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Smith-Emery Laboratories Inc - FY2022-053 SMITH-EMERY LABORATORIES, INC PROFESSIONAL SERVICES AGREEMENT By and Between CITY OF RANCHO PALOS VERDES and SMITH-EMERY LABORATORIES, INC 01203 0001/699503 1 EQG I AGREEMENT FOR PROFESSIONAL SERVICES BETWEEN THE CITY OF RANCHO PALOS VERDES AND SMITH-EMERY LABORATORIES, INC THIS AGREEMENT FOR CONTRACT SERVICES ("Agreement') is made and entered into on March 1,2022, by and between the CITY OF RANCHO PALOS VERDES, a California municipal corporation ("City ) and SMITH-EMERY LABORATORIES, INC , a California Corporation ("Consultant") City and Consultant may be referred to, individually or collectively, as `Party' or"Parties' RECITALS A City has sought, by issuance of a Request for Proposals the performance of the services defined and described particularly in Article 1 of this Agreement B Consultant, following submission of a proposal for the performance of the services defined and described particularly in Article 1 of this Agreement was selected by the City to perform those services C Pursuant to the City of Rancho Palos Verdes Municipal Code,the City has authority to enter into and execute this Agreement D The Parties desire to formalize the selection of Consultant for performance of those services defined and described particularly in Article 1 of this Agreement and desire that the terms of that performance be as particularly defined and described herein OPERATIVE PROVISIONS NOW, THEREFORE, in consideration of the mutual promises and covenants made by the Parties and contained herein and other consideration, the value and adequacy of which are hereby acknowledged, the parties agree as follows ARTICLE 1 SERVICES OF CONSULTANT 1 1 Scope of Services In compliance with all terms and conditions of this Agreement,the Consultant shall provide those services specified in the "Scope of Services", as stated in the Proposal, attached hereto as Exhibit "A ' and incorporated herein by this reference, which may be referred to herein as the "services"or 'work hereunder As a material inducement to the City entering into this Agreement, Consultant represents and warrants that it has the qualifications, experience, and facilities necessary to properly perform the services required under this Agreement in a thorough, competent, and professional manner, and is experienced in performing the work and services contemplated herein Consultant shall at all times faithfully, competently and to the best of its ability, experience and talent, perform all services described herein Consultant covenants that it shall follow the highest professional standards in performing the work and services required hereunder and that all materials will be both of good quality as well as fit for the purpose intended For purposes of this Agreement, the phrase "highest professional standards" shall mean those 01203 0001/699503 1 EQG standards of practice recognized by one or more first-class firms performing similar work under similar circumstances 1 2 Consultant's Proposal The Scope of Service shall include the Consultant's Proposal which shall be incorporated herein by this reference as though fully set forth herein In the event of any inconsistency between the terms of such Proposal and this Agreement, the terms of this Agreement shall govern 1 3 Compliance with Law Consultant shall keep itself informed concerning, and shall render all services hereunder in accordance with, all ordinances resolutions, statutes, rules, and regulations of the City and any Federal, State or local governmental entity having jurisdiction in effect at the time service is rendered 1 4 California Labor Law If the Scope of Services includes any'public work"or"maintenance work,'as those terms are defined in California Labor Code section 1720 el seg and California Code of Regulations, Title 8, Section 16000 et seg , and if the total compensation is $1,000 or more, Consultant shall pay prevailing wages for such work and comply with the requirements in California Labor Code section 1770 et seg and 1810 et seg , and all other applicable laws, including the following requirements (a) Public Work The Parties acknowledge that some or all of the work to be performed under this Agreement is a public work as defined in Labor Code Section 1720 and that this Agreement is therefore subject to the requirements of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works contracts and the rules and regulations established by the Department of industrial Relations ("DIR") implementing such statutes The work performed under this Agreement is subject to compliance monitoring and enforcement by the DIR Consultant shall post job site notices, as prescribed by regulation (b) Prevailing Wages Consultant shall pay prevailing wages to the extent required by Labor Code Section 1771 Pursuant to Labor Code Section 1773 2, copies of the prevailing rate of per diem wages are on file at City Hall and will be made available to any interested party on request By initiating any work under this Agreement, Consultant acknowledges receipt of a copy of the DIR determination of the prevailing rate of per diem wages, and Consultant shall post a copy of the same at each job site where work is performed under this Agreement (c) Penalty for Failure to Pay Prevailing Wages Consultant shall comply with and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages The Consultant shall, as a penalty to the City, forfeit$200(two hundred dollars) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the DiR for 01203 0001/699503 1 EQG 2 the work or craft in which the worker is employed for any public work done pursuant to this Agreement by Consultant or by any subcontractor. (d) Payroll Records. Consultant shall comply with and be bound by the provisions of Labor Code Section 1776, which requires Consultant and each subconsultant to: keep accurate payroll records and verify such records in writing under penalty of perjury, as specified in Section 1776; certify and make such payroll records available for inspection as provided by Section 1776; and inform the City of the location of the records. (e) Apprentices. Consultant shall comply with and be bound by the provisions of Labor Code Sections 1777.5, 1777.6, and 1777.7 and California Code of Regulations Title 8, Section 200 et seq. concerning the employment of apprentices on public works projects. Consultant shall be responsible for compliance with these aforementioned Sections for all apprenticeable occupations. Prior to commencing work under this Agreement, Consultant shall provide City with a copy of the information submitted to any applicable apprenticeship program. Within 60 (sixty) days after concluding work pursuant to this Agreement, Consultant and each of its subconsultants shall submit to the City a verified statement of the journeyman and apprentice hours performed under this Agreement. (f) Ei t -Hour Jour Work Consultant acknowledges that 8 (eight) hours labor constitutes a legal day's work. Consultant shall comply with and be bound by Labor Code Section 1810. (g) Penalties for Excess Hours. Consultant shall comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties for workers who work excess hours. The Consultant shall, as a penalty to the City, forfeit $25 (twenty five dollars for each worker employed in the performance of this Agreement by the Consultant or by any subcontractor for each calendar day during which such worker is required or permitted to work more than 8 (eight) hours in any one calendar day and 40 (forty) hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code section 1815, work performed by employees of Consultant in excess of 8 (eight) hours per day, and 40 (forty) hours during any one week shall be permitted upon public work upon compensation for all hours worked in excess of 8 hours per day at not less than one and 1'/z (one and one half) times the basic rate of pay. (h) Workers' Compensation, California Labor Code Sections 1860 and 3700 provide that every employer will be required to secure the payment of compensation to its employees if it has employees. In accordance with the provisions of California Labor Code Section 1861, Consultant certifies as follows: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." Consultant's Authorized Initials JJ_q. 01203.00011699503.1 EQG (i) Consultant's Responsibility for Subcontractors For every subcontractor who will perform work under this Agreement, Consultant shall be responsible for such subcontractor's compliance with Division 2, Part 7, Chapter 1 (commencing with Section 1720)of the California Labor Code, and shall make such compliance a requirement in any contract with any subcontractor for work under this Agreement Consultant shall be required to take all actions necessary to enforce such contractual provisions and ensure subcontractor's compliance, including without limitation, conducting a review of the certified payroll records of the subcontractor on a periodic basis or upon becoming aware of the failure of the subcontractor to pay his or her workers the specified prevailing rate of wages Consultant shall diligently take corrective action to halt or rectify any such failure by any subcontractor 1 5 Licenses, Permits, Fees and Assessments Consultant shall obtain at its sole cost and expense such licenses, permits and approvals as may be required by law for the performance of the services required by this Agreement Consultant shall have the sole obligation to pay for any fees, assessments and taxes, plus applicable penalties and interest, which may be imposed by law and arise from or are necessary for the Consultant's performance of the services required by this Agreement, and shall indemnify, defend and hold harmless City, its officers, employees or agents of City, against any such fees, assessments, taxes, penalties or interest levied, assessed or imposed against City hereunder 1 6 Familiarity with Work By executing this Agreement, Consultant warrants that Consultant (i) has thoroughly investigated and considered the scope of services to be performed, (ii) has carefully considered how the services should be performed, and (iii) fully understands the facilities, difficulties and restrictions attending performance of the services under this Agreement If the services involve work upon any site Consultant warrants that Consultant has or will investigate the site and is or will be fully acquainted with the conditions there existing, prior to commencement of services hereunder Should the Consultant discover any latent or unknown conditions,which will materially affect the performance of the services hereunder, Consultant shall immediately inform the City of such fact and shall not proceed except at Consultant's risk until written instructions are received from the Contract Officer in the form of a Change Order 1 7 Care of Work The Consultant shall adopt reasonable methods during the life of the Agreement to furnish continuous protection to the work,and the equipment,materials, papers,documents plans, studies and/or other components thereof to prevent losses or damages and shall be responsible for all such damages, to persons or property until acceptance of the work by City, except such losses or damages as may be caused by City's own negligence 1 8 Further Responsibilities of Parties Both parties agree to use reasonable care and diligence to perform their respective obligations under this Agreement Both parties agree to act in good faith to execute all instruments, prepare all documents and take all actions as may be reasonably necessary to carry out the purposes 01203 0001/699503 1 FQG 4 of this Agreement Unless hereafter specified, neither party shall be responsible for the service of the other 1 9 Additional Services City shall have the right at any time during the performance of the services, without invalidating this Agreement, to order extra work beyond that specified in the Scope of Services or make changes by altering, adding to or deducting from said work No such extra work may be undertaken unless a written Change Order is first given by the Contract Officer to the Consultant, incorporating therein any adjustment in (i)the Contract Sum for the actual costs of the extra work and/or (ii) the time to perform this Agreement, which said adjustments are subject to the written approval of the Consultant Any increase in compensation of up to 15% (fifteen percent) of the Contract Sum,or, in the time to perform of up to 90(ninety)days,may be approved by the Contract Officer through a written Change Order Any greater increases, taken either separately or cumulatively, must be approved by the City Council It is expressly understood by Consultant that the provisions of this Section shall not apply to services specifically set forth in the Scope of Services Consultant hereby acknowledges that it accepts the risk that the services to be provided pursuant to the Scope of Services may be more costly or time consuming than Consultant anticipates and that Consultant shall not be entitled to additional compensation therefor City may in its sole and absolute discretion have similar work done by other Consultants No claims for an increase in the Contract Sum or time for performance shall be valid unless the procedures established in this Section are followed If in the performance of the contract scope, the Consultant becomes aware of material defects in the scope duration or span of the contract or the Consultant becomes aware of extenuating circumstance that will or could prevent the completion of the contract, on time or on budget the Consultant shall inform the Contracting Officer of an anticipated Change Order This proposed change order will stipulate,the facts surrounding the issue,proposed solutions,proposed costs and proposed schedule impacts 1 10 Special Requirements Additional terms and conditions of this Agreement, if any, which are made a part hereof are set forth in the"Special Requirements"attached hereto as Exhibit' B and incorporated herein by this reference In the event of a conflict between the provisions of Exhibit "B" and any other provisions of this Agreement, the provisions of Exhibit'B ' shall govern ARTICLE 2 COMPENSATION AND METHOD OF PAYMENT 2 1 Contract Sum Subject to any limitations set forth in this Agreement, City agrees to pay Consultant the amounts specified in the Schedule of Compensation attached hereto as Exhibit C' and incorporated herein by this reference The total compensation, including reimbursement for actual expenses, shall not exceed $213,818 (Two Hundred Thirteen Thousand Eight Hundred Eighteen Dollars) (the 'Contract Sum '), unless additional compensation is approved pursuant to Section 1 9 01203 0001/699503 1 EQG 5 2 2 Method of Compensation The method of compensation may include (i) a lump sum payment upon completion (11) payment in accordance with specified tasks or the percentage of completion of the services, (iii) payment for time and materials based upon the Consultant's rates as specified in the Schedule of Compensation, provided that(a)time estimates are provided for the performance of sub tasks, and (b) the Contract Sum is not exceeded, or (iv) such other methods as may be specified in the Schedule of Compensation 2 3 Reimbursable Expenses Compensation may include reimbursement for actual and necessary expenditures for reproduction costs telephone expenses, and travel expenses approved by the Contract Officer in advance or actual subcontractor expenses of an approved subcontractor pursuant to Section 4 5, and only if specified in the Schedule of Compensation The Contract Sum shall include the attendance of Consultant at all project meetings reasonably deemed necessary by the City Coordination of the performance of the work with City is a critical component of the services If Consultant is required to attend additional meetings to facilitate such coordination, Consultant shall not be entitled to any additional compensation for attending said meetings 2 4 Invoices Each month Consultant shall furnish to City an original invoice, using the City template, or in a format acceptable to the City, for all work performed and expenses incurred during the preceding month in a form approved by City's Director of Finance By submitting an invoice for payment under this Agreement, Consultant is certifying compliance with all provisions of the Agreement The invoice shall detail charges for all necessary and actual expenses by the following categories labor (by sub-category), travel, materials, equipment, supplies, and sub-contractor contracts Sub-contractor charges shall also be detailed by such categories Consultant shall not invoice City for any duplicate services performed by more than one person City shall independently review each invoice submitted by the Consultant to determine whether the work performed and expenses incurred are in compliance with the provisions of this Agreement Except as to any charges for work performed or expenses incurred by Consultant which are disputed by City, or as provided in Section 7 3, City will use its best efforts to cause Consultant to be paid within 45 (forty-five)days of receipt of Consultant's correct and undisputed invoice, however, Consultant acknowledges and agrees that due to City warrant run procedures the City cannot guarantee that payment will occur within this time period In the event any charges or expenses are disputed by City, the original invoice shall be returned by City to Consultant for correction and resubmission Review and payment by City for any invoice provided by the Consultant shall not constitute a waiver of any rights or remedies provided herein or any applicable law 2 5 Waiver Payment to Consultant for work performed pursuant to this Agreement shall not be deemed to waive any defects in work performed by Consultant 01203 0001/699503 1 EQG 6 ARTICLE 3 PERFORMANCE SCHEDULE 3 1 Time of Essence Time is of the essence in the performance of this Agreement 3 2 Schedule of Performance Consultant shall commence the services pursuant to this Agreement upon receipt of a written notice to proceed and shall perform all services within the time period(s)established in the "Schedule of Performance" attached hereto as Exhibit "D and incorporated herein by this reference When requested by the Consultant extensions to the time period(s) specified in the Schedule of Performance may be approved in writing by the Contract Officer through a Change Order, but not exceeding 90 (ninety) days cumulatively 3 3 Force Mateure The time period(s) specified in the Schedule of Performance for performance of the services rendered pursuant to this Agreement shall be extended because of any delays due to unforeseeable causes beyond the control and without the fault or negligence of the Consultant, including,but not restricted to,acts of God or of the public enemy,unusually severe weather,fires, earthquakes, floods, epidemics, quarantine restrictions, riots strikes, freight embargoes wars, litigation, and/or acts of any governmental agency, including the City, if the Consultant shall within 10 (ten) days of the commencement of such delay notify the Contract Officer in writing of the causes of the delay The Contract Officer shall ascertain the facts and the extent of delay, and extend the time for performing the services for the period of the enforced delay when and if in the judgment of the Contract Officer such delay is justified The Contract Officer's determination shall be final and conclusive upon the parties to this Agreement In no event shall Consultant be entitled to recover damages against the City for any delay in the performance of this Agreement, however caused, Consultant's sole remedy being extension of the Agreement pursuant to this Section 3 4 Term Unless earlier terminated in accordance with Article 7 of this Agreement, this Agreement shall continue in full force and effect until completion of the services but not exceeding 330 working days from the date of the notice to proceed issued by City, except as otherwise provided in the Schedule of Performance (Exhibit `D ) 01203 0001/699503 1 EQG 7 ARTICLE 4 COORDINATION OF WORK 4 1 Representatives and Personnel of Consultant The following principals of Consultant ("Principals ) are hereby designated as being the principals and representatives of Consultant authorized to act in its behalf with respect to the work specified herein and make all decisions in connection therewith William Partridge Vice President (Name) (Title) (Name) (Title) It is expressly understood that the experience, knowledge, capability and reputation of the foregoing principals were a substantial inducement for City to enter into this Agreement Therefore, the foregoing principals shall be responsible during the term of this Agreement for directing all activities of Consultant and devoting sufficient time to personally supervise the services hereunder All personnel of Consultant, and any authorized agents, shall at all times be under the exclusive direction and control of the Principals For purposes of this Agreement the foregoing Principals may not be replaced nor may their responsibilities be substantially reduced by Consultant without the express written approval of City Additionally, Consultant shall utilize only the personnel included in the Proposal to perform services pursuant to this Agreement Consultant shall make every reasonable effort to maintain the stability and continuity of Consultant's staff and subcontractors, if any, assigned to perform the services required under this Agreement Consultant shall notify City of any changes in Consultant s staff and subcontractors, if any assigned to perform the services required under this Agreement, prior to and during any such performance City shall have the right to approve or reject any proposed replacement personnel, which approval shall not be unreasonably withheld 4 2 Status of Consultant Consultant shall have no authority to bind City in any manner, or to incur any obligation, debt or liability of any kind on behalf of or against City, whether by contract or otherwise, unless such authority is expressly conferred under this Agreement or is otherwise expressly conferred in writing by City Consultant shall not at any time or in any manner represent that Consultant or any of Consultant s officers, employees, or agents are in any manner officials, officers employees or agents of City Neither Consultant, nor any of Consultant's officers employees or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City's employees Consultant expressly waives any claim Consultant may have to any such rights 4 3 Contract Officer The Contract Officer shall be Ramzi Awwad or such person as may be designated by the Public Works Director It shall be the Consultant's responsibility to assure that the Contract Officer is kept informed of the progress of the performance of the services and the Consultant shall refer 01203 0001/699503 1 EQG 8 any decisions which must be made by City to the Contract Officer Unless otherwise specified herein, any approval of City required hereunder shall mean the approval of the Contract Officer The Contract Officer shall have authority, if specified in writing by the City Manager, to sign all documents on behalf of the City required hereunder to carry out the terms of this Agreement 4 4 Independent Consultant Neither the City nor any of its employees shall have any control over the manner, mode or means by which Consultant its agents or employees, perform the services required herein, except as otherwise set forth herein City shall have no voice in the selection, discharge, supervision or control of Consultant's employees, servants, representatives or agents, or in fixing their number, compensation or hours of service Consultant shall perform all services required herein as an independent contractor of City and shall remain at all times as to City a wholly independent contractor with only such obligations as are consistent with that role Consultant shall not at any time or in any manner represent that it or any of its agents or employees are