requirements(ASTM C150) 80003 Rapid Chloride Permeability Test Cylinders or $ 45000 80100 Chemical Analysis of Portland Cement per $ 55000 Cores(ASTM C1202) Standard Requirements (ASTM C150) 80006 Density Absorption and Voids in Hardened $ 35000 80103 Physical Testing of Portland Cement per $ 55000 Concrete(ASTM C642) Standard Requirements(ASTM C150) 40005 Flexural Toughness(ASTM C1609 Formerly $ 70000 80194 Physical Testing of Type K Cement Mortar $ 50000 ASTM C1018) Expansion(ASTM C806) 40009 Coefficient of Thermal Expansion of Concrete $ 50000 80106 Partial Analysis or Specific Physical Tests Quotation (CRD 39 AASHTO T336) 80110 Sulfates Resistance of Hydraulic Quotation Cement(ASTM C1012) Task Code Concrete Specimen Preparation Rate 20151 Sawing of Specimens(Each) $ 2500 Task Code Physical and Chemical Analysts of Fly Ash Rate 20157 Coring of Specimens in Lab(Each) $ 2500 80140 Chemical Analysis of Fly Ash per $ 55000 Standard Requirements(ASTM C618) 80143 Physical Testing of Fly Ash per Standard Requirements $ 53000 (ASTM C618) Task Laboratory Trial Batch Concrete,Cement and 80146 Partial Analysis or Specific Physical Tests Quotation Code Mortar Rate 30217 Compression Test Cylinders Made and Tested in $ 4500 80147 Chemical Analysis and Physical Testing of Fly Ash per $ 1 00000 Laboratory(ASTM C192 C35) Standard Requirements(ASTM C1618) 30219 6 x 6 x 18 Flexural Beams Made and Tested in $ 8500 Laboratory(ASTM C192 C78) 30221 6 x 6 x 30 Flexural Beams Made and Tested in $ 9500 Task Laboratory(ASTM C192 C293) Code Physical Testing of Chemical Admixtures for Concrete Rate 30223 Splitting Tensile Strength Cylinders Made and Tested $ 10000 80196 Qualification of Admixture per ASTM C494 Quotation in Laboratory(ASTM C192 C496) 30225 Modulus of Elasticity Test Cylinders Made and Tested in $ 15600 Task Laboratory(ASTM C192 C469) Code Soils and Aggregate Tests Rate 30227 Density of Structural Lightweight Concrete Made in the $ 8600 30503 Abrasion LA Rattler(ASTM C131) $ 18500 Laboratory Equilibnum or Oven Dry Method(ASTM C567) 30201 Laboratory Tnal Batch(ASTM C192) $ 40000 30505 Abrasion LA Rattler(ASTM C535) $ 19500 30203 Laboratory Tnal Batch Packaged Dry Concrete $ 80000 70301 Atterberg Limits/Plasticity Index(ASTM D4318 CTM204) $ 15000 Including Venficat on of Slump Au Content Plastic Unit Weight Six Cylinders for Compressive Strength(ASTM C387 and C192) 30205 Drying Shnnkage Up to 28 Days Three 3'x 3 or $ 40000 70303 California Bearing Ratio Excluding Maximum Density $ 55000 4 x 4 Bars Five Readings up to 28 Dry Days (ASTM D1883) Soil (ASTM C157) 30230 Additional Reading Per Set of Three Bars $ 4500 70304 California Bearing Ratio Excluding Maximum Density $ 65000 (ASTM D1883) Cement-Treated Soil 30231 Storage over Ninety(90)Days Per Set of $ 3000 70305 Chlonde and Sulfate Content(CTM 417 CTM 422) $ 13000 Three Bars Per Month 30207 Setting Time Up to 7 Hours(ASTM C403) $ 12500 30403 Clay Lumps and Friable Particles(ASTM C142) $ 17500 30209 Bleeding(ASTM C232) $ 12500 30321 Cleanness Value 1 x#4 (CTM 227) $ 17500 30229 Concrete Restrained Expansion(ASTM C878) $ 45000 30322 Cleanness Value 1 5 x 75 (CTM 227) $ 27500 30211 Mix Make and Test Mortar or Grout Specimens for $ 40000 70393 Collapse Potential4ndex(ASTM D5333) $ 17500 Compressive Strength Set of 6(ASTM C109 C942) 20263 Non-Shnnk Grout Height Change after Final $ 40000 70396 Compressive Strength of Molded Soil-Cement $ 10500 Set(ASTM C1090) Cylinders(ASTM