agents or employees of City City shall not in any way or for any purpose become or be deemed to be a partner of Consultant in its business or otherwise or a joint venturer or a member of any joint enterprise with Consultant 4 5 Prohibition Against Subcontracting or Assignment The experience, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for the City to enter into this Agreement Therefore, Consultant shall not contract with any other entity to perform in whole or in part the services required hereunder without the express written approval of the City all subcontractors included in the Proposal are deemed approved In addition, neither this Agreement nor any interest herein may be transferred, assigned, conveyed, hypothecated or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of City Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more 25% (twenty five percent) of the present ownership and/or control of Consultant taking all transfers into account on a cumulative basis In the event of any such unapproved transfer, including any bankruptcy proceeding, this Agreement shall be void No approved transfer shall release the Consultant or any surety of Consultant of any liability hereunder without the express consent of City ARTICLE 5 INSURANCE AND INDEMNIFICATION 5 1 Insurance Coverages Without limiting Consultant's indemnification of City, and prior to commencement of any services under this Agreement, Consultant shall obtain, provide and maintain at its own expense during the term of this Agreement policies of insurance of the type and amounts described below and in a form satisfactory to City (a) General liability insurance Consultant shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $1 000,000 per occurrence $2,000 000 general aggregate, for bodily injury, personal injury,and property damage The policy must include contractual liability that has 01203 0001/699503 1 EQG 9 not been amended Any endorsement restricting standard ISO `insured contract language will not be accepted (b) Automobile liability insurance Consultant shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the Consultant arising out of or in connection with Services to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident (c) Professional liability (errors & omissions) insurance Consultant shall maintain professional liability insurance that covers the Services to be performed in connection with this Agreement, in the minimum amount of$1,000 000 per claim and in the aggregate Any policy inception date, continuity date, or retroactive date must be before the effective date of this Agreement and Consultant agrees to maintain continuous coverage through a period no less than three (3)years after completion of the services required by this Agreement (d) Workers' compensation insurance Consultant shall maintain Workers' Compensation Insurance (Statutory Limits) and Employer's Liability Insurance (with limits of at least $1,000,000) (e) Subcontractors Consultant shall include all subcontractors as insureds under its policies or shall furnish separate certificates and certified endorsements for each subcontractor All coverages for subcontractors shall include all of the requirements stated herein (f) Additional Insurance Policies of such other insurance, as may be required in the Special Requirements in Exhibit ' B" 5 2 General Insurance Requirements (a) Proof of insurance Consultant shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers' compensation Insurance certificates and endorsements must be approved by City's Risk Manager prior to commencement of performance Current certification of insurance shall be kept on file with City at all times during the term of this Agreement City reserves the right to require complete, certified copies of all required insurance policies, at any time (b) Duration of coverage Consultant shall procure and maintain for the duration of this Agreement insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Services hereunder by Consultant, its agents, representatives, employees or subconsultants (c) Primary/noncontributing Coverage provided by Consultant shall be primary and any insurance or self-insurance procured or maintained by City shall not be required to contribute with it The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and non- 01203 0001/699503 1 EQG 10 contributory basis for the benefit of City before the City s own insurance or self-insurance shall be called upon to protect it as a named insured (d) City's rights of enforcement in the event any policy of insurance required under this Agreement does not comply with these specifications or is canceled and not replaced, City has the right but not the duty to obtain and continuously maintain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Consultant or City will withhold amounts sufficient to pay premium from Consultant payments In the alternative, City may cancel this Agreement (e) Acceptable insurers All insurance policies shall be issued by an insurance company currently authorized by the insurance Commissioner to transact business of insurance or that is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders' Rating of A- (or higher) and Financial Size Category Class VI (or larger) in accordance with the latest edition of Best's Key Rating Guide, unless otherwise approved by the City's Risk Manager (f) Waiver of subrogation All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow Consultant or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss Consultant hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subconsultants (g) Enforcement of contract provisions (non-estoppel) Consultant acknowledges and agrees that any actual or alleged failure on the part of the City to inform Consultant of non-compliance with any requirement imposes no additional obligations on the City nor does it waive any rights hereunder (h) Requirements not limiting Requirements of specific coverage features or limits contained in this section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type If the Consultant maintains higher limits than the minimums shown above the City requires and shall be entitled to coverage for the higher limits maintained by the Consultant Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City (i) Notice of cancellation Consultant agrees to oblige its insurance agent or broker and insurers to provide to City with a 30 (thirty) day notice of cancellation (except for nonpayment for which a 10 (ten) day notice is required) or nonrenewal of coverage for each required coverage (1) Additional insured status General liability policies shall provide or be endorsed to provide that City and its officers,officials,employees and agents,and volunteers shall 01203 0001/699503 1 EQG 11 be additional insureds under such policies This provision shall also apply to any excess/umbrella liability policies (k) Prohibition of undisclosed coverage limitations None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved of in writing (I) Separation of insureds A severability of interests provision must apply for all additional insureds ensuring that Consultant's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer's limits of liability The policy(ies) shall not contain any cross-liability exclusions (m) Pass through clause Consultant agrees to ensure that its subconsultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by Consultant, provide the same minimum insurance coverage and endorsements required of Consultant Consultant agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section Consultant agrees that upon request, all agreements with consultants, subcontractors, and others engaged in the project will be submitted to City for review (n) Agency's right to revise specifications The City reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving the Consultant 90 (ninety) days advance written notice of such change If such change results in substantial additional cost to the Consultant, the City and Consultant may renegotiate Consultant's compensation , (o) Self-insured retentions Any self-insured retentions must be declared to and approved by City City reserves the right to require that self-insured retentions be eliminated lowered, or replaced by a deductible Self-insurance will not be considered to comply with these specifications unless approved by City (p) Timely notice of claims Consultant shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Consultant s performance under this Agreement,and that involve or may involve coverage under any of the required liability policies (q) Additional insurance Consultant shall also procure and maintain,at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work 5 3 Indemnification To the full extent permitted by law, Consultant agrees to indemnify, defend and hold harmless the City, its officers employees and agents( Indemnified Parties )against,and will hold and save them and each of them harmless from,any and all actions,either judicial, administrative arbitration or regulatory claims damages to persons or property losses, costs, penalties, obligations, errors, omissions or liabilities whether actual or threatened (herein `claims or liabilities ) that may be asserted or claimed by any person, firm or entity arising out of or in 01203 0001/699503 1 EQG 12 connection with the negligent performance of the work, operations or activities provided herein of Consultant, its officers, employees, agents, subcontractors, or invitees, or any individual or entity for which Consultant is legally liable(`indemnitors ),or arising from Consultant's or indemnitors' reckless or willful misconduct,or arising from Consultant s or indemnitors negligent performance of or failure to perform any term, provision, covenant or condition of this Agreement, and in connection therewith (a) Consultant will defend any action or actions filed in connection with any of said claims or liabilities and will pay all costs and expenses, including legal costs and attorneys' fees incurred in connection therewith, (b) Consultant will promptly pay any judgment rendered against the City, its officers, agents or employees for any such claims or liabilities arising out of or in connection with the negligent performance of or failure to perform such work,operations or activities of Consultant hereunder, and Consultant agrees to save and hold the City, its officers, agents, and employees harmless therefrom, (c) In the event the City, its officers, agents or employees is made a party to any action or proceeding filed or prosecuted against Consultant for such damages or other claims arising out of or in connection with the negligent performance of or failure to perform the work, operation or activities of Consultant hereunder, Consultant agrees to pay to the City its officers, agents or employees, any and all costs and expenses incurred by the City, its officers, agents or employees in such action or proceeding, including but not limited to legal costs and attorneys' fees Consultant shall incorporate similar indemnity agreements with its subcontractors and if it fails to do so Consultant shall be fully responsible to indemnify City hereunder therefore and failure of City to monitor compliance with these provisions shall not be a waiver hereof This indemnification includes claims or liabilities arising from any negligent or wrongful act, error or omission, or reckless or willful misconduct of Consultant in the performance of professional services hereunder The provisions of this Section do not apply to claims or liabilities occurring as a result of City's sole negligence or willful acts or omissions, but, to the fullest extent permitted by law, shall apply to claims and liabilities resulting in part from City's negligence except that design professionals' indemnity hereunder shall be limited to claims and liabilities arising out of the negligence recklessness or willful misconduct of the design professional The indemnity obligation shall be binding on successors and assigns of Consultant and shall survive termination of this Agreement ARTICLE 6 RECORDS, REPORTS,AND RELEASE OF INFORMATION 61 Records Consultant shall keep,and require subcontractors to keep, such ledgers, books of accounts, invoices, vouchers, canceled checks, reports studies or other documents relating to the disbursements charged to City and services performed hereunder (the "books and records"), as shall be necessary to perform the services required by this Agreement and enable the Contract Officer to evaluate the performance of such services Any and all such documents shall be 01203 0001/699503 1 EQG 13 maintained in accordance with generally accepted accounting principles and shall be complete and detailed The Contract Officer shall have full and free access to such books and records at all times during normal business hours of City, including the right to inspect,copy, audit and make records and transcripts from such records Such records shall be maintained for a period of three (3)years following completion of the services hereunder, and the City shall have access to such records in the event any audit is required in the event of dissolution of Consultant s business, custody of the books and records may be given to City and access shall be provided by Consultant's successor in interest Notwithstanding the above the Consultant shall fully cooperate with the City in providing access to the books and records if a public records request is made and disclosure is required by law including but not limited to the California Public Records Act 6 2 Reports Consultant shall periodically prepare and submit to the Contract Officer such reports concerning the performance of the services required by this Agreement as the Contract Officer shall require Consultant hereby acknowledges that the City is greatly concerned about the cost of work and services to be performed pursuant to this Agreement For this reason, Consultant agrees that if Consultant becomes aware of any facts, circumstances, techniques, or events that may or will materially increase or decrease the cost of the work or services contemplated herein or, if Consultant is providing design services, the cost of the project being designed, Consultant shall promptly notify the Contract Officer of said fact, circumstance, technique or event and the estimated increased or decreased cost related thereto and, if Consultant is providing design services, the estimated increased or decreased cost estimate for the project being designed 6 3 Ownership of Documents All drawings, specifications, maps, designs, photographs, studies, surveys, data, notes, computer files, reports, records, documents and other materials (the "documents and materials') prepared by Consultant, its employees subcontractors and agents in the performance of this Agreement shall be the property of City and shall be delivered to City upon request of the Contract Officer or upon the termination of this Agreement, and Consultant shall have no claim for turther employment or additional compensation as a result of the exercise by City of its full rights of ownership use, reuse, or assignment of the documents and materials hereunder Any use, reuse or assignment of such completed documents for other projects and/or use of uncompleted documents without specific written authorization by the Consultant will be at the City's sole risk and without liability to Consultant, and Consultant's guarantee and warranties shall not extend to such use, reuse or assignment Consultant may retain copies of such documents for its own use Consultant shall have the right to use the concepts embodied therein All subcontractors shall provide for assignment to City of any documents or materials prepared by them, and in the event Consultant fails to secure such assignment, Consultant shall indemnify City for all damages resulting therefrom Moreover, Consultant with respect to any documents and materials that may qualify as `works made for hire as defined in 17 U S C § 101, such documents and materials are hereby deemed works made for hire" for the City /// 01203 0001/699503 1 FQG 14 6 4 Confidentiality and Release of Information (a) All information gained or work product produced by Consultant in performance of this Agreement shall be considered confidential, unless such information is in the public domain or already known to Consultant Consultant shall not release or disclose any such information or work product to persons or entities other than City without prior written authorization from the Contract Officer (b) Consultant, its officers, employees, agents or subcontractors, shall not, without prior written authorization from the Contract Officer or unless requested by the City Attorney, voluntarily provide documents,declarations, letters of support,testimony at depositions, response to interrogatories or other information concerning the work performed under this Agreement Response to a subpoena or court order shall not be considered `voluntary' provided Consultant gives City notice of such court order or subpoena (c) if Consultant, or any officer, employee agent or subcontractor of Consultant, provides any information or work product in violation of this Agreement, then City shall have the right to reimbursement and indemnity from Consultant for any damages, costs and fees, including attorney s fees, caused by or incurred as a result of Consultant's conduct (d) Consultant shall promptly notify City should Consultant its officers, employees, agents or subcontractors be served with any summons complaint subpoena, notice of deposition, request for documents, interrogatories, request for admissions or other discovery request court order or subpoena from any party regarding this Agreement and the work performed there under City retains the right but has no obligation, to represent Consultant or be present at any deposition, hearing or similar proceeding Consultant agrees to cooperate fully with City and to provide City with the opportunity to review any response to discovery requests provided by Consultant However, this right to review any such response does not imply or mean the right by City to control, direct, or rewrite said response ARTICLE 7 ENFORCEMENT OF AGREEMENT AND TERMINATION 7 1 California Law This Agreement shall be interpreted, construed and governed both as to validity and to performance of the parties in accordance with the laws of the State of California Legal actions concerning any dispute, claim or matter arising out of or in relation to this Agreement shall be instituted in the Superior Court of the County of Los Angeles, State of California, or any other appropriate court in such county, and Consultant covenants and agrees to submit to the personal jurisdiction of such court in the event of such action In the event of litigation in a U S District Court, venue shall lie exclusively in the Central District of California, in the County of Los Angeles State of California 7 2 Disputes, Default In the event that Consultant is in default under the terms of this Agreement, the City shall not have any obligation or duty to continue compensating Consultant for any work performed after the date of default Instead, the City may give notice to Consultant of the default and the reasons 012030001/699503 1 EQG i5 for the default The notice shall include the timeframe in which Consultant may cure the default This timeframe is 15 (fifteen) days, but may be extended, though not reduced, if circumstances warrant During the period of time that Consultant is in default,the City shall hold all invoices and shall, when the default is cured, proceed with payment on the invoices In the alternative, the City may, in its sole discretion, elect to pay some or all of the outstanding invoices during the period of default If Consultant does not cure the default,the City may take necessary steps to terminate this Agreement under this Article Any failure on the part of the City to give notice of the Consultant's default shall not be deemed to result in a waiver of the City s legal rights or any rights arising out of any provision of this Agreement 7 3 Retention of Funds Consultant hereby authorizes City to deduct from any amount payable to Consultant (whether or not arising out of this Agreement) (i) any amounts the payment of which may be in dispute hereunder or which are necessary to compensate City for any losses, costs, liabilities, or damages suffered by City, and (ii) all amounts for which City may be liable to third parties, by reason of Consultant's acts or omissions in performing or failing to perform Consultant s obligation under this Agreement in the event that any claim is made by a third party, the amount or validity of which is disputed by Consultant, or any indebtedness shall exist which shall appear to be the basis for a claim of lien, City may withhold from any payment due, without liability for interest because of such withholding, an amount sufficient to cover such claim The failure of City to exercise such right to deduct or to withhold shall not, however, affect the obligations of the Consultant to insure, indemnify, and protect City as elsewhere provided herein 7 4 Waiver Waiver by any party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant Waiver by any party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement Acceptance by City of any work or services by Consultant shall not constitute a waiver of any of the provisions of this Agreement No delay or omission in the exercise of any right or remedy by a non-defaulting party on any default shall impair such right or remedy or be construed as a waiver Any waiver by either party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement 7 5 Rights and Remedies are Cumulative Except with respect to rights and remedies expressly declared to be exclusive in this Agreement the rights and remedies of the parties are cumulative and the exercise by either party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other party 7 6 Legal Action In addition to any other rights or remedies, either party may take legal action in law or in equity, to cure, correct or remedy any default, to recover damages for any default, to compel 01203 0001/699503 1 EQG 16 specific performance of this Agreement, to obtain declaratory or injunctive relief, or to obtain any other remedy consistent with the purposes of this Agreement Notwithstanding any contrary provision herein, Consultant shall file a statutory claim pursuant to Government Code Sections 905 et seq and 910 et seq in order to pursue a legal action under this Agreement 7 7 Termination Prior to Expiration of Term This Section shall govern any termination of this Contract except as specifically provided in the following Section for termination for cause The City reserves the right to terminate this Contract at any time, with or without cause, upon thirty (30) days' written notice to Consultant, except that where termination is due to the fault of the Consultant, the period of notice may be such shorter time as may be determined by the Contract Officer Upon receipt of any notice of termination, Consultant shall immediately cease all services hereunder except such as may be specifically approved by the Contract Officer Consultant shall be entitled to compensation for all services rendered prior to the effective date of the notice of termination and for any services authorized by the Contract Officer thereafter in accordance with the Schedule of Compensation or such as may be approved by the Contract Officer, except as provided in Section 7 3 in the event of termination without cause pursuant to this Section, the City need not provide the Consultant with the opportunity to cure pursuant to Section 7 2 7 8 Termination for Default of Party if termination is due to the failure of the other Party to fulfill its obligations under this Agreement (a) City may, after compliance with the provisions of Section 7 2, take over the work and prosecute the same to completion by contract or otherwise, and the Consultant shall be liable to the extent that the total cost for completion of the services required hereunder exceeds the compensation herein stipulated(provided that the City shall use reasonable efforts to mitigate such damages), and City may withhold any payments to the Consultant for the purpose of set-off or partial payment of the amounts owed the City as previously stated (b) Consultant may, after compliance with the provisions of Section 7 2, terminate the Agreement upon written notice to the City s Contract Officer Consultant shall be entitled to payment for all work performed up to the date of termination 7 9 Attorneys' Fees If either party to this Agreement is required to initiate or defend or made a party to any action or proceeding in any way connected with this Agreement,the prevailing party in such action or proceeding, in addition to any other relief which may be granted, whether legal or equitable, shall be entitled to reasonable attorney's fees Attorney's fees shall include attorney's fees on any appeal, and in addition a party entitled to attorney s fees shall be entitled to all other reasonable costs for investigating such action, taking depositions and discovery and all other necessary costs the court allows which are incurred in such litigation All such fees shall be deemed to have accrued on commencement of such action and shall be enforceable whether or not such action is prosecuted to judgment 012030001/699503 1 LQG 17 ARTICLE 8 CITY OFFICERS AND EMPLOYEES NON-DISCRIMINATION 8 1 Non-liability of City Officers and Employees No officer or employee of the City shall be personally liable to the Consultant, or any successor in interest, in the event of any default or breach by the City or for any amount which may become due to the Consultant or to its successor, or for breach of any obligation of the terms of this Agreement 8 2 Conflict of Interest Consultant covenants that neither it, nor any officer or principal of its firm, has or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of City or which would in any way hinder Consultant's performance of services under this Agreement Consultant further covenants that in the performance of this Agreement, no person having any such interest shall be employed by it as an officer, employee, agent or subcontractor without the express written consent of the Contract Officer Consultant agrees to at all times avoid conflicts of interest or the appearance of any conflicts of interest with the interests of City in the performance of this Agreement No officer or employee of the City shall have any financial interest, direct or indirect, in this Agreement nor shall any such officer or employee participate in any decision relating to the Agreement which affects her/his financial interest or the financial interest of any corporation, partnership or association in which (s)he is, directly or indirectly, interested, in violation of any State statute or regulation The Consultant warrants that it has not paid or given and will not pay or give any third party any money or other consideration for obtaining this Agreement 8 3 Covenant Against Discrimination Consultant covenants that, by and for itself, its heirs, executors, assigns, and all persons claiming under or through them, that there shall be no discrimination against or segregation of any person or group of persons on account of race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry or other protected class in the performance of this Agreement Consultant shall take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their race, color, creed, religion, sex, gender sexual orientation, marital status, national origin, ancestry or other protected class 8 4 Unauthorized Aliens Consultant hereby promises and agrees to comply with all of the provisions of the Federal Immigration and Nationality Act, 8 U S C § 1 101 el sey , as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein Should Consultant so employ such unauthorized aliens for the performance of work and/or services covered by this Agreement, and should any liability or sanctions be imposed against City for such use of unauthorized aliens, Consultant hereby agrees to and shall reimburse City for the cost of all such liabilities or sanctions imposed, together with any and all costs, including attorneys fees, incurred by City /// 01203 0001/699503 1 EQG 18 ARTICLE 9 MISCELLANEOUS PROVISIONS 91 Notices Any notice, demand request, document, consent, approval or communication either party desires or is required to give to the other party or any other person shall be in writing and either served personally or sent by prepaid, first-class mail, in the case of the City, to the City Manager and to the attention of the Contract Officer(with her/his name and City title),City of Rancho Palos Verdes, 30940 Hawthorne Blvd , Rancho Palos Verdes, California 90275 and in the case of the Consultant, to the person(s) at the address designated on the execution page of this Agreement Either party may change its address by notifying the other party of the change of address in writing Notice shall be deemed communicated at the time personally delivered or in 72 (seventy two) hours from the time of mailing if mailed as provided in this section 9 2 Interpretation The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of this Agreement or any other rule of construction which might otherwise apply 9 3 Counterparts This Agreement may be executed in counterparts, each of which shall be deemed to be an original, and such counterparts shall constitute one and the same instrument 9 4 Integration, Amendment This Agreement including the attachments hereto is the entire, complete and exclusive expression of the understanding of the parties it is understood that there are no oral agreements between the parties hereto affecting this Agreement and this Agreement supersedes and cancels any and all previous negotiations, arrangements, agreements and understandings, if any, between the parties, and none shall be used to interpret this Agreement No amendment to or modification of this Agreement shall be valid unless made in writing and approved by the Consultant and by the City Council The parties agree that this requirement for written modifications cannot be waived and that any attempted waiver shall be void 9 5 Severability In the event that any one or more of the phrases, sentences,clauses, paragraphs,or sections contained in this Agreement shall be declared invalid or unenforceable by a valid judgment or decree of a court of competent jurisdiction, such invalidity or unenforceability shall not affect any of the remaining phrases, sentences, clauses, paragraphs, or sections of this Agreement which are hereby declared as severable and shall be interpreted to carry out the intent of the parties hereunder unless the invalid provision is so material that its invalidity deprives either party of the basic benefit of their bargain or renders this Agreement meaningless /// 01203 0001/699503 1 EQG 19 9.6 Warranty & Representation of Non -Collusion. No official, officer, or employee of City has any financial interest, direct or indirect, in this Agreement, nor shall any official, officer, or employee of City participate in any decision relating to this Agreement which may affect his/her financial interest or the financial interest of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in violation of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in violation of any State or municipal statute or regulation. The determination of "financial interest" shall be consistent with State law and shall not include interests found to be "remote" or "noninterests" pursuant to Government Code Sections 1091 or 1091.5. Consultant warrants and represents that it has not paid or given, and will not pay or give, to any third party including, but not limited to, any City official, officer, or employee, any money, consideration, or other thing of value as a result or consequence of obtaining or being awarded any agreement. Consultant further warrants and represents that (s)he/it has not engaged in any act(s), omission(s), or other conduct or collusion that would result in the payment of any money, consideration, or other thing of value to any third party including, but not limited to, any City official, officer, or employee, as a result of consequence of obtaining or being awarded any agreement. Consultant is aware of and understands that any such act(s), omission(s) or other conduct resulting in such payment of money, consideration, or other thing of value will render this Agreement void and of no force or effect. Consultant's Authorized Initials .4.)Q 9.7 Corporate Authoriiy. The persons executing this Agreement on behalf of the parties hereto warrant that (i) such party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Agreement on behalf of said party, (iii) by so executing this Agreement, such party is formally bound to the provisions of this Agreement, and (iv) that entering into this Agreement does not violate any provision of any other Agreement to which said party is bound. This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the parties. [SIGNATURES ON FOLLOWING PAGE] 01203.00011699503.1 EQG 20 IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the date and year first-above written CITY CITY OF RANCHO PALOS VERDES, a mymic>lpal orporation IIPPIP ) ,....loggil_allbotilW....._ - Favid L Bradley, Mayor ATTEST '1 mai aoka, City Clerk APPROVED AS TO FORM ALESHIRE& WYNDER, LLP 0..). William W Wyn , City Attorney CONSULTANT SMITH-EMERY LABORATORIES, INC , a California Corporation By 63kikk4v4 Name (Milli Ain 4,(46 Title V`(R. , 'Sirdar►- 0 :.d ,, fik I By c Name awe Title 1 ei hh Address 1V . h V i. La V , qc o - Two corporate officer signatures required when Consultant is a corpora if n,with one signature re wired from each of the following groups 1)Chairman of the Board,President or any Vice President,and 2)Secretary,any Assistant Secretary, Chief Financial Officer or any Assistant Treasurer CONSULTANT'S SIGNATURES SHALL BE DULY NOTARIZED, AND APPROPRIATE ATTESTATIONS SHALL BE INCLUDED AS MAY BE REQUIRED BY THE BYLAWS, ARTICLES OF INCORPORATION, OR OTHER RULES OR REGULATIONS APPLICABLE TO CONSULTANT'S BUSINESS ENTITY 01203 0001/699)03 1 EQG 21 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy or validity of that document STATE OF CALIFORNIA COUNTY OF LOS ANGELES W►�1�a.•► E. Pr r-hnti On S ,2022 before me, 6d(1 Si-Grhait personally appeared ►-Ip-lees (.hix. proved to me on the basis of satisfactory evidence to be the person(s)whose names(s)stare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in Ins/het/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s),or the entity upon behalf of which the person(s)acted, executed the instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct „ �, SUSAN STARMAN �` Notary Public California = WITNESS my hand and official seal 44:4; Los Angeles County s: &�� `" Commission e 2257420 1 2 Signature ���iiL/Y!t-r'� My Comm Expires Oct 1 2022 OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL NUMBER OF PAGES ❑ ATTORNEY-IN-FACT Cl TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER DATE OF DOCUMENT SIGNER IS REPRESENTING (NAME OF PERSON(S)OR ENTITY(IES)) SIGNER(S)OTHER THAN N 4MED ABOVE 01203 0001/699503 1 LQG CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy or validity of that document STATE OF CALIFORNIA COUNTY OF LOS ANGELES On ,2022 before me, ,personally appeared ,proved to me on the basis of satisfactory evidence to be the person(s)whose names(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s),or the entity upon behalf of which the person(s)acted, executed the instrument I certif) under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct WITNESS my hand and official seal Signature OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL NUMBER OF PAGES ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER DATE OF DOCUMENT SIGNER IS REPRESENTING (NAME OF PERSON(S)OR ENTITY(IES)) SIGNER(S)OTHER THAN NAMED ABOVE 01203 0001/699503 1 EQG EXHIBIT "A" SCOPE OF SERVICES Special Inspection and Testing services during construction of Ladera Linda Community Park located at 32201 Forrestal Drive The scope includes 1 1 Inspections • Inspections as noted on structural plan sheets SO 01 and SO 02 • Reinforcing steel installation including welding and fabrication • Frame reinforcement beams and columns • Moment Frames • Mix Design Review • Concrete and asphalt concrete placement • Bolts and dowels installed in concrete and masonry • Structural steel fabrication inspection • WPS, WPQR and Welding Certificate Review • All other structural steel field and shop welding • Note Shop Inspection performed outside of the state of California shall be executed under the General Contractor s contract • Welding of Reinforcing Bars and Headed Studs • High strength bolting • Concrete batch plant • Miscellaneous Metal (shop and field) shear connections • Cast-In-Place and Post-Installed Anchors • Masonry Laying and Grouting • Epoxy dowels and bolts • Member connections to masonry 12 Testing • Testing as noted on structural plan sheets SO 01 and SO 02 • Concrete Strength • Masonry Strength • Masonry Mortar and Grout Test • High Strength Bolting • All Anchors • Mortar and Grout • Structural steel welding including Beam to Column Moment Connections • Headed Studs 01203 0001/699503 1 EQG A-I • NDT of Moment Connections • Reinforcing steel • Masonry • Metal deck • Seismic Force Resisting System (SFRS) • Asphalt Density • Concrete Sidewalks Slump and Air Entrainment 2 Reporting 2 1 Provide an outline of the inspection criteria of your standard procedures for inspection work and for testing of materials 2 2 Deputy Inspections and Testing reports 2 2 1 Provide daily inspection reports 2 2 2 Hand-written reports to be left with general contractor at the end of each day (for inspections done on project site) 2 2 3 Electronic format to be provided to entire team or as designated by Construction Manager 2 2 4 Provide Daily Inspection Reports to the following parties and any others not listed required by code • Owner • General Contractor • Construction Manager • Architect • Structural Engineer • City of Rancho Palos Verdes 2 2 5 Provide a Final Inspection Report / Final Affidavit based upon Consultant's overall evaluation of the work inspected,signed and stamped by a registered engineer in the State of California At minimum, the Final Report shall include • Days of tests and inspections for work performed by the Consultant • Condition of the substrate/work in place that is receiving inspected work • Verification of products installed • Meet the requirements of the city for final inspection 2 2 6 The Exterior Insulation Finishing System (EIFS) will require inspections as per CBC 1705 16 2 2 7 The Building Construction is Type IIB Inspections will be 01203 0001/699)03 1 EQG A-2 required for through-penetrations of the membrane, firestop penetrations and fire resistant joint systems as well as perimeter fire barrier systems per CBC 1705 17 3 Meetings 3 1 Preconstruction meeting(s) to be held prior to start of inspection services for structural steel fabrication,concrete placement structural steel erection and field welding 3 2 Attendance of the inspector at weekly project team meetings as required Provide number of meetings anticipated to attend, hours and rate If attendance is required notification will be provided forty-eight (48) hours in advance 01203 0001/699503 1 EQG A-3 EXHIBIT "B" SPECIAL REQUIREMENTS (Superseding Contract Boilerplate) Added text indicated in bold italics, deleted text indicated in sty, etlgh In accordance with Paragraph S 4 of the Request for Proposals, acceptable charges will be for actual time of work on the Project site or at a fabricator's facility only Standard hourly minimums as sometimes employed by the Industry will not be allowed Time for travel will not be allowed 01203 0001/699503 1 EQG B-I EXHIBIT "C" SCHEDULE OF COMPENSATION Consultant will be compensated on a time and materials basis, using the rates established in Consultant's Proposal dated February 17, 2022 and Cost Proposal dated February 15, 2022 Total compensation shall not exceed $213,818 (Two Hundred Thirteen Thousand Eight Hundred Eighteen Dollars) 01203000I/699>03I FQG C-1 los" 01A-ESMITH-EMERY LABORATORIES co .In Independent Commercial besting Laborutorr, Established 1904 ` 781 East Washington Boulevard Phone(213)749-341 1 Los Angeles.CA 90021 Fax (21 3)741-8420 City of Rancho Palos Verdes February 17, 2022 Ramzi Awwad RE: Special Inspections and Materials Testing for Ladera Linda Community Park Project Mr. Awwad, Smith-Emery Laboratories, Inc. is pleased to submit our proposal to provide Special Inspections and Materials Testing. Our goal is to support you with our professional engineers, geologists, field and laboratory technicians and perform the required services with prompt, responsive service that is accurate and cost effective. Smith-Emery has been providing these services in support of neighboring cities, and municipalities throughout Southern California since 1904. The value provided by selecting Smith-Emery will be a combination of personnel, resources, and efficiency which include local personnel to service your projects, guaranteed response times, and around-the-clock laboratory resources available to you. We offer: ✓ Fully accredited laboratory in Los Angeles,for prompt&economic response. ✓ Our familiarity with the local jurisdiction,site conditions and technical knowledge, along with a team of 350+ experienced engineers,geologists,inspectors and technicians ensure the most responsive,cost-effective and technically competent services. ✓ Our in-house material testing laboratories are extensively equipped and accredited by Caltrans,AASHTO, ASTM, LADES,OSHPD and Division of the State Architect. ✓ Smith-Emery can respond to emergency calls promptly.Our dispatch department is quick and responsive to the needs of our clients. We are a true service company. We are confident that our expertise and value-for-service makes us the right team for your projects. The Smith-Emery team appreciates the opportunity to submit this proposal and look forward to providing services for the Ladera Linda Community Park project. If you have any questions or need clarifications, please contact me directly. Firm Information: Complete legal name: Smith-Emery Laboratories, Incorporated (Inc.) Legal Entity: A California Corporation, CA Corporation I.D.#C2132068 Contract Executive: William Partridge,Vice President wpartridge@smithemerv.com (213) 749-3411 Primary Contacts: Rob Greeley, Project Manager rob@smithemerylabs.com (714) 238-6133 Mac Feller, Project Manager mfeller@smithemery.com (213)494-0161 Respectfully Submitted, m £4- William Partridge Vice President Company Information Smith-Emery has extensive history of providing services to Smith-Emery Laboratories, Inc. municipalities and public agencies throughout California in an as needed capacity.As the largest independent laboratory in Founded April 1904 in San Francisco,CA the region we have the expertise and ample resources to Family-owned/operated S-Corporation provide experienced trained staff for the City of Rancho Palos Verdes—equipped and ready to go! Years in Business: 117 For this contract, we will provide Materials and Soils Inspection and Testing services out of our laboratory in Principal-In-Charge:James E. Partridge, PE Anaheim. Mr. Robert Greeley, Operations Manager with 40 years of experience will be the Project Manager and our point 7 offices—providing support, technical expertise of contact. Having a central contact will facilitate the City's 350+Inspectors ease of access to resources. With all resources under one 15 Project Managers umbrella,there will be no delay in getting the right person to 8 Project Engineers the assigned Task Order since Rob will have access to our 2 Geotechnical Engineers deep resources — local and company-wide including over 3 Registered Geologists 350+ inspectors. 30 Laboratory Technicians Certified,Trained Field Staff Smith-Emery Company, Los Angeles,CA Smith-Emery has a large team of certified personnel. We Smith-Emery Laboratories,Anaheim,CA invest in our people to make sure we have certified testers Smith-Emery San Francisco,San Francisco,CA with a breadth of testing certifications to cover any Smith-Emery San Francisco, Hanford,CA circumstance that may arise in the field. Our staff are Smith-Emery Laboratories, New York, NY certified in CALTRANS, CTM, ACI, ICC, ASNT, DSA, OSHA, as Smith-Emery Canada, Montréal,Quebec well as staff trained in nuclear gauge operation. Smith-Emery China,Shanghai,China Testing Laboratories Local Laboratory Smith-Emery has two (2) large, fully accredited testing 1197 North Tustin Avenue Anaheim,CA 92807 laboratories in Anaheim and Los Angeles which will mean that you always have access to timely and responsive Contacts: services. All laboratory testing services under this contract Robert Greeley, Project Manager will be performed by experienced personnel in laboratories M:714.231.2049 rob@smithemerylabs.com certified to comply with ASTM E-329 (Standard Specification for Agencies Engaged in Construction Inspection, Special —Inspection, or Testing Materials Used in Construction). Our laboratories are also certified by AASHTO Accreditation Program (AAP),California Department of Transportation(CALTRANS), Los Angeles City(LADBS)and Division of the State Architect(LEA). Soils and Asphalt Laboratory Capabilities Smith-Emery has a full-service CALTRANS,AASHTO, and DSA (LEA) accredited soils and asphalt laboratory, engineering technicians and professionals to provide comprehensive geotechnical consulting services. Deep Resources Smith-Emery offers diverse services that compliment work requirements and make it easy for clients to easily access any service that may arise in the course of project execution—special inspection,materials and soils testing, Geotechnical services, Environmental services, metallurgy and curtain wall testing. SN'EM .