D1633) 20265 Non-Shnnk Grout Height Change at Early $ 95000 70309 Consolidation Test Full Cycle(ASTM 2435 CTM 219) $ 19500 Age(ASTM C827) 30232 Cracking Resistance Set of Three Rings $ 4 000 00 70311 Consolidation Test Time Rate per Load Increment $ 4500 Laboratory Tnal Batching Test Until Cracking or (ASTM D2435 CTM 219) up to 28 Days(ASTM 1581) 30233 Evaluation of Pre-Packaged Masonry Mortars $ 1 10000 70313 Corrosiwry Senes Sulfate Cl pH Resistivity $ 24500 (ASTM C270) (CTM 643 417 and 422) 70315 Crushed/Fractured Particles(ASTM D5821 CTM 205) $ 17500 Task Chemical Analysis and Petrographic 70317 Direct Shear Test Remolded and/or Residual $ 24500 Code Examination of Concrete Rate (ASTM D3080) 80120 Chemical Analysis for Water Soluble Sulfates $ 16000 70319 Direct Shear Test Undisturbed-Slow[CD](ASTM D3080) $ 22500 (ASTM C114)(includes sample prep) YY i LV i N Task Task Code Soils and Aggregate Tests,continued Rate Code Asphalt Concrete Tests Rate 70321 Direct Shear Test Undisturbed-Fast[CU] $ 19500 75033 Bulk Specific Gravity of Compacted Sample or $ 4500 (ASTM D3080) Core SSD(CTM 308C and ASTM D2726) 70378 Durability Index Per Method-A B C or D $ 21000 75036 Bulk Specific Gravity of Compacted Sample or $ 7000 (CTM 229 ASTM D3744) Core Parafin Coated(CTM 308A and ASTM D1188) 70325 Expansion Index(ASTM D4829 UBC 18-2) $ 16000 75040 Emulsion Residue Evaporation(ASTM D244) $ 15000 75004 Fine Aggregate Angularity $ 18500 75024 Extraction %Bitumen(CTM 382 ASTM D6307) $ 15500 (AASHTO T304 ASTM C1252 CTM 234) 30507 Flat and Elongated Particle(ASTM D4791) $ 22500 75027 Extraction %Bitumen and Gradation(CTM 382 $ 20000 CTM 202 ASTM D6307 ASTM D5444) 30508 Flat or Elongated Particle(ASTM D4791) $ 19500 75028 Extraction %Bitumen Correction Factor $ 32500 (CTM 382 ASTM D6307) 70331 Maximum Density Methods A/B/C $ 18000 75030 Chemical Extraction %Bitumen and Sieve Analysis $ 24500 (ASTM D1557 D698 CTM 216) (ASTM D2172 Method A or B ASTM D5444) 70333 Maximum Density Check Point $ 6500 75042 Lab Tested Maximum Density Hveem 3 bnquettes $ 20000 (ASTM D1557 D698) (CTM 304 CTM 308 ASTM D1561 ASTM D1188) 70335 Maximum Density AASHTO C[Modified] $ 19500 75054 Hveem Stablometer Test with Mixing 3 briquettes $ 32500 (AASHTO T-180) (CTM 304 CTM 366 ASTM D1560 ASTM D1561) 70337 Moisture Content(ASTM D2216 CTM 226) $ 2500 75057 Hveem Stabilometer Test Premixed 3 briquettes $ 20000 (CTM 304 CTM 366 ASTM D1560 ASTM D1561) 70339 Moisture and Density Ring Sample(ASTM D2937) $ 3000 75048 Lab Tested Maximum Density Marshall $ 20000 3 briquettes(ASTM D6926 ASTM D2726) 70341 Moisture and Density Shelby Tube Sample $ 4000 75049 Lab Tested Maximum Density Marshall $ 21500 (ASTM D2937) 6 Specimen 3 briquettes(ASTM D5581 ASTM D2726) 70340 Moisture-Density Relations of Soil-Cement $ 22500 75050 Lab Tested Maximum Density Superpave Gyratory $ 7500 Mixtures Premixed in the Field(ASTM D558) Compacted Briquette SSD 1 briquette (ASTM D6925 ASTM D2726) 70342 Moisture-Density Relations of Soil-Cement Mixtures $ 29500 75052 Lab Tested Maximum Density Superpave Gyratory $ 8500 Mixed in the Lab(ASTM D558) Compacted Briquette Parafin 1 briquette (ASTM D6925 ASTM D1188) 30401 Organic Impurities(ASTM C40 CTM 213) $ 9000 75051 Maximum Theoretical Specific Gravity[RICE] $ 15000 (CTM 309 ASTM D2041) 70343 Permeability(ASTM D5084) $ 25000 75066 Marshall Stability and Flow Cored Sample each $ 7500 (ASTM D6927) 80001 Potential Reactivity Chemical Method(ASTM C289) $ 