© City of RPV Special Inspection Services 13 rgpe Technical Capabilities: Geo-Laboratory Testing Engineering Services Soils Preliminary Soils/Geology Investigation Sieve Analysis, Fine or Coarse,ASTM C136 Site Evaluation Material Finer than#200,ASTM C 177/D1140 Hydrogeological Site Characterization Hydrometer Analysis,ASTM D 422 Foundation Recommendations Specific Gravity Soils,ASTM D 854 Geologic Mapping Atterberg Limits,ASTM D4318 Remedial Grading Recommendations Moisture-Density Rel. of Soils, STM D1557 Liquefaction Studies/Seismic Design Consolidation Test,ASTM D 2335 Settlement Analysis Unconfined Compression Test,ASTM D 2166 Deep Foundation Design Recommendations Expansion Index, UBC-29-2,ASTM D 4829 Shoring Design Parameters Direct Shear Test,ASTM D 3080 Pavement Design Permeability, Constant Head, ASTM D 2434 Forensic Investigation Permeability, Falling Head,ASTM D 5084 Foundation and Landslide Studies Earthquake Fault Zone Investigations Aggregate Absorption. Coarse/Fine, ASTM C 127/1280 Field Inspection and Testing Specific Gravity. Bulk SSD Coarse/Fine ASTM C Mass Grading Inspection and Testing 127/128 Backfill Inspection Cleanness Value, California 227 Footing Inspections Sand Equivalent,ASTM 2419 Hot Mix Asphalt Placement Inspection Sodium or Mag. Soundness,ASTM C88 Pile Driving and Caisson Inspection "R"Value,CT 301/ASTM 2844 Drilled Foundation Inspections Percent Flat/Elongate CT 119/ASTM 4791 Shoring Inspections Inspection of Tie-Back Anchors Hot Mix Asphalt Batch Plant Inspection Stability Tests: Hveem, CT 304/366 40-Hour OSHA HAZWOPER Personnel Maximum Density: Hveem CT 304/308 Gradation of Extracted Sample CT 202 Maximum Theoretical Specific Gravity CT 309 Core Density, CT 308 Oil Content by Ignition Oven, CT 382 Geotechnical Services Smith-Emery's Geotechnical Engineers and geologists are experienced in planning and executing subsurface soil investigations which follow building code requirements and will be tailored to meet the specific needs of the assigned project. Our engineers are knowledgeable in foundation designs for a wide variety of structures. Our past projects have ranged in complexity from straightforward investigations involving a few borings or shallow test pits to complex investigations requiring detailed analysis of rock bedding and structure through down-hole logging in excess of 50 feet. Our trained technicians will be dispatched to the job site as needed. A small sampling of the services we provide includes mass grading inspection,testing pile driving inspection, backfill inspection, drilled footing inspections, shoring inspection, footing inspections, inspection of tie-back anchors,and asphalt lay down inspection.We also provide soils services for sewage disposal systems,such as percolation testing and seepage pit/leech line design. <H FM \©�p �o� City of RPV Special Inspection Services 14 Special Inspection Services Reinforced Concrete High Strength Bolting Batch Plant Intumescent Paint Shotcrete Fireproofing Structural Masonry Roofing Precast Fabrication Waterproofing Post-tensioned Concrete Soils Timber Environmental Post-Installed Anchors Hot Mix Asphalt Epoxy Non-Destructive Testing(NDT) Material Identification Structural Investigation of Existing Building Structural Steel Fabrication Fibrewrap Field Welding-Visual Inspection QA/QC Management Shop Welding-Visual Inspection City of RPV Special Inspection Services 15 )90G TEAM Smith-Emery intends to staff the project from our Anaheim office, located less than 10 miles from the City. Mr. Robert Greeley,Operations Manager with 40 years of experience will be the Project Manager and our point of contact.With all resources under one umbrella, there will be no delay in getting the right person to the assigned project since Rob will have access to our deep resources— local and company-wide including our over 250 inspectors in Southern California. Smith-Emery's inspection and field staff's current workload and staffing selected for this contract will allow 100%of it's time to the project without compromise once we begin the project. Edward Salazar, PE,CWI ROBERT GREELEY SIMON BITTAR, PE Principal-In-Charge Project Manager Senior Engineer Mr. Salazar provides executive Mr. Greeley is the operations Mr. Bittar has over 20 years of support for field inspection Manager for our Anaheim location. experience and is responsible for the personnel and Smith-Emery He has been with Smith-Emery for project management of many of our projects. His responsibilities include 40 years and has an extensive geotechnical investigations as well oversight for operations in all of our experience in managing our public as overseeing soil technicians, laboratories and field work, works projects. He assumes the preparing compaction reports, providing a cost effective and role of Project Manager ensuring providing geotechnical observations quality driven approach. He has resources are available and & inspections during the grading over 25 years of experience in allocated according to the project operations& construction phase. 'mega' projects such as La Guardia requirements on a timely manner. Airport Redevelopment and the Metro Crenshaw/LAX Transit Design-Build Project. ARTEDI CORTEZ,PE,GE PATRICK MORRISON PG,CEG LEONARD ROBERTSON Senior Geotechnical Engineer Geologist Lead Technician Artedi Cortez is a registered civil Mr. Morrison been with Smith Mr. Robertson is our Lead Field and geotechnical engineer with Emery for 30 years. He is an Supervisor who has extensive over 40 years of experience as a expert in environmental site experienced with public works and geotechnical engineer, characterizations, fault hazard capital improvement projects. He is geotechnical researcher & civil studies, slope stability responsible for all aspects of engineering adjunct instructor. He analysis, geologic mapping, technician supervision, project is responsible for the oversight of grading and paving inspection plan, specification review, soils, infrastructure projects where and footing/pier inspections. asphalt, concrete and pull/torque Smith-Emery serves as the He performs field work, testing. He has been with Smith- Geotechnical Engineer of Record. engineering analysis, and Emery since 2006. report writing for geotechnical investigations. Smith-Emery maintains a large base of professionals enabling the firm to respond to the project's fluctuating needs and to complete the project on time. Smith-Emery's current and anticipated work load is such that experienced personnel assigned to the contract will be able to accomplish projects assigned during the contract duration. Smith-Emery's inspection and field staff's current workload and staffing selected for this contract will allow 100%of it's time to the project without compromise or as-needed as dictated by the schedule.Additionally, we utilize multi-certified inspectors whenever possible. This saves time and money because we will assign personnel who can cover concrete and steel, or soils and concrete rather than having to dispatch multiple inspectors to cover each type of test and inspection. Not switching out inspectors means we can maintain continuity as well as promote team building and ensure a reduction of the learning curve on the project—this will save time, keeping the project moving. 4H"EMF qQ�< City of RPV Special Inspection Services 16 7904 Staff will be available 24 hours per day/7 days per week, as dictated by the City requirements. You will always have direct access to the project manager. We continuously review the schedule in order to accommodate the projects needs and ensure adequate staff is always available. We know from experience that sometimes on projects,schedules can be very fluid or disrupted. By continuing to monitor the schedule we can stay ahead of the curve and guarantee we will have our staff available when needed. It is our philosophy to 'leave the lights on' in the laboratory- meaning our labs can be staffed on 24 hours, 7 day per week basis. We are committed to keeping the projects on schedule. Key Personnel have been selected based on their experience, as well as working for other agencies with similar projects. These skills are critical in order to comply with quality standards and specifications, to keep projects moving to completion. The Smith-Emery team was designed to exceed your contractual expectations and to provide the most efficient and timely quality assurance and material engineering functions. We have placed our most experienced staff in key positions, people you can trust, as well as access to experts and superior skilled technicians. Our depth of planned resources will guarantee staff mobilization to any position within 24 hours after your request is received. In today's construction climate, Smith-Emery understands the City will have concerns about workload and availability of staff. Once accepting an assignment from the City,we will be completely committed to the project. We have carefully examined our workload prior to proposing on the contract and we are confident we will have staff available upon receiving a Notice-to-Proceed. Company-wide, we have more than 300 inspectors and technicians and more than 200 available staff in Southern California.Our staff has a diversity of technical expertise and a depth of experience that is unique in the industry. Ed Salazar,PE,CWI Principal-In-Charge Robert Greeley Project Manager Inspection Services Laboratory Services Engineering Services Leonard Robertson-Lead Janeth Quintero, PE Simon Bittar, PE Technician Artedi Cortez,GE Darrel Sagert-Inspector Carlos Lievanos Patrick Morrison, PG,CEG Khaldoun Samaan-Inspector qQ�< City of RPV Special Inspection Services 17 79oh :QV EMV Edward Salazar, PE, CWI Principal-In-Charge 1904 Mr. Salazar is an engineering professional offering outstanding technical and leadership abilities focused on quality, safety, manufacturability, installation, Education construction, cost effectiveness and maintainability. His infrastructure projects have included airport terminals, bridges, government buildings, transportation systems, B.S.,Civil Engineering, highways and roadways, hospitals and state / government facilities. Mr. Salazar's University of California commercial projects include high-rise buildings, building complexes, industrial parks, schools / universities, corporate / private / public buildings, manufacturing Professional Registrations plants and new construction, while his residential projects have included single and multifamily homes. He specializes in building code compliance, reinforced Professional Engineer, concrete structures, structural steel systems, transportation systems and site California (#C69257) inspections and compliance. Selected Project Experience AWS QC1, Certified Welding LaGuardia Airport Redevelopment P3,New York,NY.Owner: Port Authority of NY&NJ. Inspector(#17021621) Employer:TRC Engineers(1/2016—12/2017)-Assigned as Area Quality Engineering Director on this $4 Billion LaGuardia Airport expansion project located in the 30-Hour OSHA Training Course Borough of Queens, NY. Project construction consisted of a new Terminal B, a new Certificate of Completion, west garage with a pedestrian connection between the two. This project also included Construction Safety and Health, a new receiving facility, new warehouse distribution facility and new hydrant aircraft (#34-601370707) fueling infrastructure. Directed and oversaw staff providing the following: QA/QC inspection and NDT of structural materials to ensure the structural materials are properly designed, fabricated, inspected and released to the jobsite; Development IAS Special Inspection Agencies of Quality System platforms to integrate with the project's Building in Building Construction Information Models (BIM); Special Inspections in accordance with the NYC Dept.of Certification, Modules 1 and 2 Buildings(NYC DOB); Review of site-wide utility plans and specifications(water,gravity sewer, sewer force main and storm drains); Review of airside gravity sewer and storm drain plans and specifications; Inspection and testing of utilities (water, sewer, force mains, storm drains)and another airside work(runway lighting and runway pavement);QA/QC inspections of building renovations.; and Electronic inspection reporting and web-based database for compiling of documents into Final Acceptance Packages. Gerald Desmond Bridge Replacement Design-Build Project, Long Beach, CA. Owner: Caltrans. Employer TRC Engineers (9/2015 — 3/2016) - Served as Lead Structures Material Representative on this $1 Billion D-B Bridge Replacement project. The new replacement bridge was built with a cable-stayed design and is 205 feet above the water. The Gerald Desmond Bridge was designated as a National Highway System Intermodal Connector Route and part of the Federal Strategic Highway Network, and is a critical structure that serves the ports of Long Beach and Los Angeles, the City of Long Beach, Los Angeles and Orange 4M'E Y Dit City of RPV Special Inspection Services 18 7eoA RobertGreeley Project Manager x904 Mr. Greeley is a valued member of our management team and has Certifications: worked with Smith-Emery since 1978. Robert has extensive International Code Council Special experience in managing public works and private sector projects and Inspector No.8408785 Soils- is familiar with their various requirements. He assumes the role of Exp. 1/13/2019 Operations Manager overseeing QA/QC both for field and laboratory testing programs assuring adherence to Project American Concrete Institute: specifications and CW/QC requirements. Certificate of Completion Shotcrete: Guide&Specification-11149 Selected Project Experience NDT-Ultrasonic Testing Level I LA Stadium & Entertainment District-Rams Stadium LAX Southwest Airlines Terminal 1& 1.5. National Highway Institute— High Speed Rail-Phase II-Central California Certificate in HMA Paving Field Cleo Parking Structure-6500 Parking Spaces-Disneyland,Anaheim Inspection FHWA-NHI-131129 Transportation Center Parking Structure Expansion—Fullerton, CA Caltrans Certified:CT539-CT540- California State University, Fullerton/Student Housing/Parking CT543-CT556-CT557-CT504-CT518 Structure—Fullerton, CA Hyundai Motor Company,Corporate Headquarters& Parking CED Engineering Soil Mechanics: Structure—Fountain Valley, CA Certificate Classification of Soils-CN: Loma Linda University Medical Center—Loma Linda, CA G04-002 OCPC Broadcom, Irvine Campus & Bridge—Irvine, CA Santa Ana College,Santa Ana College,CA CED Engineering Soil Mechanics: Burbank Airport Expansion-Burbank, CA Certificate Classification of Soils-CN: Port of Long Beach, Oxy Wells Removal-Gerald Desmond Bridge— G04 002 Long Beach, CA Nuclear Gauge Certification ID#1979 Port of Long Beach, Piers "E," "F," "G,"and "T"—Long Beach, CA Long Beach Airport,Air Carrier Ramp,Taxiway G—Long Beach,CA Public Works Inspection Program, International Polytechnic High School—Pomona, CA Santiago Canyon College Orange County Sanitation District Plant Expansion-Fountain Valley, CMAA-Certificate of completion in CA Professional Construction Orange County Water District,Various Projects,Orange County CA Management OSHA-30 Hr.Completion date 7/31/2019 IN-EN 1lDt City of RPV Special Inspection Services 19 ,go& Simon Bittar, PE Senior Project Fngineer 1904 Mr. Bittar has performed hundreds of Geotechnical Investigations over the past 20 years. Mr. Bittar is responsible for the project management of many of our Education: geotechnical investigations; overseeing and providing technical guidance to soil B.S., Civil Engineering,California technicians; recommendations, preparation of geotechnical engineering reports State University Los Angeles and compaction reports; as well as providing geotechnical construction observations and inspections during the grading operations and construction Professional Registration: phase. Registered Civil Engineer #C68166 Selected Project Experience City of Los Angeles Los Angeles RAMS Stadium&Entertainment District—Inglewood,CA Registered Grading Deputy Mass grading, Compaction reports, spread footings,deep piles, Inspector#P008158 recommendations, and engineering analysis. Certifications: Central Plant Expansion for Long Beach City College—Long Beach,CA HAZWOPER-40 Hour Trained Prepared Geotechnical Investigation Reports for the proposed construction City of Santa Monica for Santa Monica Airport—Santa Monica,CA Prepared Geotechnical Investigation Reports for building renovation & street improvement. Music and Theatre Building at Long Beach City College—Long Beach,CA Prepared Geotechnical Investigation Reports for the proposed construction. Washington Elementary School,Corona-Norco Unified School District New classroom and Percolation test. Santa Ana Unified School District—Santa Ana,CA Prepared Geotechnical Investigation Reports for the proposed construction of a classroom building. Foothill Elementary School,Corona-Norco Unified School District—Corona Provided Geotechnical Investigation for concrete slab distress investigation. Norco high School,Corona-Norco unified School District—Norco,CA Provided Geotechnical investigation for varsity baseball field lighting. Fox Studios,Century City—Los Angeles,CA Prepared Geotechnical observation during the construction of the office building on lot "B". The building consisted of two- to three-story structure over three levels of subterranean parking. 4µ-E4F City of RPV Special Inspection Services 110 7904 'CEM Artedi Cortez, PE, GE Project Engineer/Geotechnical Engineer 1904 Mr. Cortez is a registered civil and geotechnical engineer with over 30 years of experience as a geotechnical engineer,geotechnical researcher and civil Education: engineering adjunct instructor. He is responsible for the oversight of all M.S. Geotechnical public and private infrastructure projects in which Smith-Emery serves as Engineering,World Open geotechnical engineer of record. With eight direct reports including University, South Dakota registered and professional geologists,civil(and soils)engineers, inspectors, soils technicians and document control specialists, Mr. Cortez B.S. Civil Engineering, has the resources available to approach each geotechnical engineering University of The engagement in a careful,scientific and professional manner. He has Philippines provided geotechnical design recommendations for new construction projects for municipal,government and large-scale commercial projects Professional Registration: throughout California. Professional Civil Engineer #26009 Selected Project Experience: Professional Geotechnical Long Beach Community College/P2 Parking Structure Engineer#239 Geotechnical Engineer of Record: Mr. Cortez served as Smith-Emery's geotechnical engineering manager for the construction of the 530 parking spaces structure on Certifications: the Long Beach City College. He provided the geotechnical design ASCE,ASTM, and ICC recommendations for the largest Mechanically Stabilized Earth(MSE) Retraining Wall at over 100 feet tall. Credential to Teach RAMS Stadium/Los Angeles Stadium and Entertainment District Surveying, State of Geotechnical Engineer of Record: Mr.Cortez served as Smith-Emery's geotechnical California engineering manager for the largest commercial construction project in Southern California—at$5 billion construction cost. He provided the geotechnical design recommendations for the largest Mechanically Stabilized Earth (MSE) Retraining Wall at over 100 feet tall. Long Beach Community College/ Music and Theater Building Geotechnical Investigation and Site Seismic Specific(Ground Motion Analysis) Performed Engineering analysis,Geology and Supervised all field work including drilling and shear wave velocity measurement,engineering analysis and report preparation. Compton Unified School District Geotechnical Engineer of Record:Mr. Cortez served as geotechnical engineer for various bond measure projects. In this capacity, Mr.Cortez made geotechnical design recommendations and performed technical reviews for different Compton Unified School District Projects. Burbank Airport Intermodal Transportation Center Geotechnical Engineer of Record:Mr.Cortez served as the Geotechnical Engineer for this multi-faceted$112 million project which was the largest capital project in the airports history. He led Smith-Emery's geotechnical investigation effort and made design recommendations.In addition, Mr.Cortez oversaw and directed all required material testing. SN'ENF. City of RPV Special Inspection Services 111 '90A ci , Patrick Morrison, PG, CEG c° Project Manager/Geologist yPRANG\� Mr. Morrison has over 30 years of professional experience with geotechnical, environmental and material testing and inspection services. Academic Background: His responsibilities encompass project management on major infrastructure B.A. Geology, Humboldt projects, environmental site characterizations, fault hazard studies, slope State University, 1987 stability analysis, geologic mapping, grading and paving inspection and footing/pier inspections. Active in project oversight for earthwork and Professional Registration: paving inspection and testing, as well as special inspections on projects, CA Professional Geologist review of field and laboratory data for conformance to project No. 7174 specifications, and presentation and communication of data to clients and regulatory agencies. CA Certified Engineering Geologist No. 2643 Selected Project Experience Certifications: Los Angeles Stadium & Entertainment District (RAMS)—Los Angeles, CA Nuclear Density Gauge California High Speed Rail CP 2-3—Central Valley, CA and Radiation Safety Officer Trained Long Beach City College, Music Complex Buildings G and H—Long Beach, CA Toyon Road Landslide Repair—Catalina Island, CA OSHA 40 hour Hazardous Long Beach City College—Central Plant Expansion Waste Operations/ Emergency Response Multiple Projects—Chevron, El Segundo, CA Training 17315 West Sunset Boulevard, Slope Stability—Pacific Palisades, CA Rambla Pacifico Landslide Repair—Malibu, CA Multiple Projects—Port of Long Beach, CA San Francisco-Oakland Bay Bridge Demo Demolition,Seismic Evaluation San Francisco-Oakland Bay Bridge Demo Bearing Capacity Evaluation Central Subway Yerba Buena/Moscone Station Pre-Construction Borings— San Francisco,CA San Francisco County Jail#3—San Francisco, CA Pump Station Emergency Repair—Redwood City, CA Recycled Water Pipeline repair and new construction—Redwood City, CA San Francisco Historic Fire Station#30—San Francisco, CA Golden Gate Park South Windmill—San Francisco,CA Twin Peaks Reservoir Existing Conditions—San Francisco, CA SN-EM qQ�< City of RPV Special Inspection Services 112 7eo4 cod-o Leonard Robertson Field Technician Supervisor /9O4 Certifications: Mr. Robertson is a valued member of our team. He has over 15 American Concrete Institute Field years of field experience and was promoted to the position of Field Testing Technician-Grade I Technician supervisor in 2015. He is proficient with public works Certification, and private sector projects including schools, Hospitals, Exp.01/14/2022 Transportation and Capital Improvement Projects (CIP). Leonard's responsibilities include all aspects of technician supervision, CALTRANS project planning and specification review, soils, asphalt, concrete CT 125-Admixture Sampling and pull/torque testing. CT 125-Bituminous Sampling CT 125-General Sampling Selected Project Experience CT 125—PCC Sampling CT 125—AGG Sampling,Aggregates CT 125—HMA Sampling CT 231-Relative Compaction, Cal State Polytechnic University, Pomona—Student Services Building Nuclear Gauge CT 375—AC Density by Nuclear Pomona,CA Gauge CT 504-Air Content of PCC, California State University, Fullerton Student Housing-Fullerton, Pressure Method Loma Linda University Medical Center-Loma Linda, CA CT 518-Unit Weight, PCC CT 539-Sampling Fresh Concrete Port of Long Beach—Long Beach, California CT 540—Making Cylinders CT 543-Air Content of PCC, Orange County Great Park,Sports Park-Irvine, CA Volumetric Method Transportation Center Parking Expansion-Fullerton,CA CT 556-Slump, PCC CT 557—Temperature, PCC Nuclear Gauge Certified Railroad Safety Certification e©ti1City of RPV Special Inspection Services I 13 ,bot, U Darrell Sagert Special Inspector Mr. Sagert is a Special Inspector with over 20 years of experience as a construction inspector and 42 years in the construction field. Darrell Certifications has worked with Smith-Emery since 2013 on numerous public works American Concrete projects. Darrell is multi-certified and experienced with utilizing Institute Field Technician— various inspection methods. Cert#00065277 International Code Council Selected Project Experience #5055166 Perry Lindsey Middle School, Gym—Long Beach, CA Building Inspector Johnson Middle School—Westminster, CA Structural Masonry Prestressed Concrete Long Beach ECATS—Long Beach, CA Reinforced Concrete Bonita High School—La Verne, CA Structural Masonry Los Angeles Trade Technical College—Los Angeles, CA City Licenses: Anaheim Convention Center Expansion—Anaheim, CA Irvine: Concrete, Promontory Point Apartments—Newport Beach, CA Masonry, Post Tension Concrete, Masonry and OCPC Broadcom, Irvine Campus—Irvine,CA Post Tension Micro Vention—Aliso Viejo, CA Newport Beach:Concrete Santiago Canyon College—Orange, CA Long Beach: Concrete, Demille Elementary School—Westminster,CA Masonry and Post Platinum Vista Apartments—Anaheim, CA Tension Federal TWIC Card for Ports DSA Masonry(Cert#5328 Exp. 11/1/2025) Los Angeles County Cert#0200 Concrete lH"EM \qQ- �/< City of RPV Special Inspection Services 114 \Bo 4/ kk . E4,,_ Khaldoun Samaan Certified Special Inspector 1904 Mr. Khaldoun is a valued member of the Smith-Emery team. He has extensive Certifications: experience with K-12 project as well as other public and private development projects. Samaan is certified and experienced with utilizing various testing and American Concrete Institute Field Technician inspection methods. Cert.#01310144 Selected Project Experience Concrete Field Testing Technician California State Los Angeles Student Housing—Los Angeles, CA Grade I, Expiry 7/13/2024 Estencia High School Aquatic Center—Costa Mesa, CA Adhesive Anchor Installation Mira Costa High School Athletic Complex—Manhattan Beach, CA Expiry 3/24/2023 Orange Coast College—Costa Mesa, CA International Code Council El Toro High School Modernization—Lake Forest, CA Cert.