47500 75069 Marshall Stability and Flow Premixed 3 briquettes $ 20000 (ASTM D6926 ASTM D6927) 70394 Potential Reactivity Mortar Bar Expansion Method $ 70000 75072 Marshall Stability and Flow with Mixing 3 briquettes $ 32500 14-Day Exposure(ASTM C1260) (ASTM D6926 ASTM D6927) 70398 Potential Reactivity Concrete Bar Expansion $ 2 400 00 75106 Marshall Stability and Flow Gyratory Compacted $ 22500 Method(ASTM C1293) 12 month Specimen Pre-Mixed 3 briquettes (ASTM D6925 ASTM D5581) 70399 Potential Reactivity Concrete Bar Expansion $ 2 600 00 75107 Marshall Stability and Flow 6 Specimen Premixed $ 21500 Method(ASTM C1293) 24 month 3 briquettes (ASTM D5581) 70397 Potential Reactivity of Aggregate Combination $ 90000 75063 Moisture Content(CTM 370) $ 8500 14-Day Exposure Mortar(ASTM C1567) 70345 R-Value Soil(ASTM 2844 CTM 301) $ 32500 75005 Wet Track Abrasion Test(ASTM D3910) $ 15000 70347 R-Value Aggregate Base(ASTM D2844 CTM 301) $ 35500 75093 Hveem Mix Design(Excluding Aggregate Quality Tests) $ 3 000 00 70349 Sand Equivalent(ASTM D2419 CTM 217) $ 12500 75096 Hveem Mix Design with RAP(Excluding Aggregate $ 3 300 00 Quality Tests RAP Qualification) 70351 Sieve#200 Wash Only(ASTM D1140 CTM 202) $ 9000 75099 Hveem Mix Design with Lime(Excluding Aggregate $ 3 550 00 Quality Tests) 70353 Sieve with Hydrometer 314 Gravel to Clay $ 22500 75094 Hveem Mix Design Caltrans Untreated Mix $ 4 200 00 (ASTM D422 CTM 203) (Including Aggregate Quality Tests) 70355 Sieve with Hydrometer Sand to Clay $ 21500 75095 Hveem Mix Design Caltrans Lime Treated Mix $ 4 300 00 (ASTM D422 CTM 203) (Including Aggregate Quality Tests) 70357 Sieve Analysis Including Wash $ 14000 75084 Marshall Mix Design(Excluding Aggregate Quality Tests) $ 3 000 00 (ASTM C136 CTM 202) 70359 Sieve Analysis Without Wash $ 10500 75087 Marshall Mix Design with RAP(Excluding Aggregate $ 3 300 00 (ASTM C136 CTM 202) Quality Tests) 70360 Sieve Analysis Split Sieve(ASTM C136 CTM 202) $ 21500 75090 Marshall Mix Design with Lime(Excluding Aggregate $ 3 550 00 Quality Tests) 70361 Sieve Analysis Without Wash With Cobbles $ 21000 75083 Open Grade Asphalt Concrete Mix Design $ 1 35000 (ASTM C136 CTM 202) (CTM 368 ASTM D7064) 70363 Soundness Sodium or Magnesium Sulfate $ 45000 75109 Superpave Mix Design(Excluding Aggregate Quality Tests) $ 4 770 00 5 Cycles(ASTM C88) 70365 Specific Gravity and Absorption Coarse $ 10000 75113 Superpave Mix Design with RAP $ 6 090 00 (ASTM C127 CTM 206) (Excluding Aggregate Quality Tests) 70367 Specific Gravity and Absorption Fine $ 16500 75114 Superpave Mix Design with Rubber $ 6 200 00 (ASTM C128 CTM 207) (Excluding Aggregate Quality Tests) 70369 Swell/Settlement Potential One Dimensional $ 10500 75115 Superpave Mix Design with Additives $ 5 590 00 (ASTM D4546) (Excluding Aggregate Quality Tests) 70371 Tnaxial Quotation 75075 Effect of Moisture on Asphalt Paving Mixtures Pre-Mixed $ 87500 (AASHTO T283 ASTM D4867) 70373 Unconfined Compression(ASTM D2166 CTM 221) $ 13500 75078 Effect of Moisture on Asphalt Paving Mixtures Pre-Mixed 24- $ 1 15000 Hour Immersion Pre-Mixed (AASHTO T283 ASTM D4867) 30317 Unit Weight Per Cubic Foot(ASTM C29 CTM 212) $ 8000 75064 Effect of Moisture on Asphalt Paving Mixtures $ 1 50000 (AASHTO T283 ASTM D4867) 30319 Voids in Aggregate with Known Specific Gravity $ 8000 75065 Effect of Moisture on Asphalt Paving Mixtures One Freeze $ 1 70000 (ASTM C29 CTM 212) Thaw Cycle (AASHTO T283 ASTM D4867) ATWINI iV Task Task