#: 8340676 Canyon High School Track and Field Renovation—Canyon Country,CA Reinforced Concrete Verdugo Elementary School Modernization—Glendale, CA Structural Steel & Bolting Structural Masonry Rancho Verde High School—Moreno Valley, CA Spray Applied Fireproofing Glen Avon Elementary School—Riverside, CA Prestressed Concrete West Creek Academy—Santa Clarita, CA Walnut Elementary School Retaining Wall—Newbury Park, CA Los Angeles County Concrete Chaparral Middle School Solar Addition—Diamond Bar, CA DSA Henry Mayo Newhall L Building, Riverside University Health Systems, Riverside, CA Masonry Cert#6077 Jet Propulsion Laboratories(NASA)—Pasadena,CA Concrete Cert#6300 Fullerton Road—City of Industry,CA 4H"E4 g'Q�< City of RPV Special Inspection Services 115 790* Experience&References Smith-Emery has an extensive experience in supporting Southern California municipalities with Geotechnical, material testing and inspections.The following is a list of our recent similar work but is not an all-inclusive list. 1 City of Fullerton Contract Duration: 2014-Current Nick Thomas (949)933-4607 Gar Huang(714) 738-6895 I garh@ci.fullerton.ca.us City of Fullerton 303 W. Commonwealth Ave. Fullerton, CA 92832 Smith-Emery provides Geotechnical, materials testing& inspection services on various CIP/DIR projects: subgrade trench backfill, base and asphalt testing and inspection services for multiple sewer lines throughout Fullerton • Chapman Ave Rehabilitation-CIP 44035—August 2018 (T&I) • Balcom and Wilshire—CIP 48003—July 2018 (T&I) • 1500 N Acacia Reservoir Investigation—July 2018 (Geotech/Pavement Investigation) • Valencia Park—CIP 54026—Nov 2017 (T&I) • Various Water Main Repair Project—CIP 51023—Sept 2017 (T&I) • Fullerton Airport—CIP 74-49007—Oct 2016(T&I) • Rolling Hills Investigation—Nov 2016(Geotech/Pavement Investigation Jurupa Community Services District Contract Duration: 2012-Current (On-Call) Enayat Khugyani, PE,Senior Engineer Jurupa Community Services District(Previously with City of Upland) (909) 532-9675 I ekhugyani@icsd.us We have provided services for various projects including Sky Lift Station at Lucerita Ave at Rigel Way & JCSD UPRP Crossing/Glen Avon Trunk Sewer Phase (Started July 2020 -Current), previous roadway rehab, street improvement (curbs/sidewalks/roadways), utility relocation projects, emergency utility repair project (24/7 on-call) Clay Grade Separation,Water Grade Replacement CIP 155007, Santa Ana River Project, Wells Road Street Rehabilitation. City of Upland Contract Duration: 2013-Current (On-Call) Kirk Swanner,Associate Engineer Office:909.291-2938 Cell:909.367.0353 7th Street reconstruction: Providing base and asphalt testing and inspection services in accordance with Caltrans Construction Standards 4H'EM 11 City of RPV Special Inspection Services 116 \'804 4 City of Irvine Contract Duration:2013-Current (On-Call) Rick Torres,Construction Inspection Supervisor (949)724-7653 I RTorres@cityofirvine.org We have been providing services to the City of Irvine for almost 20 years. The services have been related to public works—roadways, highway,grade separations, bridges and other city funded work.We provide special inspection and materials testing,as well as laboratory testing. Our work has always been within the designated schedule and within the budget. City of Torrance Contract Duration 2020-2021 Justin Garza(310)618-3032 I jgatza@torranceca.gov Smith-Emery is providing materials testing services for the Residential Street Rehabilitation (Area A), I-94 including subgrade, base, cement treated base and asphalt testing and inspection services located along PCH (Caltrans) tH"EMF City of RPV Special Inspection Services 117 7004 Workplan &Approach It will be Smith-Emery's responsibility to provide test results in accordance with the contract and upon request in a timely manner so the contractor may adjust their products and operations to continuously satisfy contract requirements. Our services will be performed according to Section 17 of the California Building Code (CBC). Accurate and auditable documentation is a cornerstone of a successful QA/QC program. Sampling frequencies are generally set out in the project contract documents unless there is an agreed upon change in the specifications and schedule. At the project kick-off meeting,we will discuss our schedule with the contractor and the project representative.We will also set up our meeting schedule and project milestones to coincide with the master schedule of the project. Once the schedule is established, it is our job to show up on time, equipped and ready to go. Although it is our function to serve as an independent evaluator of the project's materials and inspection of the placement of materials, we are committed to also being a part of the project team with the goal of helping to deliver the project on time and within the agreed-upon budget. Schedule/Delivery and Client Expectations are identified at the time the work is requested and reviewed at subsequent internal and external meetings. Estimates of investigation scope and delivery schedule are updated as better project information becomes available and reported to the client as appropriate. Management is assured that Cost Effectiveness, Schedule/Delivery and Client Expectations are being met through regularly scheduled status meetings. Smith-Emery approaches our work methodically for special inspection services. Basically,we outline our projects in the following manner in order to set out a budget and schedule for the project. All projects are set up to have milestone checks that will make sure the budget is on track and we are adhering to the schedule: Review Project Assignment with Client. • Speak with the client to assure full understanding of the work request and to identify potential omissions in the scope of work requested • Discuss schedule and agree to a delivery date Develop Work Plan • Identify activities, personnel, schedule and priorities • Identify and coordinate with other work on the same project, if any Review of Archive Data • Review relevant as-built plans, LOTB and reports and any other relevant records. Field Visit • Assure field personnel have proper equipment and safety gear • Assure permits are in order • Assure that the appropriate observations are made in accordance with the project needs • Obtain samples, log soil conditions • Prepare preliminary report Smith-Emery's approach to this contract is characterized by our desire to work as a team with project team members, and provide opportunities for improved quality, reduction in costs, and improvements in the project schedule. Smith-Emery's project approach is flexible and efficient. 4H'E4 gQ�P< City of RPV Special Inspection Services 118 7904 Approach Smith-Emery uses a multi-pronged approach to responsiveness and allocation of resources in support of delivering each project in a timely&cost-effective manner.Our Field Supervisors oversee each inspection request to assure that the dispatched personnel maintain the relevant and required experience and certifications to complete the request. Additionally, they maintain continuous discussion with our on-site personnel AND the City personnel to ensure the manpower corresponds appropriately to the day's workload and that cost projections are being considered at all times when receiving and fulfilling inspection requests. All Smith-Emery personnel will arrive equipped with necessary reporting devices and technology to assure they can communicate properly with the project team members and access all current and relevant information to the specified inspection request(s). Inspection personnel are trained in how and who to communicate information to and when escalation of any items should occur for swift resolution. Project Management Plan Smith-Emery project management team will be in constant communication with City of Rancho Palos Verdes Public Works personnel to ensure all expectations are met & all quality assurance services that are required are performed as efficiently as possible. Communications Approach • Smith-Emery Laboratories will establish an email thread with all project team members so that efficient communications can begin and all participating members of the contract are available and within reach at all times. • Services will be initiated and scheduled upon receipt of an inspection request from the City or City's representative. • Smith-Emery requests 48 hour notice on all inspection requests to guarantee coverage. • Inspection requests can be made via telephone call or email to dispatch team. Phone calls are preferred so the dispatch team can address any questions,concerns,or specifics about the services to be performed. • Smith-Emery Project Managers will debrief monthly with City personnel to assure City of Public Works Dept. is satisfied with the services being provided,that invoices are understood & correct, and to confirm all quality assurance services that are required and requested are being performed and documented correctly. SH-E4Dt. City of RPV Special Inspection Services 119 7904 Ladera Linda Community Center and Park q�`�N - Ey��< Rancho Palos Verdes, CA 7.0. Smith Emery Proposal PROJECT TASKS SPECIAL INSPECTIONS - INSPECTORS HOURS Reinforced Concrete#2401 630 Foundations-Column spread footing pads,grade beams,slab on grade. Installation and placement of rebar and concrete at stepped terrace framing and high tier ramp framing. Utility Yard-CMU Wall footings,slab on grade. Masonry Inspection#2402 80 'Installation and placement of masonry block units, rebar,mortar and grout at utility yard masonry block walls. Fireproofing/Firestop Inspection#2407 64 'Fireproofing of structural steel framing. Structural Steel Visual#2403 320 (Installation and erection of structural steel framing at roof level. Structural Steel NDT#2404 240 Installation and erection of structural steel framing at roof level. Field welding and bolting. Metal deck welding. UT of groove welds. Steel Shop Inspections - INSPECTORS Hours Steel Shop-Visual Inspection#2405 160 'Material ID,Shop welding and bolting. Steel NDT-Shop#2406 200 'UT of groove welds. INSPECTION HOURS SUBTOTAL 1694 MATERIAL TESTING -Completed in Lab- LABORATORY SERVICES Units Concrete Compression Test:Concrete Cylinder(ASTM C39) 237 Fireproofing-oven dry density 5 Fireproofing-Adhesion/Cohesion Testing 5 Grout&Mortar Testing 30 MATERIAL TESTING SUBTOTAL 277 ADMINISTRATIVE- ENGINEERING AND MANAGEMENT Hours Project Management and Project Engineer 12 Lead Inspector/Field Technician Meetings with City Staff 10 SUBTOTAL 22 Estimate Total- HOURS ONLY 1716 gM-Eye q©©< City of RPV Special Inspection Services 120 7eoe EXHIBIT "D" SCHEDULE OF PERFORMANCE The duration of the services shall continue until Final Completion of the construction and close- out. All services shall be performed in a timely manner so as not to delay construction. 01203.0001/699503.1 EQG D-1 Ladera Linda Community Center and Park ESTIMATE DATE:02.15.2022 Rancho Palos Verdes,CA 4i`tH �y� eo Plans Dated:12/23/2021 • Schedule:No schedule available COST PROPOSAL SPECIAL INSPECTIONS HOURS RATE TOTAL Reinforced Concrete#2401 630 $ 106.00 $ 66,780.00 Foundations-Column spread footing pads,grade beams,slab on grade. Installation and placement of rebar and concrete at stepped terrace framing and high tier ramp framing. Utility Yard-CMU Wall footings,slab on grade. Masonry Inspection#2402 80 $ 106.00 $ 8,480.00 Installation and placement of masonry block units,rebar,mortar and grout at utility yard masonry block walls. Fireproofing/Firestop Inspection#2407 64 $ 106.00 $ 6,784.00 Fireproofing of structural steel framing. Structural Steel Visual#2403 320 $ 106.00 $ 33,920.00 Installation and erection of structural steel framing at roof level. Structural Steel NDT#2404 240 $ 111.00 $ 26,640.00 Installation and erection of structural steel framing at roof level. Field welding and bolting. Metal deck welding. UT of groove welds. Steel Shop Inspections Steel Shop-Visual Inspection#2405 160 $ 106.00 $ 16,960.00 Material ID,Shop welding and bolting. Steel NDT-Shop#2406 200 $ 111.00 $ 22,200.00 UT of groove welds. INSPECTION SUBTOTAL 1694 $ 181,764.00 ADD/ALT Overtime $ 143.10 Doubletime $ 180.20 MATERIAL TESTING UNITS Concrete Compression Test:Concrete Cylinder(ASTM C39) 237 $ 35.00 $ 8,295.00 Fireproofing-oven dry density 5 $ 115.00 $ 575.00 Fireproofing-Adhesion/Cohesion Testing 5 $ 90.00 $ 450.00 Grout&Mortar Testing 30 $ 60.00 $ 1,800.00 Transportation and Processing of Materials Testing Samples 277 $ 15.00 $ 4,155.00 MATERIAL TESTING SUBTOTAL $ 15,275.00 ADMINISTRATIVE Final Report Affidavit/Close out(no charge) 0 $ 350.00 $ - Project Management and Project Engineer(one hour per every two weeks) 12 $ 150.00 $ 1,800.00 Lead Inspector/Field Technician Meetings with City Staff 10 $ 106.00 $ 1,060.00 Administration/Reporting/Field Supervision(per invoice) 1 7% $ 13,918.73 SUBTOTAL $ 16,778.73 (Estimate Total $ 213,817.73 This proposal is based on the Structural Design Drawings dated 12/23/2021 and no construction schedule available. Materials Testing estimates are based on code minimum requirements per local jurisdiction of your project.The project proposal assumes that the workday is an eight-hour day,normal conditions will prevail and our work will progress free of any disruptions or unforeseen obstacles.The contractor's construction schedule and manpower allotted will be the overall determining factor for inspection cost and hours for this project. Please note that overtime,schedule changes or increases in inspection requirements are not included,these and other factors beyond our control may affect the projected total.Smith-Emery Laboratories services are provided on a 4&8 hours minimum. Rates are good through June 30th of each year and effective July 1st of each year rates are adjusted resulting from corresponding changes in our general administrative and overhead expense. Clients will be invoiced for all work performed on time and material basis on Smith-Emery's working conditions and hours.We do not bill for any items not performed and all invoices come with corresponding backup. Please see attached Schedule of Fees for additional terms and conditions. ADDENDUM ,H-F, /,? „, City of RPV Special Inspection Services \�eo� Smith-Emery Laboratories Schecule Of Fees Southern California Area July 1, 2021 - June 30, 2022 E,y 0.0 www.smithemerv.c. `� fo@smith9 40 • ORATOQ ©R,} Table of Contents Professional Staff i1 Professional Affiliations,Approvals&Accreditations iii Committees,Jurisdictional/OSHA Approvals, Offices iv Charges for Services and Contract Terms General Conditions viii Inspection Services 1 General Field Services 3 Laboratory Services 5 Aggregate 6 Asphalt Concrete 8 Calibration Verification Services 9 Ceramic Tile&Stone 10 Concrete 12 Construction Materials 14 Curtain Wall 16 Masonry 18 Metallurgical - 19 Plastics and Plumbing 22 Quality Assurance(3rd Party Audit) - 23 Reinforcement - 24 Soils - - - - 26 Structural 27 Geotechnical and Environmental Services - 29 Chemical Services - -- - - 31 Organic Analysis - 31 Inorganic Analysis 32 Administrative Fees 33 — i — • �QQ= Staff Principal James E. Partridge P.E.-Civil. President Edward Salazar Artedi Cortez R. Theodore Peet P.E. - Civil, CWI P.E., C.E.,G.E. ,M.S.G.E. P.E-Civil, B.S.C.E., ASNT Level III University Of California,Berkley U.P., World Open Uni S.Dakota University Of Pittsburgh Janeth Quintero Simon Bittar Ruben Dominguez P.E., Civil, B.S.C.E. P.E., Civil, B.S.C.E CWI, ASNT NDT Level III Javeriana U,Bogotd Colombia Cal State Los Angeles Cal State University,Pomona Dinesh Shrestha William Partridge Joeseph Kingston P.E, G.E, QSD B.S.M.E. B.S.C.E., CWI Cal State University Fullerton University Of San Diego University Of Pittsburgh Patrick Morrison Carl Eklund Christopher Larkin P.G. CEG P.E., Civil, B.S.C.E. P.G., B.A. Biology Cal State University Humboldt Cal State University Long Beach Western University Washington Angelito Cabanilla Wilfredo Bote Agerico M. Banzuela B.S.C.E. B.S.C.E. B.S.E.M. Adamson University-Philippines Central Luzon Polytech-Philippines Mapua Inst. Of Tech-Philippines Rafael Cruz Christian Granada Idebrando Resurreccion B.S.E.E. Chemistry B.S.C.E. University Of Santo Tomas-Philippines National University-Colombia Far Eastern U,Philippines Lynn Klimasofski Rick 0 Parlier Azmat Imam B.Sc. Chemical Engineering Chemical Engineering, M.Sc. Cal State Los Angeles University Of California Ohio University II AD: Affiliations, Approvals & Accreditations ` Professional Affiliations American Society of Civil Engineers American Society for Testing Materials American Society of Safety Engineers American Concrete Institute American Welding Society American National Standards Institute American Society for American Society for Quality American Water Works Association Non Destructive Testing American Chemical Society California Geotechnical Engineers Construction Specifications Institute Association Geological Society of America International Association of Plumbing International Code Council & Mechanical Officials National Society of Registrar Accreditation Board Society of Fire Protection Engineers Professional Engineers Society of Petroleum Engineers Structural Engineers Association of Southern California Approvals and Accreditations (Partial List) American Concrete Institute American Association Of State Highways American Materials Reference Laboratory American Architectural ANSI ASME NQA-1 Compliant California Department of Transportation Manufacturers Association California Department of Health, California Water Boards ELAP County Sanitation Districts of Sanitation,and Radiation Dept. Accreditation Los Angeles County City Of San Francisco City Of Los Angeles Clark County Approved Agency And Labratory Concrete and Cement Reference Division of the State Architect Fabricator Audit Program per/IBC Laboratory section 17 ISO/IED Standard 17025 and International International Code 17020 Accreditation Service Conference-Evaluation Service IAPMO Inspection Agency and Nuclear Regulatory Office of Statewide Health Laboratory Recognition Commission Planning and Development RABQSA/Exemplar State of Florida and US Army Corps Of Engineers Registration and Dade County Approved Certification (Int) Agency and Laboratory US Department of State, City Of San Diego Overseas Buildings Operations Testing Laboratory Special Inspection Agency In — 1111 `. Committees, Approvals & Offices •Af O! NFPA Committees on Fire Science Technology Architect, Engineers and Building Official Section International Association of Arson Investigators Building Safety Section, Commercial/Residential LABC Life and Safety Committee California Title 24 Sub-Committee LABC Structural Committee Education Section National Fire Marshals Associate Florida State Structural Provisions Committee Oregon/NFPA Fire Chief Association Jurisdictional Approvals - Third Party Quality Assurance Agency and Testing Laboratory City of Corvallis, OR City of Emeryville, CA City of Honolulu,HI City of Oakland, CA City of Ocean Shores, WA City Of Palmdale, CA City of Portland, OR City of San Jose, CA City of San Mateo, CA City and County of Riverside, CA City and County of Salem, OR City and County of Spokane,WA Clark County, NV Grays Harbor County,WA Los Angeles County, CA National City, CA San Diego County, CA State of Oregon State Of Florida and Dade County, FL Washington Association of Building Officials - Seattle,WA OSHA Approvals for Testing Federal OHSA California OSHA Oregon OHSA Washington OSHA Office Locations Main Office 791 East Washington Boulevard Los Angeles,CA. 90021 P - (213) 749-3411 P - (213) 741-8626 www.smithemery.com info@smithemery.com Branch Offices Anaheim,CA San Francisco,CA Salem,OR Fresno,CA P - (714) 238-6133 P - (415)-642-7326 P - (509) 285-4337 P - (559) 352-3097 Shanghai,China P - (86)-138-019-4 — iv — :el's;©©W Charges for Services and Contract Terms 4ATOP The Charges for Services and General Conditions set forth below will govern the provision of services and will constitute the contract terms between the Client and Smith-Emery Laboratories("Smith-Emery")unless the Client and Smith-Emery have executed a written contract with respect to such services,in which case the terms and provisions of the written contract shall control. 1. Working Conditions And Hours - Field Services 1.1 Minimum Charges •Show-up--No work performed--2 hours. •4 hour minimum--1 to 4 hours. •8 hour minimum--Work over 4 hours. •Billable minimum one hour staff engineer,per week. *NOTE:Less than 24 hour call-out may necessitate premium charges. 1.2 Regular Time • First 8 hours,Monday through Friday,between 6:30am to 4:00pm. 1.3 Time And One-Half • Hours 9 through 12,Monday through Friday. • Hours 1 through 12 Saturday. • Day Shift between 3:00 a.m.and 5:00 a.m. 1.4 Double Time •All hours after 12 Monday through Saturday and all day Sunday. •All holiday hours for in-plant off-site shop inspections. • Holidays are:New Year's,Memorial,Presidents,Independence,Labor,Veterans, Thanksgiving,Day after Thanksgiving,and Christmas. 1.5 Travel Time And Mileage • No Travel Time or Mileage within 50-mile radius of our laboratory.For projects outside the 50-mile radius,special quotations will be made. •Travel Time may be charged from portal to portal(if necessary to pick up/drop off equipment)to closest Smith-Emery location with mileage reimbursement. Internal Revenue Service(IRS)mileage rates-http://www.irs.gov/Tax-Professionals/Standard-Mileage-Ratesmade. 1.6 Parking •When not furnished,parking will be charged as paid by the SEL representative. 1.7 Subsistence •On remote jobs,subsistence,when not furnished,will be charged by quotation. 1.8 Shift Differential •Second(Swing Shift)--Eight(8)hours will be charged for first 7%hours worked.Time worked in excess of 7%hours will be billed at time and one-half rate. •Third(Graveyard Shift)--Eight(8)hours will be charged for first 6.5 hours worked.Time worked in excess of 6.5 hours will be billed at time and one-half rate. • Northern California Steel Shops--add 12.5%for Night Shift Differential. — v DCharges for Services and Contract Terms (continued) 4. 1.9 Completion •SEL representative will remain on job until discharged by competent authority. 1.10 Cancellation • No charge if made before 4:00 p.m.of the preceding day.See Minimum Charge. 1.11 3rd Party Billing Software •Customer requests to submit invoice(s)via customers Software will be charged for special billing handling.Charges will show on the invoice as Special Billing Handling at a flat rate of$145 per month. 1.12 Insurance •Smith-Emery carries all insurance required by law.Additional costs of extra insurance certificates, coinsurance endorsements or additional insurance will be invoiced to the client. 2. Terms Of Payment 2.1 Upon ordering work from Smith-Emery and in consideration of the extension of credit,Client and Smith-Emery agree as follows: a. Invoices for services will be rendered weekly and payments thereof are due upon presentation of invoice. b. Where credit terms have been requested and approved by Smith-Emery,invoice terms will be net fifteen(15)days. c. Client will notify Smith-Emery of any invoice errors or necessary corrections within fifteen(15) days of receipt of invoice;thereafter,client acknowledges invoices shall be deemed to be correct. d. Invoices shall be deemed delinquent if not paid within thirty(30)days from the date of invoice, and will be subject to a late payment charge of 1.5%of the invoice total plus an additional charge of 1.5%of the invoice total for each month for additional credit and collection expense incurred thereby. e. Smith-Emery reserves the right to terminate its Services to Client,with 3-day notice,if all invoices are not paid currently.Upon such termination of Services,the entire amount accrued for all Services performed shall immediately become due and payable.Client waives any and all claims against Smith-Emery,its subsidiaries,affiliates,servants and agents,in connection with termination of work pursuant to this paragraph. f. Should Smith-Emery deem it necessary to refer a past-due account to an attorney or to file suit for collection,Client agrees to pay all actual expenses and costs incurred thereby,including actual attorney's fees and costs.Jurisdiction and venue of all such actions and any other actions arising from this agreement or the provision of services by Smith-Emery shall be in Los Angeles County, State of California. 