Concrete Roof Fill Gypsum,Vermiculite,Perlite, Code Asphalt Concrete Tests,continued Rate Code Lightweight Insulating Concrete,Etc Rate 75102 Resistance of Compacted Bituminous Mixtures to $ 1 650 00 20371 Compression Test(ASTM C495 and C472) $ 39 00 Moisture Induced Damage[fSR] Untreated(CTM 371) 75105 Resistance of Compacted Bituminous Mixtures to $ 1 80000 20373 Air Dry Density(ASTM C472) $ 3000 Moisture Induced Damage[fSR] Lime Treated(CTM 371) 75104 Resistance of Compacted Bituminous Mixtures to $ 90000 20379 Oven Dry Density(ASTM C495) $ 5500 Moisture Induced Damage[fSR] Pre-Mixed(CTM 371) 75111 Hamburg Wheel Track Test 20 000 passes 4 $ 1 000 00 briquettes(AASHTO T324) 75116 Hamburg Wheel Track Test 25 000 passes 4 $ 1 200 00 Task briquettes(AASHTO T324) Code Reinforcing Steel,ASTM A615,A706 Rate 75039 Raveling Test of Cold Mixed Emulsified Asphalt $ 20000 20501 Tensile Test#11 or Smaller $ 4200 (ASTM D7196) 75067 Marshall Stability wet set 3 replicates(AASHTO T 245) $ 32500 20503 Bend Test#11 or Smaller $ 3600 75068 Marshall Stability dry set 3 replicates(AASHTO T 245) $ 27500 20504 Bend Test#14 or#18 $ 30000 20505 Tensile Test#14 $ 20000 Task 20507 Tensile Test#18 $ 30000 Code Brick Masonry Tests,ASTM C67 Rate 20301 Modulus of Rupture Flexural(5 Required Per ASTM) $ 4500 20303 Compression Strength(3 Required Per ASTM) $ 4500 Task Code Reinforcing Steel-Welded or Coupled Specimens Rate 20305 Absorption 5 Hour or 24 Hour(5 Required) $ 5000 20521 Tensile Test Welded/Coupled#11 and Smaller $ 6200 20307 Absorption(Boil) 1 2 or 5 Hours(5 Required) $ 6000 20523 Tensile Test Welded/Coupled#14 $ 22000 20309 Initial Rate of Absorption(5 Required) $ 4000 20525 Tensile Test Welded/Coupled#18 $ 32000 20311 Efflorescence(5 Required) $ 6000 20529 Weld Macroetch $ 6500 20313 Cores Compression $ 5500 20531 Slippage Test-Caltrans(CTM 670) $ 17500 20315 Shear Test on Brick Cores 2 Faces $ 8000 Task Code Metal and Steel Testing Rate Task 20601 Tensile Strength Up to 100K Pounds(Each) $ 5000 Code Concrete Block, ASTM C140 Rate 20321 Compression(3 Required Per ASTM) $ 5000 20603 Tensile Strength Up to 200K Pounds(Each) $ 5500 20323 Absorption/Moisture Content/Oven Dry Density $ 8000 20605 Tensile Strength Up to 300K Pounds(Each) $ 6500 (3 Required Per ASTM) 20327 Linear Shrinkage(ASTM C426) $ 20000 20607 Tensile Strength Up to 400K Pounds(Each) $ 11000 20335 Web and Face Shell Measurements $ 40 00 20609 Tensile Strength 400K to 600K Pounds(Each) $ 30000 20329 Tension Test $ 15000 20611 Tensile Strength Stress-Strain Percent Offset $ 15000 20331 Core Compression $ 5500 20545 Weld Macroetch $ 6500 20333 Shear Test of Masonry Cores 2 Faces $ 7500 20547 Weld Fracture $ 3000 20339 Efflorescence Tests(3 Required) $ 4000 20615 Bend Test $ 4600 20617 Flattening Test $ 5500 Task 20619 Bnnnel and Rockwell Hardness Test $ 7200 Code Masonry Prisms,ASTM C1314 Rate (ASTM E18)(Per Test) 20341 Compression Test Composite Masonry $ 18500 20630 Bolt Axial Tensile Test(Up to 7/8 diameter) $ 4000 Prisms Up To 8 x 16 20343 Compression Test Composite Masonry $ 24500 20631 Bolt Wedge Tensile Test(Up to 7/8 diameter) $ 5500 Prisms Larger Than 8 x 16 20346 Prism Cord Modulus of Elasticity $ 50500 20632 Bolt Axial Tensile Test(Greater than 7/8 $ 6000 up to 1 diameter) 20347 Prism Cord Modulus of Elasticity with Transverse $ 63000 20633 Bolt Wedge Tensile Test(Greater than 7/8 $ 7500 r Strain(for double-wythe specimen) up to 1 diameter) 20634 Bolt Axial