3. Escalation Clause 3.1 The prices quoted below for All Services will change after June 30st each year.On July 1st of each year thereafter,the charges for services set forth in this Schedule of Fees will be adjusted by changes in our general administrative and overhead expenses.These adjusted charges shall become the agreed upon basis for charges by Smith-Emery to Client. — vi — /y ~FMO\ Q�` Charges for Services and Contract Terms (continued) 4. Anticipated Costs 4.1 Client recognizes and agrees that any"anticipated costs,""budget estimates;'or the like that may be prepared by Smith-Emery are NOT"guaranteed maximums,""lump sums:'or"not-to-exceed totals." Client will be invoiced for all work performed on time and material basis based on Smith-Emery's Working Conditions and Hours,as an attachment to their contract. 4.2 The client recognizes that if shop steel inspection is listed in the proposal,that unless noted,the inspection is estimated to be performed in only one steel fabrication facility.In addition,it is recognized by the client that any weekly overtime hours,Saturday or Sunday work,double shift, and/or night shift differential for shop steel inspection is not included in this proposal unless noted. 5. Prevailing Wage 5.1 Smith-Emery reserves the right to re-negotiate the hourly wage portion of the project proposal if the project is deemed to be prevailing wage after the proposal is submitted and/or signed. 5.2 Wage determinations for PW projects are set by the department of labor and become effective July 1st of each year. At that time,the charges for services set forth in this schedule of fees will be adjusted by the new determination and changes in our general administrative and overhead expenses.These adjusted charges shall become the agreed upon basis for charges by Smith-Emery to client. vii ,1 General Conditions 4A,..,o/ 1. Indemnification 1.1 In the event of any claim against Smith-Emery by any party other than the Client,Client agrees to hold Smith-Emery,including its shareholders,officers,directors,employees,agents and representatives, free and harmless of and from,and to indemnify and defend Smith-Emery against,any and all liability, claims,causes of action,demands,judgments,losses,damages,expenses or costs(including,but not limited to,all costs and fees of litigation)of every kind,nature and description,including,but not limited to,any and all demands arising by reason of injury or death to person or damage to property, real or personal,including loss of use thereof,economic loss or loss or damages otherwise arising directly or indirectly out of the obligations herein undertaken,or out of operations conducted by Client,however caused or alleged to have been caused,even if due to the acts,errors,omissions or negligence,active,affirmative or passive of Smith-Emery,except for such losses or damages arising out of or caused by the sole negligence or willful misconduct of Smith-Emery. 2.Limitation Of Liability 2.1 Client and Smith-Emery agree to limit the liability,including but not limited to liability for consequential damages,of Smith-Emery,including its shareholders,officers,directors,employees, agents and representatives for any acts,errors,omissions,breaches of contract,or negligence,active, affirmative,passive,concurrent or sole,on the part of Smith-Emery,arising directly or indirectly from the performance of the professional services under this Agreement,to Client to$10,000 or an amount equal to Smith-Emery's fee,whichever is greater. 2.2 Client agrees and understands that,in order to provide the professional services requested at the agreed-upon fees,this Agreement does not provide for full liability of Smith-Emery for losses or damages which may arise directly or indirectly under this Agreement.Client further understands that should Client require Smith-Emery to accept exposure to greater liability under this Agreement, Client has the opportunity to negotiate in advance a higher limitation of liability,or to eliminate entirely such limit of liability,but that the higher fees commensurate with this higher risk of liability to Smith-Emery shall be subject to agreement.Client agrees that this provision limiting Smith-Emery's liability cannot be modified,altered,or varied except by a written instrument signed by client and Smith-Emery. 2.3 Client understands and agrees that smith-emery is not an insurer;that this agreement does not provide client with insurance coverage by smith-emery or anyone acting on its behalf;that all fees hereunder are based solely on the value of the professional services to be provided by smith-emery; that insurance,if any,shall be obtained by client at client's sole expense. 3. Dominant Terms 3.1 The terms and conditions of this agreement shall take precedence over any terms and conditions which may appear in client's purchase order,approval or acceptance.Any terms and conditions of client's purchase order,approval or acceptance which are not identical to the terms and conditions of this agreement are null and void,are not part of the agreement between smith-emery and client and are not binding upon smith-emery.The terms and conditions of this agreement may not be varied or changed,nor any of its provisions waived,except by written agreement,signed by an authorized representative of Smith-Emery. PLEASE READ THESE GENERAL CONDITIONS WITH CARE — viii — 1 Inspection Services - Non-Prevailing Rates OM�TO! CODE COST CODE COST Geotechnical Consulting/Testing 1815 Shear Diaphragms $120 2016 Grading Inspection Shear Nailing Inspection Preliminary Investigations By Quote Hold-Down Hardware,Include Dowels Foundation Recommendations By Quote 2407 Fireproofing/Firestop Inspection $120 Environmental Assessment Studies By Quote Fireproofing Technician/Sampling On-Site Testing(Compaction) $115 Thickness Evaluation/Adhesion 7212 Field Technician w/Nuclear Gauge $115 Fire Stop System Installation Inspection 2401 Reinforced Concrete Inspection $120 3410 Roofing Inspection $120 Drilled-In-Anchors Material I.D. Reinforcing Steel Placement Laydown Reinforcing Steel Material ID Material Sampling Concrete Placement Precast Plant Inspection 1815 Finishing Inspection $120 Gunite/Shotcrete Drywall Fastening Prestressed/Post-Tension Electrical Fi be rwrap H.V.A.C. 3310 Batch Plant Inspection Plumbing 2402 Masonry Inspection $120.00 Fire Sprinkler Waterproofing Retaining Walls Ceramic Tile Structural Walls Curtain Wall Stair Shaft Miscellaneous Finishing By Quote Veneer Radiography Grouting Radiographic Technician Repointing Level II with Helper&Field Film 2405 Steel Shop-Visual Inspection By Quote Processing Equipment By Quote Visual per hour Material I.D Welder Qualification WPS Review 2406 SteelNDT-Shop By Quote Ultrasonic Magnetic Particle Dye Penetrant 2403 Steel Field-Visual Inspection $120 Field Welding&Bolting Material ID Welder Qualification Review Weld Procedure Qualification 2404 Steel NDT-Field $125 Ultrasonic Magnetic Particle Dye Penetrant 3511 Waterproofing Inspection $125 Material I.D,Laydown,Sampling Warranty Inspection — 1 — 9•:1H EM\ la Inspection Services - Prevailing Wage Rates N a �W CODE COST CODE COST Geotechnical Consulting/Testing 1815 Shear Diaphragms $155 2016 Grading Inspection Shear Nailing Inspection Preliminary Investigations By Quote Hold-Down Hardware,Include Dowels Foundation Recommendations By Quote 2407 Fireproofing/Firestop Inspection $155 Environmental Assessment Studies By Quote Fireproofing Technician/Sampling On-Site Testing(Compaction) $150 Thickness Evaluation/Adhesion 7212 Field Technician w/Nuclear Gauge $155 Fire Stop System Installation Inspection 2401 Reinforced Concrete Inspection $155 3410 Roofing Inspection $160 Drilled-In-Anchors Material I.D. Reinforcing Steel Placement Laydown Reinforcing Steel Material ID Material Sampling Concrete Placement Precast Plant Inspection 1815 Finishing Inspection $160 Gunite/Shotcrete Drywall Fastening Prestressed/Post-Tension Electrical Fiberwrap H.V.A.C. 3310 Batch Plant Inspection Plumbing 2402 Masonry Inspection $15 Fire Sprinkler , Waterproofing Retaining Walls Ceramic Tile Structural Walls Curtain Wall Stair Shaft Miscellaneous Finishing By Quote Veneer Radiography Grouting Radiographic Technician Repointing Level II with Helper&Field Film 2405 Steel Shop-Visual Inspection By Quote Processing Equipment By Quote Visual oer hour Material I.D Welder Qualification WPS Review 2406 Steel NDT-Shop By Quote Ultrasonic Magnetic Particle Dye Penetrant 2403 Steel Field-Visual Inspection $155 Field Welding&Bolting Material ID Welder Qualification Review Weld Procedure Qualification 2404 Steel NDT-Field 8160 2310 Ultrasonic 2311 Magnetic Particle 2312 Dye Penetrant 3511 Waterproofing Inspection $160 Material I.D,Laydown,Sampling Warranty Inspection - 2 - Q"14. D) 2 General Field Services oqr CODE COST CODE COST 4474 Film Adhesion $110 4409 Dry Film Thickness Gage $65 ASTM D4541-Regular Time,per hour per day 4475 Dry Film Thickness $110 4416 Misc.Equipment Charge By Quote ASTM 96132 - Regular Time. per hour 4419 Photostress By Quote 3210 Adhesion/Cohesion Testing of Spray By Quote per day Applied Fireproofing 4430 Vibration and Sound Monitoring By Quote Regular Time, pet hour per day 3211 Firestopping Technician $110 4431 Concrete Air Meter,Pressure of $75 Regular Time, per hour Volumetric 3310 Batch Plant Technician $110 per day Regular Time. per hour 4436 Concrete Unit Weight Kit,scale, $75 3410 Roofin Technician $110 bucket,plate,mallet,and rod Regular-I ime,per hour per day 3510 Membrane Technician $110 4437 2-inch cube brass embecco molds $75 Regularime, per hour each per day 3511 Roofing/Waterproofing Technician By Quote Regular Time,per hour 9217 Film Adhesion Equipment,Dollies and $100 3512 Pull Testing of Post Installed Anchors, $110 Epoxy Technician per day Regular Time,per hour 4467 Strain Gages By Quote 3610 Mixed Concrete,Technician $110 4397 Fall Prevention Equipment $50 Regular Time,per hour,4-hour minimum per day 4420 Special Testing By Quote 4398 Mobile Concrete Laboratory $500 3088 Structural Investigations of Existing By Quote 2400 Ultrasonic Testing Equipment $50 per day Buildings 2500 Phased Array Ultrasonic Testing By Quote 3096 Corrosion Survey By Quote 3097 round Penetrating Radar $180 Equipment Per hour 2501 Hi-Rail UT Vehicle $9000 5101 Mileage $.80 includes two technicians-per day 3099 Equipment Delivery and Stand by time $100 2502 Hi Rail UT Vehicle Mobilization By Quote Per hour 2503 Ultrasonic by Electromagnetic Induction $150 3061 Non-Destructive Testing By Quote per hour 3061 Non-Destructive Testing,Phased Array By Quote 'Note all equiptment is required to be operated by one of our UT tained technicians/inspectors. Additional charges are applied for Field Equipment Charges Activity Cost our SE technical inspector's time. 4415 Skidmore $100 Concrete Coring Services per day 3710 Technician and Equipment Concrete $150 4413 Torque Wrench $75 (4 and 8 hour minimum)-per hour per day 3910 Coring for Overhead/Ceiling coring $185 4414 Multiplier $30 (4 hr. minimum) - per hour per day Miscellaneous Concrete Coring Prices: 4464 Pull Test Equipment(ram,pump,gage) $150 7345 Patching Slab on Grade Cored Holes $40 per day with 2500 psi Concrete Patch 4465 Dynamometer $75 each per day 7348 Scaffolding $150 9704 Schmidt Hammer $75 per day per day 7346 Thickness Determination $30 3097 Ground Penetrating Radar(GPR) $180 per ASTM C42 per hour(4-hr min) 7347 Compression Strength Determination $100 4814 Flatness Equiptment Charge $600 (Including sample preparation and half day 4826 Flatness Equiptment Charge $1200 eaapping) ch per day 9117 Field Hardness Equipment $65 7325 Travel Time,per hour(travel time by $90 per day quote for prevailing wage projects) 7313 Mileage,per mile $.80 - 3 - ©© i 2 General Field Services (continued) 9�{O/ CODE COST CODE COST Asphalt Concrete Coring Services 3710 Technician and Equipment Asphaltic $150 Concrete Cores (4 and 8 hour minimum) Alternate Individual Core Prices (all prices are for a four core minimum job): 7022 Asphaltic Concrete Cores 2",3"and 4" $60 Diameter (First 6"in depth)each 7029 Asphaltic Concrete Cores 6"and 8" 860 Diameter (First 6"in depth)each 7030 Asphaltic Concrete Cores 825 per inch after 6"in depth)each Miscellaneous Ashphaltic Coring Prices 7031 Patching of Core Drilled Holes Using $3.50 Cold Patch Material each 7032 Thickness Determination $25 per ASTM C42-each 7033 Specific Gravity for Determination of $35 Percent Compaction per ASTM D 2726-each 7034 Specific Gravity for Determination of $55 Percent Compaction by paraffin-each — 4 — ,iiH[MFq ©©, 3 Laboratory Services 911t � CODE COST CODE COST Professional Staff Outside Services 3011 Registered Professional Engineer, $215 4313 Concrete Core Cutting Cost+25% Laboratory 4406 Materials Purchased By Quote per hour 4416 Rental of Equipment Cost+20% 3015 Staff Engineer $200 4417 Outside Laboratory By Quote per hour 9702 Outside Services Cost+25% 3012 Laboratory Supervisor,regular time $115 per hour Laboratory Hours 3013 Test Technicians--Laboratory $110 5051 Off-hour Laboratory Operations $1,000 regular time-per hour per day 3014 Test Technicians--Awayfrom Lab, $110 5052 Holiday and Sunday Laboratory $1,500 Regular Time-per hour Operations 3009 Field Testing-Training,regular time $110 per day per hour 2441 Submittal Review $215 Laboratory hours are 7:00am-4:00pm,Monday through Friday. per hour Additional charges will be made for off-hours or weekend testing 2442 Steel Shop Management, $115 as follows: per hour 2443 Level III Supervisor-ASNT $140 *Generally for Compression Testing of Concrete,Base Plate Grout, per hour Masonry Mortar and Grout,as well as Tension and Bend Testing of Expert Witness Testimony Reinforcing Steel. 9603 Court Appearance, $420 per hour-four-hour minimum 9605 Preparation for Court,Consultations $320 per hour Plus actual expenses when out-of-town Administrative 4443 Administrative Support 7% Invoice 9110 *Report Charge $2.75 per report,per copy 9111 Final Report Charge By Quote 4812 General Testing-Rush Charges 50% Special Testing 5022 Miscellaneous Sample Pick-up $80 per hour 5023 Miscellaneous Pick-up $150 per trip minimum(within 40-mile radius) 5028 Miscellaneous Pick-up,per trip minimum $250 (more than 40-mile radius) 4406 Materials Purchased By Quote 4408 Sample Preparation By Quote 4422 Special Test Set-Up(2-techs+1 engineer $300 crew) per hour 4420 Special Testing By Quote 4425 Sample Disposal By Quote Travel Expenses 1103 Subsistence By Quote per day 1106 Travel Expense Cost + 25% 4456 Travel Time $90 per hour 5101 Mileage $.80 per mile 5 �1©�� 4 Aggregate N9•\O/ CODE COST CODE COST 7000 Absorption,Coarse, $45 7021 Unconfined Compression Test of Intact $70 ASTM C 127-each Rock 7001 Absorption,Fine $55 ASTM D2938-each ASTM C 128-each 7 017 Unit Weight,ASTM C 29,(No Air Void $70 7557 Hardness Test By Quote Determination) ASTM D 1865-each each 4132 In Lab Rock Coring and Cutting By Quote 7035 Unit Weight and Air Void Determination $200 7037 Loss On Ignition $100 -Coarse Aggregates up to 1", ASTM C25 ASTM C 29-each 7010 Percent Flat/Elongated $200 7036 Unit Weight and Air Void Determination $200 CRD C 119,ASTM D 4791 -each 7118 Plate BearingTest B y Quote -Fine Aggregates, } ASTM C 299-each ASTM D 1195,D 1196 7 053 Unit Weight only-Coarse Aggregates up $125 7 024 Petrographic Analysis of Aggregate for By Quote to 2'2", Concrete ASTM C 29-each ASTM C295-each 7054 Unit Weight and Air Void Determination $225 7 551 Potential Alkali-Silica Reactivity of $350 -Coarse Aggregates up to 212", Aggregate for Concrete ASTM C 29-each ASTM C 289,Chemical Method-each 7 552 Potential Alkali Reactivity of Aggregate By Quote Conformity for Concrete, 7101 Clay Lumps/Friable Particles, $80 ASTM C 1260,Mortar-Bar Method-each ASTM C 142-each 7565 Potential Alkali Reactivity of By Quote 7055 Cleanness Value,Calif.227, 212"x 1%2" $225 Carbonate Rocks for Concrete, each ASTM C 586,Rock Cylinder Method-each 7056 Cleanness Value,Calif.227, 1%2"x 1" $150 7012 Sodium soundness-Fine,5 cycles $220 each ASTM C 88-each 7004 Cleanness Value,Calif.227,up to 1" $125 7 046 Sodium soundness-Fine,5 cycles,with $295 each sample preparation 7005 Durability Index,Calif.229,Coarse, $170 ASTM C 88-each Method A(Dc)retained#4 7047 Sodium soundness-Coarse,5 cycles $230 each ASTM C 88-each 7006 Durability Index,Calif.229,Coarse, $165 7050 Sodium soundness-Coarse,5 cycles, $280 Method C and D (Df)fine with sample preparation each ASTM C 88-each 7 059 Durability Index,Calif.229,Method B $175 7048 Magnesium soundness-Fine,5 cycles, $235 Dc Mod.Lightweight agg ASTM C 88-each each 7049 Magnesium soundness-Coarse,5 cycles $270 7008 Los Angeles Rattler,up to1%2" $170 ASTM C 88-each ASTM C 131-each 7013 Specific Gravity,Bulk SSD,Coarse up to $70 7009 Los Angeles Rattler,up to 2 72" $235 g ASTM C 535-each MN C 127-each 7057 Los Angeles Rattler,up to1 /2"with $200 7051 Specific Gravity,Bulk SSD,Coarse up to $110 sample preparation 2 y ASTM C 131 -each ASM C 127-each 7058 Los Angeles Rattler,up to 21/2"with $235 7052 Specific Gravity,Bulk SSD,Coarse up to $175 sample preparation 2 W,Complete ASTM C 535-each ASTM C 127-each 7007 Lightweight Aggregate,Coarse, $850-1- 7014 Specific Gravity,Bulk SSD,Fine $80 ASTM C 123-each ASTM C 128-each 8514 Lightweight Aggregate,Fine $700+ 7045 Specific Gravity,Bulk SSD,Coarse, $125 ASTM C 123-each Complete 7115 Organic Impurities $50 ASTM C 127-each ASTM C40 7060 Specific Gravity,Bulk SSD,Fine, $135 8516 Sand Equivalent(Average of 3) $90 Complete Calif.217 ASTM C 128-each each - 6 - �t%o i 4 Aggregate (continued) CODE COST CODE COST 7123 Sand Equivalent(Average of 3) $90 ASTM D 2419-each 7015 Sieve Analysis,Coarse,136,Cal Test $125 202 each up to 1%' ASTM C 7039 Sieve Analysis,Coarse,136,Cal Test $200 202 each greater that 1 Y2". ASTM C 7016 Sieve Analysis,Fine,Cal Test 202 $110 ASTM C 136-each 7549 Sieve Analysis,Fine and Coarse $210 Combined up to 1%",Cal Test 202 ASTM C 136-each 7553 Staining Materials $300± ASTM C 641 -each A Rush Charge of 100%for same-day results apply to the following tests: ASTM C29 (Unit Weight only) — 7 — ©�♦`�1 5 Asphalt Concrete CODE COST CODE COST 4117 Aggregate Correction for Ignition Oven $50 each 4112 Asphalt Core Density $35 each 4118 Centrifuge Kerosene Equivalent $150 4119 Complete Asphalt Concrete Mix Design By Quote 4110 Extraction,%Asphalt(Method A,B,or $75 C)or Calif.310.Excluding Ash Correction ASTM D 2172 -each 4111 Extraction,%Asphalt,Ignition Oven $100 each 4108 Gradation on Extracted Sample $100 (Including Wash)Calif.202 each Maximum Density 4104 Hveem,Lab-mixed-Calif.366 $175 each 4105 Hveem,Pre-mixed-Calif.366 $135 each 4106 Marshall,4-Inch Lab-mixed $175 ASTM D 1559-each 4107 Marshall,4-Inch Pre-mixed $125 ASTM D 1559-each 4122 Marshall,6-Inch Lab-mixed $300 ASTM D 5581 -each 4123 Marshall,6-Inch Pre-mixed- $250 ASTM D 5581 -each 4120 Maximum Theoretical Unit Weight $175 (Rice Gravity) ASTM 2041-each 7019 Moisture Content of Asphalt,CT382 $35 4113 Moisture Vapor Susceptibility $200 4109 Penetration ASTM D 5 $60 each Stability Tests 4100 Hveem,Lab-mixed-Calif.304 $250 each 4101 Hveem,Pre-mixed-Calif.304 $200 each 4102 Marshall,4-Inch Lab-mixed $250 ASTM D 1559-each 4103 Marshall,4-Inch Pre-mixed $200 ASTM D 1559- each 4124 Marshall,6-Inch Lab-mixed $250 ASTM D 5581 -each 4125 Marshall,6-Inch Pre-mixed $200 ASTM D 5581 -each 4141 Non-Destructive Pavement By Quote Deflection Testing using Benkelman Beam — 8 — etH fy`q i,QD`i 6 Calibration Verification Services CODE COST CODE COST Calibration Verification of Skidmore-Wilhelm Device& Torque Wrench 4403 Calibration of Skidmore-Wilhelm Device $250 In Lab-up to 110,000 lbs 4126 Calibration of Skidmore-Wilhelm Device $300 In Lab-up to 115,000 to 200,000 lbs 4404 Calibration of Torque Wrench by $250 Skidmore-Wilhelm Device each bolt size(3 required) Calibration Verification of Hydraulic Jacks 4450 Up to 50-tons $275 4451 51 to 74-tons $300 4452 75 to 99-tons $325 4453 100 to 199-tons $400 4454 200 to 299-tons $400 4466 300 to 500-tons $650 4455 Custom Systems By Quote Note:Extra-handling charges will be made on any ram or pump too heavy or bulky for one man to lift. Calibration Verification Of Measuring Device 4497 Calibration of Linear Measuring Device By Quote each 4498 Calibration of Temperature Measuring By Quote Device each 4499 Calibration of Mass Measuring Device By Quote each 4483 Calibration of Force Measuring Device By Quote each 4484 Calibration of Pressure Measuring By Quote Device eac 4485 Calibration of Miscellaneous Measuring By Quote Device each 4486 Calibration of Infrared Temperature Gun $225 each 4487 Calibration of Amp Measuring Device $225 each 4888 Calibration of Torque Wrench $250 (0 to 250 ft-lbs)each 4127 Calibration of Torque Wrench $300 (0 to 251 to 600 ft-lbs)each 4128 Calibration of Pressure Gage $250 (0 to 600 psi)-each 4129 Calibration of Pressure Gage $350 (601 to 5000 psi)-each - 9 - %�N I,,,ti t,©l-/i 7 Ceramic Tile & Stone CODE COST CODE COST Minimum Charge of$375 for any Tile Testing Service Apply 4916 Modulus of Rupture,Ceramic $425 Laboratory Ceramic,Porcelain,and Clay Tile Testing ASTM C133 (5 required)85.00 each 4920 Impact $315 3013 Lab Technician $110 ASTM C368-(10 required)-per set per hour 4984 Impact,(LA 5-601-3), 'Modified $440 Dimensional ASTM D2444-(5 required)per set 4900 Thickness,5.50 (ANSI requires 80) $500 4924 Tensile Tests in Laboratory,CTI $375+ ASTM C499-each 4928 Veneer Bond Strength,2-required $375+ 4901 Facial Dim,5.50 $500 ASTM C482 Modified (ANSI requires 80 ASTM C499)-each 4925 Shear Tests,(Grout/Thin Set Evaluation; $350 4902 Warpage,7.31(80 required) $585 Tile to Tile) ASTM C485-each 5 minimum ANSI 4903 Wedging,7.31 $585 4926 Shear Tests,(Material Shear) $350 (80 required)ASTM C502-each 5 minimum ANSI Friction 4927 Water Immersion Processing for $350 4904 Static Coefficient of Friction(3)(Not $440 Shear Tests,5 minimum ANSI Modified)('Withdrawn ASTM) 4932 Oven Processing for Shear Tests,5 $350 ASTM C1028-per set minimum ANSI 4934 Coefficient of Friction(3)(Modified) $440 4933 Low Temperature Processing for $350 (*Withdrawn ASTM) Shear Tests,5 minimum ANSI ASTM C1028-per set 4965 Bond Strength(Glass tile 4 dry 4 wet, $520 4935 Dynamic Coefficient of Friction(3) $440 28 Days) (Ceramic Only)ANSI A137.1 ANSI A 137.2-65.00 each per set Performance 4960 Dynamic Coefficient of Friction(5)(all $440 cept Ceramic)ANSI B101.3 4908 Abrasive Wear Index $420 ex exset ASTM C501 (4 required)100.00 each Physical 4909 Crazing $750 (5 cycles)ASTM C424 4905 Water Absorption $395 4910 (Per ANSI Crazing Requirement) $365 ASTM C373-(5 required)$65.00 each ANSI/ASTM C126 per set(65 samples) 4936 Initial Rate of Absorption $235 4938 Glaze Adhesion(modified ASTM) $90 ASTM C373-(5 required)47.00 each ASTM D4541 each 4911 Thermal Shock $365 4912 Color Uniformity $1,200+ ASTM C609 ASTM C484(5 required)per set 4913 Chemical Resistance(qualitative $365 4923 Mohs Hardness(5 required) $175 Only 10%HCL and KOH) per set ASTM C650/C126 4980 Length Change-Modified $900 4961 Chemical Resistance(above+Swim $535 ASTM C157-(3 required)per set Pool Chem) Strength(ANSI A137.1) ASTM C650/C126 4906 Bond Strength,(shear test) $460 4962 ChemicalResistance(Extended $1,800 ASTM C482(5 required)$92.00 each ASTM Ver p 126 4907 Breaking Strength,30.00 (10 required) $285 4963 Glaze Permeability,(Ink Coating $185 ASTM C648 -each 4981 Breaking Load Strength-Flex or Center $300 Inspection ) ASTM C677 point 4914 Freeze-Thaw Resistance(10)50 cycles $2,995 (5 required)ASTM C293-per set per set ASTM C1026 4937 Compressive Strength,Modified with $100 4915 Additional cycles,per cycle/tile $65 Cutting 4985 Freeze Thaw(10)50 cycles) $2,250 ASTM C6 7-each 2-3 months,per set ASTM C67 4982 Compressive Strength Test,*Modified $475 4917 Moisture Expansion,(5 required) $630 ASTM C42- (5 required)per set ASTM C370*Modified 4983 Flexural Strength Test*Modified $365 4921 C.T.I.Stain Resistance $158 ASTM C674- (5 required) per set (8 required)Set CTI T72 — 10 — II) 7 Ceramic Tile & Stone (continued) CODE COST CODE COST 4930 Autoclave(3 required), CTI $350 4802 Modulus/Rupture(*20 required) $1.060 each per set ASTM C99 Minimum Charge of$375 for any Tile Testing Service Apply *20 Samples tested as follows: 4939 Imperviousness Test $90 5 Samples tested Wet,Parallel to the grain ASTM C126-each 5 Samples tested Wet,Perpendicular to the grain 4952 Water Absorption and Saturation $450 5 Samples tested Dry,Parallel to the grain Coefficient 5 Samples tested Dry,Perpendicular to the grain per set 90.00 each(5 required),ASTM C67 4804 Water Absorption and Density,(5 $395 4986 Abrasion Test&Skid Coeff.(LA $990 required) S-601-3) ASTM C97/C672-per set set ASTM C2486 and c 1028-4pcs 4810 Abrasion Resistance,(3 required) $460 4987 Abrasion Test only.(LA S-601-3) $660 ASTM C1353-per set ASTM C2486 - 2pcs sci 4811 Anchor Pull Test(No deflection 8135 measurement) Floor Systems and Components ASTM C1354-each Floor Installation Performance Level,Robinsons Floor 4819 Anchor Pull Test(With deflection $235 Test ASTM C627-76: measurement) 4918 First Panel--Not Including Tile or $1.890 ASTM C1354-each Installation 4818 Soundness Test, (5 samples required) 8470 4919 Second or More on Same Purchase 81.260 ASTM C88 Order per set 4817 Breaking Load,(5 samples required) $350 Miscellaneous ASTM C67-per set 4956 Ceramic Tile Material Purchase CTI By Quote Field Testing ASTM C482 4929 Ceramic Tile Miscellaneous CTI By Quote 3014 Field Technician $105 Mortar Testing per hour 4940 Mortar ANSI Test ANSI $2.200+ 5101 Ceramic Tile Technician Mileage .80 per mile 4944 Mortar Compression Test $65 5019 Pick-up Sample-within 40-mile radius $65 ASTM C109-each 4945 Mortar Miscellaneous Test CTI By Quote from Laboratory, per hour 4941 Mortar Skinning Test, CTI $115 4957 Field Slip Resistance Test,ASTM C1028, $750 each first test (*Withdrawn Standard) 4942 Mortar Initial Setting Time,CTI $80 ASTM C1028 each 4943 Mortar Drop-off Test,CTI By Quote 4958 Field Slip Resistance Test,ASTM C1028, 8440 each additional test in same area each ASTM 1028 Grout Testing 4970 Dynamic Coefficient of Friction 8750 4950 Grout ANSI Test ANSI By Quote (installed floor) 4953 Grout Drop-off Test CTI By Quote first test ANSI B101.3 4955 Grout Miscellaneous Test CTI By Quote 4964 Dynamic Coefficient of Friction 8440 4951 Grout Skinning Test,CTI $115 (installed floor),additional test in same each area 4954 Grout Compression-2"cubes 865 ANSI B101.3 each C1019-each 4971 Dynamic Coefficient of Friction(ceramic 8750 Dimension Stone/Building Stone Testing only installed)first test 4800 Compression Test,(*20 required), 81.060 ANSIA137.1 ASTM C170 4966 Dynamic Coefficient of Friction(ceramic $440 per set only installed)add test in same area 4801 Flex Strength,Cut Samples(*20 $1.060 ANSI A137.1 each required),ASTM C880 4959 Field Veneer Bond Strength $1,800+ per set ASTM C482 4931 Flex Strength,Full Size Samples(*20 $3660 required), (max 40 lbs/sample) ASTM C880-per set — 11 — It'i 8 Concrete CODE COST CODE COST 4300 Compression Test sample prep.and cap, $45 4308 Additional Reading $75 6"x 12"cylinders,including untested per set of 3 bars holds 4302 Storage over 90 days $75 ASTM C 39-each per set of 3 bars,per month 4329 Compression Test sample prep.and cap, $45 5020 Trans.and Processing/Deliver $60 4"x 8"cylinders,including untested holds Shrinkage Molds/Samples-within ASTM C 39-each 40-mile radius from Laboratory 4308 Weight per cubic foot of lightweight $100 per set concrete cylinders Mix Design each 9500 Mix Design,Determination of $250 4304 Flexure Test,6"x 6"beams, $125 Proportions ASTM C 78-each (3 Business Day Turn Around)each 4305 Splitting Tensile,6"x 12"cylinders $100 ASTM C 496 each 9505 Mix Design,Determination of $230 4306 Modulus of Elasticity Test-Static $275 Proportions ASTM C 469(includes comp.and Unit (Next day turnround)each weight)each 9501 Mix Design,Determination of $350 4228 Thermal Expansion of Concrete $600 Proportions AASHTO T336 each (Same Day Turn Service)each 9502 Preparation of Special Strength $350 4227 Unit Weight,Absorption,and Voids in $350 Documentation for Mix Design Hardened Concrete per hour ASTM C642-each 9503 Amend or Retype Existing Smith-Emery 8200 4311 Compression Test,2"-4"-6"Cores, $125 Mix Designs Including sample preparation and capping ASTM C 42-each (not involving calculations)each 4312 In Laboratory Core Cutting $70 9504 Review Mix Design prepared by Others $220 each per hour 5000 Pickup&Processing Cylinders $20 Labratory Trial Batch 6:30 a.m.to 4:00 p.m.,Monday-Friday(per 4309 Laboratory Trial Batch,(includes slump, $900 sample) %air,unit weight,and up to 7-cylinders 5001 Pickup&Processing Cylinders $35 ASTM C 192-each Before 6:30 am and after 4:00 pm& 4310 Laboratory Trial Batch,(including the 81,100 Saturday items above and shrinkage 5002 Pickup&Processing $40 ASTM C 192-each Sunday&Holidays(per sample) 4315 Sampling Material for Laboratory Trial $200 5003 *Minimum Pick-up Charge $200 Batches 5021 Trans.and Processing of Flexural Test $45 per hour Beams-within 40-mile radius from Guinite&Shotcrete Laboratory each 4314 Compression,2",4",6"Cores,including, $125 Forensic Testing preparation,capping,and trimming ASTM C 42 each 4319 Petrographic Examination $2,800 + 5016 Trans.and Processing Shotcrete $25 ASTM C856 4459 Moisture Vapor Transmission,Calcium $25 Cores within 40 mile radius from Chloride Moisture Kit Laboratory Per Location ASTM F1869 5017 Trans.and Processing Gunite Field $60 4457 Inplace Moisture Content $75 Sample(within 40-mile radius from 4489 Corrosion Potential,Half Cell $500 + Laboratory)less 12x12x6-in. ASTM C876 each 4 301 Pulse Velocity,ASTM C597 By Qiwo• 5018 Trans.and Processing Gunite Field 8100 4473 Cement Analysis $800 ± Sample(within 40-mile radius from ASTM C114-each Laboratory)up to 12x12x12. Shrinkage each 4307 Length Change(3 bars,4 readings,up $400 to 90 days),Modified ASTM C 157 - 12 - ��tN iM 9 (; 1 8 Concrete (continued) �Qi��r CODE COST CODE COST 5028 Trans.and Processing Gunite Field 8250 Sample(within 40-mile radius from Laboratory)2-feet square min. each 5027 ACI 506.2 Core Grading $175 per core Lightweight Roof Fill ASTM C495 4380 Compression Test including capping, $100 and preparation, each 4381 Density $100 each 4382 Cell-Crete 7-days and 14-days report $75 — 13 — i.1"..1:.,�R�SO/�i 9 Construction Materials '•9 CODE COST CODE COST Roofing Tile 4321 Flexural Strength with M.O.E. 8870 4700 Absorption $65 6 required-$145.00 each 4322 Density,3 required $150 each $50.0each 4701 Additional/Special Tests By Quote e 4702 Breaking Strength per U.B.C. $65 4323 Tensile Strength,3 required $225 $75.00 each each 4324 Shear Strength,3 required $225 Slate $75.00 each 4805 Modulus of Elasticity,3 parallel,3 $540 Fiber Wrap perpendicular 4326 Tensile Strength,panel(12"x12"),5 $875 ASTM C120-$90 each samples(1 X 10-in) 4806 Modulus of Rupture,3 parallel,3 $540 ASTM D 30391 -$170.00 each perpendicular Saturation Resin for Fiber Composite ASTM C120-$90 each 4807 Water Absorption,3 parallel,3 $240 4340 Water Absorption $250 perpendicular ASTM 0570 ASTM 0121 - $40 each 4341 Compressive Yield Strength $650 ASTM D695 4808 Weathering,3-samples $310 ASTM C217 - $90 each 4342 Flexural Strength,ASTM D790 $750 Wire Rope 4343 Shore Hardness,ASTM D2240 $250 4344 Tensile Strength and Elongation $750 4426 Wire Rope 0 through 1"diameter $250 ASTM D638 each 4345 Evaluation By Quote 4427 Wire Rope 1 through 2"diameter $350 per MWD RFC?704 each 4428 Wire Rope over 2"diameter 8450+ Structual Lumbar each 4470 Flexure By Quote Note:Sockets furnished by client ASTM 0198 4471 Compression By Quote Epoxy-Cores&Coring ASTM D198 3710 Field Coring Technician and standard $150 4472 Tension By Quote equipment ASTM 0198 per hour 4478 Torsion By Quote 4318 Shear Test on Epoxied Cores $125 ASTM D198 each 4476 Shear By Quote 4346 Epoxied Cores Visual Inspection $125 ASTM D198 each Specialty Grout 4316 Compression Test,Cylinders $125 4395 Rapid-Hardening Grout By Quote each ASTM C928 4317 Compression Test,Cores $125 4396 Non-Shrink Grout By Quote each ASTM C1107 5026 Pick-up Epoxy Cylinders-within 40-mile 830 4490 Time of Setting $250 radius from Laboratory ASTM C266-each per sample 4491 Sulfate Expansion $700+ Fireproofing Tests ASTM C1012-each 4350 Oven Dry Density 8125 4492 Flexural Strength $600+ per sample ASTM C348-each 4351 Adhesion/Cohesion Testing $100 4493 Consistence(Cone Test) $250 per hour,4-hour minimum ASTM C939 each 5014 Pick-up Fireproofing 825 4494 Bleeding 8700+ Samples-within 40-mile radius ASTM C940 each from Laboratory4495 Total Chloride Ions By Quote ASTM C1152-each per sample 4496 Permeability By Quote Glass Fiber Reinforced Concrete ASTM C1202-each 4320 Flexural Strength,without M.O.E. 8270 4550 Standard Specification for Mortar for 8700+ (6 required)$45.00 each Unit Masonry ASTM C270 — 14 — 9 Construction Materials (continued) CODE COST CODE COST 4551 Potential Alkali-Silica Reactivity by $700+ Mortar Bar Method ASTM C1260 4552 Potential Alkali-Silica Reactivity by $700+ Accelerated Mortar Bar Method C1567 4553 Standard Specification for Plastic By Quote (Stucco)Cement 4554 Standard Specification for By Quote Non-Asbestos Fiber Mat Reinforced Cement Substrate Sheets - 15 - 4154,,s' Test Bays Height(ft) Width(ft) 10 Curtain Wall Mock-Up Performance Testing-Test 1 100 35 04.10Bays Available in the Following Sizes: 1 45 75 5 34 20 (Los Angeles d San Francisco) Custom Test Bay Sizes Available by Quote. 1 30 10 1 20 20 CODE COST CODE COST Inspection&Testing Air and Water 3019 Lab Tech Away from Lab $125 8102 Static Water Infiltration(Field) $250 3019 Special Curtain Wall Evaluation $125 ASTM E 331/1105 per hour 8150 Static Water Infiltration(Lab) $450 3019 Curtain Wall Attachment $125 ASTM E 331/1105 per hour 8104 Static Air Infiltration(Field) $250 3019 Exterior Skin from Swing Stage $250 ASTM E 283/783 (2 men)per hour 8151 Static Water Infiltration(Lab) $850 3019 Caulking,Sealants,Adhesives $125 ASTM E 283/783 per hour 8103 Dynamic Water Infiltration $1,800 3019 Coatings,Paint $175 8105 Water Penetration By Cyclic Air $250 per hour Pressure(Field) Field Testing ASTM E547/E1105 8152 Water Penetration By Cyclic Air $450 8113 Field Water Test $250 ASTM 501.2,(2 men)per hour eure(Lab) 2547/E1105 8114 Field Testing of Newly Installed $250 8125 Pressure Equalized Rain Screen(Field) $250 Fenestration System Products AAMA 508 MMA 502 8153 Pressure Equalized Rain Screen(Lab) $450 8115 Field Testing of Newly Installed $250 AAMA 508 Storefronts,Curtain Walls,and Sloped 8154 Electronic Leak Detection $175 Glazing Systems ASTM D 8231, Per Hour AAMA 503 8155 Electronic Leak Detection $100 8116 Field Testing of Masonry Walls, $250 Equipment Charge-Per Day ASTM C1601 Structural 8133 Field Posi Test $175 8122 Seismic Structural Loading $1,000 ASTM E1186 Structural 8134 Adhesion Testing SSG $175 8106 ASTM E 330erformance $500 ASTM C1401 8126 Seismic and Wind Induced Interstory $1,000 8135 Adhesion Testing $250 ASTM C1521 Drift 8136 Water Penetration of Masonry $250 AAMA 501.4 ASTM C1601 8127 Seismic Drift Causing Glass Fallout $15,000 8137 Evaluating Water Leakage in Buildings By Quote AAMA 501.6 ASTM E2128 8128 Vertical Interstory Movements $1.000 8138 Portable Adhesion Testing of Coatings By Quote HAMA 501.7 ASTM D4541 8129 Impact and Cycling Testing $1,000 AAMA 506 8139 Field Dynamic Water Penetration By Quote AAMA501.1 8109 Concentrated Load Testing $500 (window washer,etc.) Materials Evaluation 8156 Missle Impact Test $5000 8112 Glass,Granite,Metal Cladding, By Quote ASTM E 1886/1996 Caulking,Paint Coatings Adhesive Bond, Thermal Chemical Analysis 8110 AAMA Thermal Testing By Quote 8123 Point Load Testing on Structurally B1 Quote 8130 Thermal Performance Test By Quote Glazed Glass AAMA 1503 ASTM STP1286 8131 Thermal Cycling of Exterior Walls $8500 8124 Lab Testing of Masonry Walls By Quote MMA 501.5 ASTM E514 4948 Pressure By Quote 8111 Stress and Rupture-Stone and Granite By Quote Hurricaine 8140 Water Testing Leakage Through Masonry I3 Quote ASTM E514 8132 Impact Cannon Testing By Quote ASTM E1996/E1886 — 16 — 10 Curtain Wall (continued) CODE COST CODE COST Multi-Channel Computer Aided Data Acquisition of: — 4946 Acceleration By Quote 4430 Vibration By Quote 4947 Movements(0.0001 inch) By Quote 4468 Machine Control Movement By Quote 4469 Temperature By Quote 4418 Strain Gauge By Quote 4949 Stress Analysis By Quote 4439 Cyclic Seismic Testing of Components By Quote of Steel Structures ATC-24,FEMA 350,FEMA 450 — 17 — 1i,i 11 Masonry �AA,0 CODE COST CODE COST Brick ASTM C 67 Masonry Prisms ASTM C 1314 4200 Compressive Strength including sample $125 4218 Compression Test, 8"x16"Grouted $225 preparation and capping Prisms including trimming and capping Each 4225 Compression Test,12"x24"Grouted $375 4201 Modulus of Rupture(flexure)including $125 Prisms including trimming and capping sampling preparation each Each 4226 Compression Test,16"x32"Grouted $775 4217 Flexural Bond Strength $300 Prisms including trimming and capping 4205 One set of five joints $50 4223 Compression Test with MOE,Grouted 8625 4202 Dimensions,overall,coring,shell and $50 Prisms web thickness 4224 Unit Weight,Grouted Prisms $100 per brick Each 4203 Coefficient of Friction(slip test) $185 4219 Cutting Prisms,when required(Solid) $130 Each 4230 Cutting Prisms,when required(Not Solid)$100 4204 Initial Rate of Absorption, $45 4208 Cores,Compression,6"and 8"Diameter $125 each each 4205 Absorption-5 hour or 24 hour $150 4209 Cores,Shear,6"and 8"Diameter,2 Faces $175 Set Of Three per core 4206 Boil,1,2 or 5 hour $250 4347 Pick-up Prisms 12x8x16 and $75 Set Of Three 16x16x16-n-within a 40-mile radius of 4207 Efflorescence $150 laboratory Each Each 4222 Freeze Thaw(8x8,4x4),5 samples,50 81.500 5013 Pick-up Prisms 8x8x16-in-within a $60 cycles 40-mile radius of laboratory 5009 Pick-up Brick Samples $20 Each Each Mortar&Grout UBC Sandard 21-16&21-18 Solid Concrete Interlocking Paving Units ASTM C 936 — 4214 Compression,2"x 4"Masonry Mortar 8100 4232 Compressive Strength including sample 8125 Cylinder including trimming and capping Each preparation Each 4215 Compression,2"Grout Cubes,including 8100 4233 Unit Weight $125 sample preparation and capping each ASTM C 109-Each 4231 Compression,non-standard Grout Cubes$100 Concrete Block ASTM C 140 Modified 109 including sample prep./cap 4210 Compression,including sample trimming $270 ASTM C 109-each preparation and capping 4216 Compression,3"x 6"Masonry Grout $100 3 required,$75.00 each including sample preparation and capping 4211 Moisture Content as Received $90 each Each 5011 Transportation and processing Mortar $25 4211 Absorption 8270 Samples-inside 40mi radius of laboratory 3 required-$75 Each each 4213 Shrinkage,Modified British $525 5012 Transportation and processing Grout 825 ASTM C 426,3 required $150.00 each Samples-inside 40mi radius of laboratory 4229 Coupon Cutting $50 each Each 5015 Transportation and processing Grout $25 4221 Compression,4"-6"-8"Cores including $125 sample preparation and capping C ucbes h -inside 40mi radius of laboratory Each 4220 Complete C140 $1.300 Un-Reinforced Masonry Building Tests 5110 Transportation and processing Block $25 4089 In-Place Shear(Push)Tests tic Qit, Samples-inside 40mi radius of laboratory 4815 15 Degree Core Shear Tests H Qui t each 4827 Flat Jack Testing lic Qiwt, 4816 Wall Anchors I3t (tum( - 18 - or¢rFq 12 Metallurgical H 1 '•�1A1°'V CODE COST CODE COST 6933 Metallurgical Engineer $225 Mechanical Testing per hour 6900 Bend Test-Base material By Quote 6919 Metallurgical Technician $125 per hour 6907 Load Tests(Proof Load,Flexural, By Quote Metallurgical Services Stress corrosion,etc.) 6934 Tensile Test-With Electronic $100 6902 Test CVN at75°F $175 Extensometer,excludes sample (Set of 3 specimens) 6903 Test CVN at 70°F $220 cutting and specimen preparation (Set of 3 specimens) each 6976 Test CVN at 40°F $240 6939 Tensile Test-Square or Round Tube,Full $265 (Set of 3 specimens) size with plugs 6977 Test CVN at 30°F $240 up to 2.00-in.OD-each (Set of 3 specimens) 6957 Talbot Test-Sample preparation and test$250 6978 Test CVN at 0°F $290 per specimen (Set of 3 specimens) Fastener Testing 6801 Test CVN at 10°F $240 6948 Tensile Test-Anchor Bolts,Studs or $175 (Set of 3 specimens) Threaded Rods under 100,000 lbf, 6979 Test CVN at-20°F $315 (Set of 3 specimens) tested full-size 6904 Galvanized Coating-Acid Strip Method $200 each per specimen of plate,and wire 6958 Tensile Test-Anchor Bolts,Studs or $195 6912 Stucco Netting,ICC Evaluation By Quote Threaded Rods 100,000-120,000 lbf, per roll tested full-size 6905 Hardness Tests Brinell,Rockwell 8110 each (Standard or Superficial),excluding 6959 Tensile Test-Anchor Bolts,Studs or $195 specimen preparation if required Threaded Rods up to 1.0 in diam.by 6920 Chemical Analysis-Ferrous Material $185 machined specimens each solidof piece each6013 Tensile Test-Anchor Bolts,Studs or $210 6012 Chemical Analysis-Ferrous Material By Quote Threaded Rods,1.0-2.0in diam.by of filings machined specimens each each 6980 Chemical Analysis-Non-Ferrous By Quote 6014 Tensile Test-Anchor Bolts,Studs or $235 Material of solid piece Threaded Rods over 2.0-in diam.by each machined specimens 6981 Chemical Analysis-Non-Ferrous By Quote each Material of filings 6949 Nut-Hardness and Proof Load test $42 each under 100,000 lbf-each 6943 Evaluate Carbon Equivalent(C.E), $195 6960 Nut- Hardness and Proof Load test 855 100,000- 120,000 lbf-each each to include chemical analysis of 6015 Nut-Hardness In Core Method in lieu $120 solid piece of proof Load test 6011 Evaluate Carbon Equivalent(C.E), By Quote above 120,000Ibf-each each to include chemical analysis of 6950 Washer-Not Galvanized-Hardness $30 filings each 6017 Microhardness Survey,(includes Bs Quote 6961 Nut Cone Proof Load Test BQuote metallurgical mount&preparation) each each Fastener Testing Continued Activity Cost 6913 Scanning Electron Microscopy(SEM),and$370 6951 A325 or A490-Bolt hardness only $105 EDS, each per Hour(min 1 hr) 6592 Bolt A325 or A490-Wedge Tensile, $100 6915 Scanning Electron Photomicrographs $8.50 and Hardness each(5"x 4") each 6112 Laboratory NDT Testing(UT,MT,PT) By Quote 6802 Bolt A325 or A490-Wedge Tensile up $150 5101 Mileage $0.80 per mtiTe to 1-1/8-in diameter,and Hardness 4443 Administrative Surcharge 7",.or tueot,< each - 19 - b�N f,y`O ;,©©`I 12 Metallurgical (continued) CODE COST CODE COST 6810 F593C SS Screws(Tensile,Proof $200+ 6114 Welded Rebar Transverse Tensile Test,# 8155 Laud,Hardness) 8 thru#10 6811 F594C SS Nuts(Hardness+ $200+ 6966 Welded Rebar Transverse Tensile Test,# $185 Proof Load) 11 thru#14 6803 Bolt A325 or A490-Wedge Tensile $155 6967 Welded Rebar Transverse Tensile Test, 8500 up to 1-1/4-in diameter,and #18 Hardness 6921 Review Welding Procedure Specification 8175 each (WPS) 6804 Bolt A325 or A490-Wedge Tensile 8165 each up to 1-3/8-in diameter,and 6922 Prepare Welding Procedure $350 Hardness Specification(WPS) each each 6805 Bolt A325 or A490-Wedge Tensile $185 6971 WPS,PQR Weld Certificate $135 up to 1-1/2-in diameter,and each Hardness Unless otherwise noted,costs above do each • not include sample preparations 6975 Bolt A325 or A490-Tensile test by By Quote Sample Preparation machined specimens each 6806 Customized Sample Machining By Quote Weld Procedure Qualification and Welder Qualification— 6910 Sample Cut&Machine Specimen- $75 6963 Welded Fabric Weld shear strength 5 ea der y� in each sample 6911 Sample Cut&Machine Specimen-54 $100 6927 Guided Weld Bend Test,excluding $50 -inch to 1.0-in specimen preparation each each 6968 Sample Cut&Machine Specimen- $160 6956 Age Bend Specimens-48 Hrs $140 , up to 3 specimens 1.0-in to 1%-in-inch thick, each 6929 Sample Cut&Perform Weld-Fillet $175 Weld Fracture Test 6984 Sample Cut&Machine Specimen- 8180 each over 1%-in-inch 2.0-in thick 6969 Weld-Fillet Weld Fracture Test In Sheet $140 each Steel&Evaluate 6985 Sample Cut&Machine Specimen- $200 each over 2.0-in to 2'/2-in-inch thick,each 6930 Weld-Macro Etch(Plate)-cut,polish, By Quote each etch,and evaluate 6986 Sample Cut&Machine Specimen- $215 each over 2%-in-inch 3.0-in thick,each 6972 Weld-Macro Etch $145 each (Rebar#3 thru#7)-each 6987 Sample Cut&Machine Specimen- $250 6113 Weld-Macro Etch $160 over 3.0-in to 3%-in-inch thick,each (Rebar#8 thru#10)-each each 6973 Weld-Macro Etch -cut,polish,etch, $170 6988 Sample Cut&Machine Specimen- By Quote and evaluate over 3%-in-inch thick,each (Rebar# 11 thru#14)each each 6974 Weld-Macro Etch -cut,polish,etch, $250 6909 Sample Cut&Machine Charpy V-Notch $310 and evaluate Specimens(Set of 3 specimens) (Rebar# 18)-each per set 6931 Weld-Radiography By Quote 6941 Machine and V-Notch one set CVN $330 6932 Weld Transverse Tensile Test,plate up $100 specimens from Alternate Location to 1.0 in thick excluding machining 6989 Machine and V-Notch one set 3/4 size $300 each Specimens 6964 Weld Transverse Tensile Test,plate over $215 6990 Machine and V-Notch one set 2/3 size $300 1.0-in thick excluding machining Specimens each 6965 Welded Rebar Transverse Tensile Test,# $135 3 thru#7 — 20 — .1 12 Metallurgical (continued) CODE COST CODE COST 6991 Machine and V-Notch one set 1/2 size $315 Specimens 6992 Machine and V-Notch one set 1/3 size $320 CVN Specimens 6993 Machine and V-Notch one set 1/4 size $320 CVN Specimens 6994 Rough cut'K'from full beam section $75 6995 Rough cut'K'from T beam section $75 6996 Rough cut from'K'section only $75 6997 Rough cut from Flange of full beam $75 section 6998 Rough cut from Flange of T beam $75 section 6999 Rough cut other joint configuration By Quote 6111 Macroetch rough cut sample to locate By Quote HAZ each 6914 Metallurgical Mount,1-1/4-in.including $145 preparation without evaluation each 6918 Metallurgical Mount,2.0-in.including $185 preparation without evaluation cac 6925 Add additional piece in mount $35 each piece Administrative Charges 6935 Rush Turnaround,48-72 hours +50% Invoirc (50%Surcharge) 6936 Rush Turnaround,24-48 hours +100% Invoice (50%Surcharge) 6110 Test Report Charge $65 Min 6937 Same day testing+report +200% Invoice (200%Surcharge) 6923 Minimum laboratory charge $150 6924 Multiple copies for distribution,copies $4.50 and mailing per distributor per copy each 9116 Digital Photographs,photo quality paper $8.50 each 6115 Digital Photographs,photo quality paper $4.50 per copy report each 6116 Metallurgical Technician Travel Time By Quote per hour 4422 Special Test Set-Up(2-techs+1 engineer $300 crew) per hour 3075 Administrative Office Support By Quote 4416 Misc.Equipment Charge By Quote 4420 Special Testing By Quote 9111 Final Report By Quote — 21 — N F i © 1 13 Plastics & Plumbing CODE COST CODE COST 4422 Weatherometer Test By Quote 4521 Shower head,hand shower,or body sprayBy Quote each adjusting mechanisms or function control 4425 Plastic Tensile Tests By Quote 4519 Supply stop By Quote each 4522 Automatic compensating valve By Quote Fixtures 4523 Temperature Actuated Mixing Valves By Quote 4532 Plastic Toilet(Water Closet)Seats By Quote for Hot Water Distribution Systems 4533 Plastic Water Closet Bowls and Tanks By Quote 4524 Automatic Temperature Control Mixing By Quote 4354 Plastic Lavatories By Quote Valves 4535 Plastic Urinal Fixtures By Quote 4525 Water Temperature Limiting Devices By Quote 4536 Plastic Bathtub and Shower units By Quote 4526 Atmospheric Type Vacuum Breakers By Quote 4537 Plastic Sinks By Quote 4527 Hose Connection Vacuum Breakers By Quote 4538 Prefabricated Plastic Spa Shells By Quote 4528 Backflow Preventers with an By Quote Pipe Intermediate Atmospheric Vent 4539 Polyethylene Plastics Pipe and Fittings By Quote 4529 Pressure Principle Fire Protection By Quote Materials Backflow Preventers 4540 General Pipe testing By Quote4530 Check Fire Protection Backflow By Quote Prevention Assemblies