Tensile Test(Greater than 1 diameter) Quotation Task 20635 Bolt Wedge Tensile Test(Greater than 1 diameter) Quotation Code Mortar and Grout Rate 20351 Compression 2 x 4 Mortar Cylinders(ASTM C780) $ 3000 20636 Bolt Proof Load Test(Up to 7/8) $ 6500 20353 Compression 3 x 3 x 6 Grout Prisms $ 5200 20637 Bolt Proof Load Test(Greater than 7/8 up to 1 diameter) $ 8500 Includes Trimming(ASTM C119) 20355 Compression 2 Cubes(ASTM C109) $ 3000 20638 Bolt Proof Load Test(Greater than 1) Quotation 20357 Compression Cores(ASTM C42) $ 5500 20639 Nut Proof Load Test(Up to 7/8) $ 4500 20640 Nut Proof Load Test(Greater than 7/8 up to 1 diameter) $ 6500 Task 20641 Nut Proof Load Test(Greater than 1 ) Quotation Code Masonry Specimen Preparation Rate 20155 Cutting of Cubes or Prisms $ 4500 Task Code Chemical Testing of Metal and Steel Rate 80170 Steel Chemical Analysis $ 12500 Task 80173 Weight of Galvanized Coating(ASTM A90) $ 7500 Code Fireproofing Tests Rate 20401 Oven Dry Density(Per Sample)(ASTM E605) $ 6000 Task Code Gunrte and Shotcrete Tests Rate 20361 Core Compression Including Trimming(ASTM C42) $ 5500 20363 Compression 6 x 12 Cylinders $ 2500 20365 Compression Cubes(Includes Saw Cutting) $ 7400 T W I N I N G Task Machining and Preparation of Tensile and Bend Task Code Sample Carbon Steel Rate Code Polymer Matrix Composite Materials(Fiberwrap) Rate 20751 Machinist Initial Preparation from Mock-up Etc $ WOO 20706 Tensile Strength—Set of 5 Specimens/batch/ $ 1 10000 (Per Hour) direction(ASTM D3039) 20753 Sawcut to Overall Width(Per 0 5 Thickness or $ 4000 20707 Tensile Strength—Additional Specimens $ 25000 Fraction Thereof) (ASTM D3039) 20755 Machine to Test Configuration Milled Specimens $ 5500 20708 Heating Chamber Time—Per 24 hr period $ 8500 (Per 0 5 Thickness or Fraction Thereof) (ASTM D3039) 20757 Machine to Test Configuration Turned Specimens $ 11000 (Per 0 5 Thickness or Fraction Thereof) 20759 Prepare Subsize Specimens(Per 0 5 Thickness $ 7200 Task or Fraction Thereof) Code Calibration Services and Universal Machine Usage Rate 20801 CalibrabonNenfication Services Quotation Task 20803 Universal Test Machine Usage(Per Hour) $ 25000 Code Charpy Impact Rate 20621 Charpy Impact Ambient Temperature per sample $ 7000 (Average of 3 Samples Typically Required) 20623 Charpy Impact Reduced Temperature per sample $ 9000 (Average of 3 Samples Typically Required) Ceramic Tile Testing Division The Ceramic Tile Institute of America(CTIOA)and Twining worked together to advance and develop technology designed to enhance the quality of materials and workmanship Task in the ceramic the industry A separate schedule of fees for these services is available Code Machining of Charpy Samples Carbon Steel Rate upon request 20780 Cutting and Milling(Per 0 5 or Fraction Thereafter) 72 (Average of 3 Samples Typically Required) 20783 Final Machining to Sample Configuration 82 Cyclic and Fatigue Testing Programs on Special Products/Parts Quotation (Average of 3 Samples Typically Required) Engineering and Technical supports/Design of Prototypes and Special Quotation Task Fastener/Coupling Full Testing Program Per New Regulations Tension Quotation Code Prestressing Wires and Tendons,ASTM A416 Rate Tension/Bend Shear Double Shear 8 Compressions 20701 Stress-Strain Analysis Wre or Strands $ 11500 Fiberglass/Composite Materials Field Testing Program(ASTM D4065 Quotation (Including Chart and Percent Offset) D1143 D4923 D2584 D4476 D1242 D7901 D7921 