Plumbing Water Closets 4500 Water Closets By Quote Miscellaneous 4501 Wall Mounted Water Closets By Quote 4541 Plumbing Water Resistance By Quote uiBy Quote each 4502 Water Closets Equipped pped with a Dual 4542 Plumbing Water Resistance Cycling Test By Quote Flushing Device 4543 Gel Coat Thickness By Quote 4503 Urinals By Quote each Faucets 4504 Lawn and Sediment Faucets By Quote 4505 Pullout Spout Faucets By Quote Shower Heads 4506 Shower head or Body spray By Quote 4507 High-efficiency Shower head or Body By Quote spray 4508 Hand Shower By Quote 4509 High-efficiency Hand Shower By Quote Flexible Hose 4510 Flexible Water Connectors By Quote Fittings 4511 Lavatory and Bar Supply Fittings By Quote 4512 Bidet Supply Fitting(with or without a By Quote diverter) 4513 Kitchen Supply Fitting(Kitchen faucet) By Quote 4514 Kitchen and Lavatory Supply Fitting By Quote (Faucet)with Side spray Diverter 4515 Bath or Shower Supply Fitting By Quote 4516 Bath or Shower Supply Fitting with By Quote Diverter 4517 Laundry Tub Supply Fitting By Quote 4518 Metering or Self Closing Supply Fittings By Quote Valves and Controls 4519 Supply Stop By Quote 4520 Kitchen and Lavatory side spray By Quote function control - 22 - e�N•Iy�4 D; 14 Quality Assurance - 3rd Party Audit CODE COST CODE COST 4456 Travel time,per hour $75 (Min.may apply) 4533 Surveillance-Standard Audits $105 per hour-8hr minimum,plus report& expenses 4520 Approved Fabricator Surveillance audits $105 per hour-8 hr.Minimum,plus report& expenses 4521 Qualifying Fab shop Compliance $330 certificate per activity 4522 Virtual Audits-certified,(all-types) By Quote (average 3 days plus reporting) 4523 Virtual Audit Certification letter or $300 certificate to Municipalities/ Accreditation bodies per letter 4533 Qualifying Audit, $105 per hour(8 hr.Minimum) 4534 Technical Director $135 per hour(Code Meetings) 4535 Consulting,per hour $105 (Min.may apply) 4536 Project manager $105 per hour 4537 Engineer $158 per hour 1103 Per Diem $120 (per day) 1107 Per Diem By Quote per day(Out of Country) 1104 Consumable/Expenses Cost +15% 4539 Quality Systems Manual Reviews $105 per hour-8 hr minimum 4539 Manual Review, $105 per hour(6 hr. Minimum) 4540 Audit Report Fees, $75 per hour($150.00 Minimum) 3098 Annual Listing Fees $1,000 (if Applicable)/or per Quote/per product model and or series 5101 Mileage $.80 Per Mile 4443 CA.Admin Fee 7 Of Involve Note:45 days advance notice required for audit cancellation.Audit cancelation Fees apply.Expenses with applied mark-up and 8 hours Audit prep time if less than 45 days'notice. - 23 - *00 ,.... i 15 Reinforcement CODE COST CODE COST Reinforcing Steel ASTM A 615/A 706 Activity Cost Reinforcing Steel ASTM A 1035 4600 Tensile Test,No.3 to 8 Bar 860 4327 Tensile Test $350+ each each 4601 Bend Test,No.3 to 8 $60 4328 Bend Test $350+ each each 4633 Tensile Test with MOE,No.3 to 8 Bar $200 Headed Steel Bars for Concrete Reinforcement each 4626 Tensile Test,No.9 to 11 Bar $85 ASTM A 970 each 4639 Tensile Test,No.11 or smaller $225 4627 Bend Test,No.9 to 11 Bar $85 each each 4640 Tensile Test,No. 14 $275 4630 Tensile Test with MOE,No.9 to 11 Bar $275 each each 4641 Tensile Test,No. 18 $425 4602 Tensile Test,No.14 Bar $175 each each Welded Specimens 4634 Bend Test,No.14 Bar $175 each 4604 Tensile Test,Welded,No.11 Bar or $225 4631 Tensile Test with MOE,No.14 Bar $325 Smaller each each 4603 Tensile Test,No.18 Bar $325 4605 Tensile Test,Welded,No.14 Bar $275 each each 4635 Bend Test,No.18 Bar $325 4606 Tensile Test,Welded,No.18 Bar $425 each each 4603 Tensile Test with MOE,No.18 Bar $425 4607 Nick Break,Welded Re-Bar $125 each each 4632 Tensile Test,No.20 Bar $525 4615 Straightening Hoops $50 each Coupled Reinforcement High-Strength Steel Bars for Prestressed Concrete 4612 Tensile Test,Mechanically Spliced Bar, $225 ASTM A722,Grade 80 No.11 Bar or Smaller each 4636 Tensile Test,No.24 Bar $800 4613 Tensile Test,Mechanically Spliced Bar, $275 each No.14 Bar 4637 Tensile Test,No.28 Bar $1,000 each each 4614 Tensile Test,Mechanically Spliced Bar, $425 4638 Tensile Test,No.32 Bar $1,200 No.18 Bar each each 4623 CalTrans Mechanical Coupler Slip Test, $275 4616 Chemical Analysis, $200 No.11 Bar or Smaller each each 4617 Deformation Compliance $85 4624 CalTrans Mechanical Coupler Slip Test, $325 each NoSampling and Tagging at Fabricators Plant(within 40-mile each radius from Laboratory,add$100 for more than 40-miles) 4625 CalTrans Mechanical Coupler Slip Test, $525 5005 6:30 a.m.to 4:00 p.m.,Monday through 830 No.18 Bar Friday each per sample 4625 CalTrans Mechanical Coupler Slip Test, $625 5006 Before 6:30 a.m.and after 4:00 p.m.and 845 No.20 Bar Saturday each per sample 5007 Sunday and Holidays $45 Post Tensioning Strand per sample 4609 Tensile Test and Elongation in 24"for $275 5008 *Minimum Sample Charge $200 Prestress Strand,ASTM A 416 per trip each 5024 Transportation and Processing Rebar $30 4610 Tensile Test and Elongation in 10"for $275 Samples at Jobsite-inside 40mi radius of Prestressing Wire,ASTM A 421 laboratory each per sample - 24 - 15 Reinforcement (continued) CODE COST CODE COST 4611 Modulus of Elasticity(Prestress Strand) $375 each 5025 Transportation and Processing Post $30 Tension Cables-within a 40-mile radius of laboratory per sample Welded Wire Fabric ASTM A 185 4618 Shear-Weld Area,5 required $250 $50 each 4619 Parent Material Tensile,5 required $250 $50 each 4620 Bend Test,5 required $250 $50 each 4621 Weld-Included Tensile,5 required $200 $40 each 4622 Mesh Evaluation,ASTM C427 $575 - 25 - �i 16 Soil CODE COST CODE COST Soil Properties Foundation Testing 7018 California Impact,CAL 216 ',.: 150 7100 Atterberg Limits,(LL,PI) $175 each ASTM D 4318-each 7136 Classification of Soil for Engineering $350 7099 Atterberg Shrinkage Limit $150 Purposes ASTM D 4318-each ASTM D2487 7130 California Bearing Ratio $550 7555 Moisture Density-Chunk Density,In-Situ $50 ASTM D 1883-each ASTM D2937-each 7145 California Bearing Ratio $700 7137 Moisture Density-Drive Tube Density, $50 With re-test ASTM D 1883,per set In-Situ 7559 Collapse Potential By Quote each each 7020 Corrosivity:Resistivity,pH,Sulfates, By Quote 7102 Consolidation Test $200 Chlorides ASTM D 2435-each each 7103 Consolidation Time/Rate Curves $50 7110 Material Finer-#200 Sieve $50 each ASTM D 1140/C 117-each 7104 Remolding of Samples $30 7140 Material finer than#200 Sieve $100 each Fine&Course-ASTM 01140,each Direct Shear Test,ASTM D 3080: 7141 Material finer than#200 Sieve $50 7107 Consolidated,Drained 1 Point $125 Fine only-ASTM C117,each each 7142 Material finer than#200 Sieve $100 7106 Consolidated,Undrained 1 Point $100 Fine&Course up to 1/2"-ASTM C117,each each 7111 Moisture $25 7105 Unconsolidated,Undrained,1 Point $100 ASTM D2216-each each 7019 Moisture(microwave) $15 7104 Remolding of Samples $30 ASTM D4643-each each 7113 Moisture-Density Relations of Soils $135 7108 Expansion Index,UBC-18-2 $140 ASTM D1557,Method A-each ASTM D 4829-each 7114 Moisture-Density Relations of Soils $145 7116 Permeability,Constant Head $225 ASTM D1557,Method B or C-each ASTM D 2434,CAL 220-each 7138 M/D Curve Rock Correction $100 7117 Permeability,Falling Head $225 7135 Moisture-Density Check Point $50 CAL 220-each each 7132 Triaxial Unconsolidated,Undrained By Quote 7120 "R"(Resistance)Value,Lime Treated or $250 ASTM D 2850-each Requiring Recombining 7129 Unconfined Compression Test $70 each ASTM D 2166-each 7119 "R"(Resistance)Value,Calif.301 $225 7134 Unconfined Compression Test with $120 ASTM D 2844-each Graph, 7534 Relative Density(max/min) By Quote ASTM D 2166-each D 4254-each Peat Moss 7124 Sieve Analysis of Combined Fine and $200 7040 Loss on Ignition $75 Coarse ASTM D 2974-each ASTM D-422-each 7109 Sieve and Hydrometer Analysis, $270 7041 Bulk SpecificyASTM D 4531-each $45 ASTM D 422 each 7038 Classification $200 7139 Sieve Analysis,fines for sieves#4 to $125 ASTM D 4427-each #200 7043 pH $45 ASTM D 422-each ASTM D 2976-each 7127 Specific Gravity for Soils $120 7044 Absorption $20 ASTM D 854-each ASTM D 2980-each 7143 Particle Size Distribution(Gradiation) $175 Extra charge of 150%of the unit cost will be applied for tests Fine Only,ASTM D6913,each requested within 24 hrs,and 300%for test requested same day if 7144 Particle Size Distribution(Gradiation) $225 Fine&Course,ASTM D6913,each the ASTM allows for the following test: ASTM 01557,Method A ASTM C117,ASTM D1140 ASTM C136 ASTM C29(Unit Weight only) - 26 - JiH 6y`O I:©V»� 17 Structural Testing CODE COST CODE COST 4400 20,000 to 120,000 Pound Machine $240 4410 200,001 to 400,000 lb. $250 (Universal),including set-up time each per hour 4140 Greater than 400,000 lb. $450 4401 440,000 Pound Machine(Universal), $270 each including set-up time 4418 Strain Gauge Testing $375+ per hour 4420 Special Testing,Load Tests,Flexural, $8,000+ 4402 600,000 Pound Machine(Compression $320 Bend,Impact,Axial,Racking Shear only),including set-up time 4432 Tensile Test--Mechanical Non-Printout $150 per hour Extensometer for Strain 4462 1,100,000 Pound Machine(Universal), 8900 each including set-up time 4433 Tensile Test--Electronic Extensometer $225 per hour with Recorded Printout 4541 400,000 Pound Machine(Test mark), $320 1 Test including set-up time 4141 Mechanical Bend Test $75 per hour each 4501 120,000 Pound Machine(Instron), $340 4142 Machining and Preparation of Samples $400 including set-up time (shop) per hour per hour 4502 450,000 Pound Machine(Instron), $440 4559 Monotonic test including strain gauge $1200+ including set-up time each per hour Structural Testing 4405 Special Load Tests Up(2-techs+1 8500 *General Structural Monotonic Testing engineer crew) 4703 Diaphragm Set-up $500 per hour per hour 4422 Special Test Set-Up(2-techs+1 $450 4479 Diaphragm test $3,000 engineer crew) each per hour 4704 Monotonic Shear Wall Set Up $350 Manhole Cover and Tree Grate Tests,(L.A.City) per hour 4423 Static Loading,22-inch diameter or $150 4556 Monotonic Shear Wall test $2.500 smaller each each *General Low Cyclic/Fatigue Testing-< 1,000 cycles- 4557 Static Loading,greater than 22-inches $200 Components or Assemblies and less than 36-inches in diameter y each up to 400k lbs 4438 Cyclic Shear Wall Test $3,500 4558 Static Loading,greater than 36-inches in 8300 each 4705 Cyclic Set-up $500 diameter per hour each up to 400k lbs 4706 Cyclic AC133 or similar Test By Quote 4424 Weight of Manhole Samples $50 each each 4707 Cyclic FM1950 or similar Test By Quote 4732 Cyclic Loading-(3-5 cycles)up to $300 each 22-inches in diameter 'General High Cyclic/Fatigue Testing-> 1,000 cycles,up each 4468 Cyclic Loading-(10 cycles) 8550 to 0.5 Hz each 4143 Cyclic Set-up $1,200 4730 Cyclic Loading(3-5 cycles) 8400 per hour 4 731 L.A City S-601- ASTM D2486 8850 4144 Cyclic Shear Wall Test $1,500 each per hour Mechanical Testing Services 'ASTM E72 Test or Similar(Including DAQJ-Walls Up to Tensile Test--No Strain Measurement,Yield by Halt 15-ft high of Dial,no report included 4708 ASTM E72 or similar Set-up $275 4411 Up to 100,000 lb. $75 Per Hour each 4709 Compression or similar Test $3,000 4412 100,001 to 200,000 lb. $100 Each each — 27 — .4..„�M'�M ,K.,iii i 17 Structural Testing (continued) CODE COST CODE COST 4710 Flexural or similar Test $2,000 Geogrid Testing Each 4711 Flexural and Compression or similar $2,500 4444 Connection Testing,NCMA Test Method $350+ Test SRWU-1 Each each 4712 Static/Shear or similar Test $1,800 4445 Shear Strength Testing,NCMA Test $350+ Each Method SRWU-I 4733 Permanent Railing Systems,Guards, $500 each and Balustrades ASTM E935 Load Test Product Evaluation Services Each 4446 ICC ES Product Evaluation Services By Quote Note:'Prices subject to change depending of complexity of 4447 CISCA Product Evaluation Services By Quote sample 4448 AAMA Product Evaluation Services By Quote ICC-ES AC166 Test or Similar(including DAQ)-Diaphragm 4449 ATC 24,FEMA 350,FEMA 450 Product By Quote Up to 20-ft by 20-ft Evaluation Services 4713 ICC-ES-AC166 or similar Set-up $450 Product Consulting Services Per Hour 3095 Code Consulting or similar $175 4714 Roof Diaphragm or similar Test $3,000+ per hour Each 4715 Wind Driven Rain or similar Test $4,000+ 3090 ICC ES/IAS Fabricator Quality $175 each Assurance Services 4560 Moment Frame Connection or similar $400 per hour Set-up 3091 Uniform ES and ICC ES Product By Quote per hour Consulting Services 4555 Moment Frame Connection or similar $400+ 3092 IAPMO Product Consulting Services By Quote Test 3093 HAMA Product Consulting Services By Quote each 3094 ATC 24,FEMA 350,FEMA 450 Product By Quote 4561 Component Compression or similar $350 Consulting Services Set-up 4150 Test Procedure/Protocol Elaboration $150 per hour per hour 4440 Component Compression or similar $700+ General Structural Field Testing Test 4151 Special Sampling at fabrication plant $150 each per hour 4562 Component Shear,or Similar Setup $400 4152 Special field test setup(2 Techs+ 1 $450 per hour Crew) 4441 Component Shear or similar Test $1,000+ EEngineerer r each 4563 Component Flexural or similar Set-up $350 4153 Special field load test(2 Techs+ 1 $525 per hour Engineer Crew) 4442 Component Flexural or similar Test $700+ per hour each 4154 Computer DAQ/Amplifiers $120 4564 Uniform Load or similar Set-up $500 per hour per hour 4155 Load Cell or transducer $50 8108 Uniform Load or similar Test $1,500+ Note:*Prices subject to change depending of each complexity of sample 4565 Hydrostatic Testing or similar Set-up $500 5101 Mileage $.80 per hour per hour 4429 Hydrostatic Testing or similar Test $1,500+ each Testing for Coatings used in Slip-Critical Bolted Connections 4570 Slip Coefficient Test(RCSC+5 tests) $4,250 per set of 3 tests 4571 Tension Creep Test(RCSC+3 tests) $5,250 per set of 3 tests - 28 - 11 t5q 18 Geotechnical & Environmental Services CODE COST CODE COST Professional Staff(Geotechnical Engineers,Geologists, 7232 Monday through Saturday,Over 12 2x Time Staff Specialist)Activity Cost Hours;Sundays and Holidays,Over 8 Hours 7206 Senior Professional $185 Administrative Charges per hour 7205 Project Manager $110 7215 Pick-Up/Delivery $55 per hour per hour(2-hours minimum) 7204 Project Professional $120 7313 Mileage $.75 per hour per mile 7203 Staff Professional $115 7235 Travel Time $55 per hour per hour 7202 Principal Professional $150 7315 Facsimile $1 per hour per page 7218 Certified Geologist $120 7225 Reproduction $1.50 per hour per page 7201 Senior Principal Professional $185 7317 Report Surcharge $50 per hour per copy 7200 Expert Witness By Quote 7319 Cellular Telephone $35 per hour per day 7209 Office Support $35 7325 Air Express/Over-night Delivery $35 per hour each 7219 Word Processor $40 7300 Contracted Services-Drilling By Quote per hour 7301 Contracted Services-Testing By Quote 7208 Illustrator $45 7303 Contracted Services-Expenses By Quote per hour 7302 Contracted Services Soul Vapor Wells By Quote 7231 QSP"Qualified SWPPP Practitioner" $120 Instillation per hour 7234 Geotechnical Technician $110 Foundation/Geological Investigations Regular time-per hour 7308 Geotechnical Field Exploration By Quote Field Staff 7305 Final Report of Compacted Fill By Quote 7212 Field Technician,Laboratory and Field $105 (submitted at end of project,if required) with density equipment,Regular Time 7338 Geotechnical Addendum Report By Quote per hour Support Equipment Foundation/Geological Investigations 7240 Environmental Technician,Regular Time $105 7327 Nuclear Density Gage, Field Staff per hour per day 7274 CalTrans Certified Technician with $105 7328 Sand Cone Kit Field Staff density equipment,Regular Time per day per hour 7125 Soil Sampling-Encore Sample Container $25 7214 Supervising Technician,Laboratory and $110 per container Field with density equipment,Regular 7122 Tubes and Rings $15 Time per sample per hour Environmental Investigations&Reports 7563 Soils Deputy Grading,or ICC Soils $125 7306 Site Assessments Phase I By Quote Inspector,Regular Time (ASTM E 1527-13) per hour 7307 Site Assessments Phase II By Quote Geotechnical Minimums (ASTM E 1903-19) Show-up time,no work performed-2-hour minimum charge 7323 *Property Condition Report By Quote Field Service Calls 4 and 8-hour minimum charge (ASTM E 2018-08) Field Soils Work a minimum of 1 hour per week engineering 7326 Tank Removal/Closure Report By Quote 7329 Groundwater Sampling Report By Quote supervision maybe charged 7334 Import/Export Soil Testing By Quote Overtime 7340 Report Preparation By Quote 7222 Monday through Friday,Over 8 Hours or 1.5x Time 7320 Health and Safety Plan By Quote after 4:00 p.m.;Saturday,l to 12 Hours 7321 Soil Vapor Survey By Quote 7222 Sundays and Holidays,1 to 8 Hours 1.5x Time 7350 Transaction Screen Report(TSA) By Quote (ASTM E 1528-14) - 29 - ?tM!,y`p 18 Geotechnical & Environmental (continued) CODE COST CODE COST 7351 Document Review By Quote Sampling Equipment 7335 Sample Jars $25 each 7336 Tedlar Bags $25 each 7337 Coring $75 each 7339 NylaflowTubing $15 each 7349 Encore Sampler $25 each Note:*price might be higher depending of the property size/complexity Support Equipment Environmental 7216 Air Monitoring Equipment $125 per day 7309 Magnetometer Equipment $100 per day 7311 Water Pump and Generator $150 per day 7316 Water Monitoring Equipment $50 Health Safety Equipment: 7227 Level A By Quote per person 7228 Level B By Quote per person,per day,plus hourly rate 7229 Level C $75 per person,per day,plus hourly rate 7217 Health and Safety Supplies $150 per day - 30 - 4. 18 18 Chemical Services 19a Organic Analyses 0AA[O! CODE COST CODE COST Chemical Organic Chemistry 6409 Manager,Supervisor,or Consultant By Quote 6201 EPA 1664 TRPH By Quote per hour 6236 EPA 1664 Oil and Grease By Quote 6406 Chemist By Quote 6237 Oil&Grease,Floatable By Quote per hour 6258 EPA 418.1 TRPH By Quote 6432 Clerical Assistant By Quote 6268 EPA 8015B TPH-Gasoline By Quote per hour 6403 Calculation Charge By Quote 6269 EPA 8015B TPH-Diesel By Quote 6418 Report Preparation Charge By Quote 6267 EPA 8015B TPH-Gasoline and Diesel By Quote 6424 Sample Preparation By Quote 6210 LUFT-Gasoline and Diesel By Quote 6425 Sample Composite By Quote 6263 EPA 8015B TPH-Hydrocarbon Range By Quote per sample 6264 EPA 8015B Methanol/Ethanol By Quote 6421 Sample Disposal By Quote 6202 EPA 602 or 8021B BTEX By Quote 6427 Sample Transport By Quote 6203 EPA 8015B/8021B By Quote per hour Combination-Gasoline 6433 Shipping Charges By Quote 6250 EPA 624/8260B Volatile Organics By Quote 6435 Equipment Rental By Quote 6249 EPA 524 Volatile Organics By Quote 6420 Photography By Quote 6216 EPA 625 or 8270C Extractable By Quote 6511 Standard Report/QC Package By Quote Organics 6512 Diskette Surcharge By Quote 6242 EPA 608 or 8082 PCBs Water or Soil By Quote 6513 EDF Surcharge By Quote 6244 EPA 8082 PCBs Oil By Quote 6514 NEESA,Army Corps of Engineers, By Quote 6206 EPA 608 or 8081A Chlorinated By Quote CLP,Etc.,Surcharge Pesticides Field Sampling 6243 EPA 608 or 8082/8081A PCBs and By Quote 6430 Technician By Quote Pesticides per hour 6218 Flash Point By Quote 6415 Mileage By Quote 6246 Petroleum Analysis By Quote per mile 6260 Identification/Interpretation of By Quote 6400 Automatic Composite Sampler By Quote Spectrum/Fingerprint. per 24-hour 6412 Discharge Flow Measurement By Quote 6204 EPA 5035 or 5030,8260B Gasoline By Quote each and Volatile Organics Supplies 6205 EPA 8270 SIM- Polycyclic Aromatic By Quote 6533 5035 Encore(5g) By Quote6208 HydrocarbonsPA6o(PAHs) Quote EPA 8260-Soil Vapor(CHHSL) By each 6435 5035 Sampling Tool By Quote 6211 Ambient/Indoor/Outdoor Air By Quote each Mobile Laboratory Services 6534 5035 Easy Draw By Quote 6460 Mobile Lab per 10 hour weekday By Quote 6434 Sample Containers By Quote 6465 Mobile Lab By Quote Rush Analyses per 10 hour weekend 6535 Rush Surcharge,72 Hours By Quote 6461 Mobile Lab hours By Quote in excess of 10 hours 6540 Rush Surcharge,48 Hours By Quote 6467 Mobilization fee By Quote 6530 Rush Surcharge,24 Hours By Quote 6439 Mobile Lab Standby Time By Quote 6545 Rush Surcharge,Same Day By Quote 6468 Mobile Lab Cancellation By Quote — 31 — tit) 19b Inorganic Analysis (chemical continued) CODE COST CODE COST 6001 Alkalinity By Quote 6073 Low Level Hexavalent Chromium By Quote 6002 Ammonia,Direct By Quote 6052 Hexavalent Chromium By Quote 6004 Ammonia,Distillation By Quote 6043 Trivalent Chromium By Quote 6003 Anions(F,Br,CI,NO3,NO2,SO4,PO4) By Quote 6404 Iron(Ferrous) By Quote 6006 Biochemical Oxygen Demand(BOD) By Quote 6069 Total Lead By Quote 6008 Chemical Oxygen Demand(COD) By Quote 6068 Lead in Paint By Quote 6012 Chloride,Argentometric By Quote Metals Group Determinations 6014 Chlorine,Residual By Quote 6162 TTLC CAM Metals By Quote 6016 Color By Quote 6160 STLC CAM Metals By Quote 6018 Conductance By Quote 6118 RCRA Metals By Quote 6022 Cyanide,Amenable By Quote 6112 Priority Pollutant Metals By Quote *(surcharge to Total cyanide) 6024 Cyanide,Free By Quote 6067 Drinking Water Analysis Metals By Quote 6028 Cyanide,Total By Quote 6071 TAL Metals(23) By Quote 6026 Cyanide,Reactive By Quote Outside Laboratory Services 6050 Hardness By Quote 6300 Asbestos Analysis. By Quote 6070 Mercaptans By Quote 6344 Misc.Analyses By Quote 6082 Nitrogen,Kjeldahl By Quote 6345 1,4-Dioxane By Quote 6096 Oxygen,Dissolved By Quote 6346 EPA 8310 PAHS By Quote 6012 pH,Aqueous By Quote 6224 EPA 504 EDB By Quote 6100 pH,Non-aqueous By Quote 6209 Organophosphorus Pesticides By Quote 6098 Parr Oxygen Bomb By Quote 6254 Total Organic Carbon By Quote 6097 Phosphorous By Quote 6500 Coliform,fecal By Quote 6099 Perchlorate By Quote 6505 Biotoxicity,aqueous By Quote 6104 Phenols By Quote 6515 Biotoxicity,nonaqueous By Quote 6148 Salinity- NaCI By Quote 6516 Coliform,total By Quote 6132 Solids,Total Dissolved By Quote 6207 EPA 8151A Chlorinated Herbicides By Quote 6126 Solids,Settleable • By Quote 6254 Total Organic Carbon By Quote 6128 Solids,Suspended By Quote FDA Testing of Lead and Cadmium,Proposition 65 6130 Solids,Total By Quote 6038 FDA Testing of Lead and Cadmium, By Quote 6131 Solids,Volatile By Quote Proposition 65 6138 Sulfide,Dissolved By Quote 6140 Sulfide,Reactive By Quote VOCTesting 6142 Sulfide,Total By Quote 6266 EPA 24-VOC per AQMD By Quote 6134 Sulfate,Gravimetric By Quote 6150 Surfactants,MBAS By Quote 6158 Thiosulfate By Quote 6174 Turbidity By Quote 6272 Water by Karl Fischer titration By Quote Metals Preparation 6020 Construction Materials Analysis By Quote 6030 Digestion,Aqueous By Quote 6032 Digestion,Nonaqueous By Quote 6036 STLC Extraction. By Quote 6034 EP-Tox By Quote 6154 TCLP Extraction By Quote 6155 VOC Extraction ZHE,(STLC and/or By Quote TC LP) Metals Analysis 6168 Calcium Oxide By Quote 6072 Individual Metals,per element By Quote — 32 — �tM D 20 Administrative Fees z. On occasion we are asked to perform administrative services outside of our normal business activity.Under these circumstances,such services will be billed at the rates below.These services will be performed only at the request of the client. CODE COST CODE COST 4443 Administrative Support 7%Of Invoice 9110 'Report Charge $1.75 (per report,per copy) 9111 Final Report By Quote 4812 General Testing 50-100% (Rush Charges) 3074 Administrative Support for Special $135 Projects,Certified Payroll/Labor Compliance 3075 Administrative Office Support By Quote 3076 Task Tracking $65 3077 Report Surcharge $50 (per copy) 3079 Report Copy Charge $2.75 (per sheet) 3079 Reproduction $1.50 (per page) 3080 File Retrieve) $50 (per file) 3082 Processing Certificates,Affidavits,& At Cost Notary Services (each) 3081 Insurance,Extra Charges as ordered by By Quote Client 3084 Shipping Charges At Cost 3085 Air Express/Delivery Cost+25% (each) 3087 Contracted Services Cost+25% 3089 Minor Report Revision $25 (minimum) 'Generally for Compression Testing of Concrete,Base Plate Grout,Masonry Mortar and Grout,as well as Tension and Bend Testing of Reinforcing Steel. - 33 - EXHIBIT"D" SCHEDULE OF PERFORMANCE The duration of the services shall continue until Final Completion of the construction and close- out. All services shall be performed in a timely manner so as not to delay construction. 01203.0001/699503.1 EQG D-1