and D732) 20703 Tensile Test Only $ 9500 Field Testing of Structures and Structural Elements Quotation 20705 Tendons Quotation In-Place Shear Testing Quotation Matenals and/or Product Evaluation Per Specifications Quotation Structural Dynamic Testing and Durability Analysis Quotation General Conditions NOTE Field inspection work conditions are established by contract with Operating Engineers Local 12 NOTE A minimum iof 24 hours notice is required for testing and inspection services Administrative Fees All administrative costs including report distribution and the Twining ConstructionHive system are billed at 4%of monthly invoice total Note that hard copies of reports will be sent only to governing jurisdictions that mandate them All other parties will receive reports electronically The administrative fee above will be increased by 1%if additional hard copies of reports are requested Minimum Charges(Inspection and Technician Personnel Only-Other Personnel Charged on Portal to Portal Basis) 2-Hour Minimum Inspector arrives at jobsite no work to perform Inspector arrives at jobsde no work to perform 4-Hour Minimum 1 to 4 hours of inspection 1 to 4 hours of inspection 8-Hour Minimum Over 4 hours of inspection Over 4 hours of inspection Regular Time The first 8 hours worked Monday through Friday between 5 00 a m and 5 00 p m Time and One-Half(All Types of Inspection) All shifts will be billed based on the time and date of their start Any increment past 8 hours through 12 hours worked Monday through Friday and the first 12 hours on Saturday Time and one-half will also be charged for anytime before 5 00 am and after 5 00 p m Double Time(All Types of Inspection) All shifts will be billed based on the time and date of their start After the first 12 hours worked Monday through Saturday all day Sunday holidays and the first Saturday following the first Friday in June and December Holidays are New Year's Day Memorial Day Independence Day Labor Day Veterans Day Thanksgiving Day the day after Thanksgiving and Chnstmas Day s Meal Penod When personnel are required by their duties to work more than five consecutive hours without a one-half hour uninterrupted meal period one half hour at double time rate will be charged in addition to any applicable overtime for actual hours worked Shift Differential A$1 00 per hour shift differential premium will be charged for all inspection hours that fall outside of the 5 00 a m to 5 00 p m time period Twining will require 48-hour notice prior to beginning a shift that will include hours falling outside this time period Should this notice not be provided all work performed on that shift will be billed at the overtime rate If three shifts per day are required the first shift will be billed at the standard rate The second shift shall be billed in accordance with the previous paragraph The third shift shall be billed at 8 hours for the first 6 1/2 hours worked and overtime for all hours thereafter WI N I NG General Conditions,continued Travel Time and Mileage For projects outside a 50-mile radius from the nearest Twining facility $0 60 per excess mile to and from the project will be charged for inspectors and technicians Other than small tools whenever project related equipment is required to be transported to and from the project site time and mileage for inspectors and field technicians will be billed on a portal to portal basis For all projects$0 60 per mile will be charged portal to portal for engineers consultants supervisors and laboratory technicians from the laboratory to the project site and return Saturday Sample Pick-Ups In order to be in strict conformance with testing standards it may be required that Saturday pick-ups be performed(e g concrete specimens cast on Friday must be picked up on Saturday in order to be in conformance with ASTM C31 requiring specimens to be moved to their final curing location within 48 hours of casting)Applicable charges for Saturday work will apply when this is required Should these charges not be authorized then Twining will not be responsible for any negative consequences Remote Jobs For projects in excess of 100 miles from Twining travel time will be charged at the relevant straight time rate Reimbursable Expenses Parking air fare car rental food and lodging etc will be charged at cost plus 15%per processed invoice unless provided by client Subsistence Subsistence on remote jobs will be charged per quotation Laboratory Testing Hours Please note that laboratory testing will be billed on an hourly basis for non-standard tests If testing is required to be performed on Saturdays Sundays holidays or before 5 30 a in or after 4 00 p in on weekdays an additional hourly charge with a minimum of one hour will be applied for the laboratory technician 1 5 x regular test rate will be charged for rush testing Charges for Subcontracted Services Material sent to outside laboratory for testing Cost plus 20 Material sent to outside fabricator or machine shop Cost plus 20 Glu-Lam beam inspection Cost plus 20 Other subcontractors Cost plus 20 Project exclusive equipment purchase Cost plus 20 Limit of Liability All contracts are subject to errors and omissions coverage limits of$50 000 00 or contract amount whichever is greater Higher limits available by quotation Certified Payroll Certified payroll will be provided upon request at an additional charge of$100 00/month Final Reports Required by Jurisdiction If a final report or affidavit is required we must first review all inspection and testing reports and clear up any unresolved issues on these reports These issues will typically require approval by the engineer or architect of record This process can lake several weeks or just a day depending on the number and complexity of the issues Cost for final reports will be billed hourly Terms of Payment Fees charged are for professional and technical services and are due upon presentation If not paid within 30 days from date of invoice they are considered past due and a finance charge of 1'/.%per month will be added to the unpaid balance(APR 18%) All invoice errors or necessary corrections shall be brought to the attention of Twining within 15 days of receipt of invoice Thereafter customer acknowledges invoices are correct and valid Twining reserves the right to terminate its services to a customer without notice if all invoices are not current Upon such termination of services the entire In the event of any litigation ansting from or related to any agreement to provide services whether verbal or written the prevailing party shall be entitled to recover from the non- prevailing party all reasonable costs incurred including staff time court costs attorney s fees and all other related expenses in such litigation Additionally in the event of a non- Specimen Disposal Specimens will be discarded after testing unless Twining has been notified prior to testing that the customer wishes to retrieve the specimens or storage arrangements are made Oversize Specimens An extra charge will be made when test specimens require more than one person to handle due to size or weight PROFESSIONAL SERVICES CONTRACT BETWEEN THE CITY OF HUNTINGTON BEACH AND TWINING, 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 EntiVety 10 29 Effective Date 11 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 OFF 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 lWilldan Engineering i CERTIFICATE OF LIABILITY INSURANCE5/0 0 /2D/YYY/) ) S/OS/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 pollcy(ies)must be endorsed If SUBROGATION IS WAIVED, subject to ; the terns and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s) PRODUCER LIC #OB29370 1-415-356-3900 CONTACT NAME Edgewood Partners Insurance Center (EPIC) PHONE FAX [San Francisco Branch] 415 356 3900 Arc No 415 284 9954 E-MAIL 135 Main Street, 21st Floor ADDRESS certs@epiobrokers.com San Francisco, CA 94105 INSURERS AFFORDING COVERAGE NAIC# INSURER LEXINGTON INS CO 119437 INSURED INSURER B _ Twining, Inc INSURER 2883 E Spring Street INSURER a Suite 300 Long Beach, CA 90806 INSURER INSURER F COVERAGES CERTIFICATE NUMBER 43799679 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 BY PAID CLAIMS INSR ADDL SUBR POLICY EFF POLICY EXP ¢ LTR TYPE OF INSURANCE aL POLICY NUMBER MMIDD MMIDD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PR M _ a EMISES Ea occurrence i$ CLAIMS-MADE OCCUR MED EXP(Any one person) $ 8, PERSONAL 8 ADV INJURY $ � GENERAL AGGREGATE $ r GEN L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOP AGG $ POLICY 7 PRO LOC $ $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO �r'. BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS I NON-OWNED PROPERTY DAMAGE $ 1 HIRED AUTOS AUTOS BY., `9 0 Per ac dent , UMBRELLALIAB Of om y OCCUR EACH OCCURRENCE $ EXCESS LU46 HCLAIMS-MADJ AGGREGATE $ DED I I RETENTION$ I $ WORKERS COMPENSATION WC STATU- OTH- ` AND EMPLOYERS LIABILITY LIM ANY PROPRIETORIPARTNERIEXECUTIVE E L EACH ACCIDENT $ 2 OFFICERIMEMBER EXCLUDED? ❑ N i A } (Mandatory In NH) E L.DISEASE-EA EMPLOYE $ If yes describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT 1$ A Professional Eiability 2 7 02 Per Claim. p1M 3 "Claims Made" Annual Agg $1M � i DESCRIPTION OF OPERATIONS i LOCATIONS i VEHICLES (Attach ACORD 101,Additional Remarks Schedule if more apace is required) RE TI #15-0129, City of Huntington Beach - On-Call Engineering & Professional Consulting Services i t Cancellation 30 days/10 Days Notice for Non-Payment , CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Huntington Beach THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS 2000 Main Street AUTHORIZED REPRESENTATIVE a Huntington Beach, CA 92648 USA ©198&2010 ACORD CORPORATION All rights reserved ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD KKanaley 43799679 City of Huntington Beach 2000 Main Street ♦ Huntington Beach, CA 92648 (714) 536-5227 ♦ www.huntingtonbeachca.gov �8f»°`1909A Office of the City Clerk ` Joan L. Flynn, City Clerk June 17, 2015 Twining, Inc Attn Edward M Twining 2883 East Spring St , Ste 300 Long Beach, CA 90806 Dear Mr Twining Enclosed for your records is a copy of the fully executed "Professional Services Contract Between The City of Huntington Beach and Twining, Inc for On Call Civil Engineering Services " Sincerely, Q Joan L Flynn, CIVIC City Clerk JF pe Enclosure Sister Cities Anjo, Japan ♦ Waitakere, New Zealand