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HomeMy WebLinkAbout25K - TESTING AND INSPECTIONREQUEST FOR COUNCIL ACTION CITY COUNCIL MEETING DATE: CLERK OF COUNCIL USE ONLY: JANUARY 7, 2008 TITLE: AGREEMENT FOR TESTING AND INSPECTION SERVICES OF VARIOUS CAPITAL IMPROVEMENT PROJECTS CITY MANAGER APPROVED ^ As Recommended ^ As Amended ^ Ordinance on 15` Reading ^ Ordinance on 2~d Reading ^ Implementing Resolution ^ Set Public Hearing For_ CONTINUED TO FILE NUMBER RECOMMENDED ACTION Authorize the City Manager and Clerk of the Council to execute the attached agreement with United Inspection & Testing, Inc. in the amount not to exceed $436,338, subject to non-substantive changes approved by the City Manager and City Attorney. DISCUSSION Early next year, the City will start construction for the $100 million project to rebuild neighborhood streets throughout the City. To ensure high quality of the work, a variety of tests and inspections will be performed for the workmanship and construction materials used on the job, including Portland cement concrete, asphalt concrete and the soils under the new pavement. In the past, those tests and inspections were provided by the County's materials laboratory, but the County recently notified City staff that due to their busy capital improvement program, they may not be able to provide those services when needed. As a result, it is recommended that the City hire a private testing firm to perform these tasks. Timely inspections are essential for continuous work progress. Additionally, during the next two years there will be several building and bridge renovation projects that involve placement of reinforced concrete and structural steel. Since city inspectors do not have the special certificates required to provide inspections on those types of work, they have to be performed by qualified personnel from a private testing firm. 25K-1 Agreement for Testing And Inspection Services January 7, 2008 Page 2 Ta acquire these services, requests for proposal (RFP) were sent to nine inspection and testing firms and five firms responded. A committee consisted of four staff members of the Public Works Agency evaluated the proposals. Each firm was rated according to its qualifications, past experience and capacity to perform the required work. Based on the proposals submitted, the scores and fees for the top three firms are as follows: Firm Ranking Score Fee 1. United Inspection & 1 Testing, Inc. 2. Converse Consultants 2 3. Leighton Consulting 3 90.5 $436,338 81.5 $501,500 77.1 $617,950 Staff recommends awarding the agreement to United Inspection & Testing, Inc., the firm with the highest score and the lowest fee. United Inspection & Testing, Tnc. has extensive experience with testing and inspection of various types of construction. Services will be acquired on an as-needed basis. FISCAL IMPACT The total obligation of this agreement shall not exceed $436,338. Costs shall be charged to the projects receiving services. APPROVED AS TO FUNDS AND ACCOUNTS: .~ lr~c~nzc-~u ~~~-1~- ; ~ James G. Ross ~~ Francisco Gutierrez ~V, Executive Director Executive Director Public Works Agency Finance & Mgmt. Services Agency JGR/DI/MG/01-07-OS united inspection & testing 25K-2 CONSULTANT AGREEMENT THIS AGREEMENT, made and entered into this day of January, 2008 by and between United Inspection & Testing, Inc. a California corporation (hereinafter "Consultant"), and the City of Santa Ana, a charter City and municipal corporation organized and existing under the Constitution and laws of the State of California (hereinafter "City"). RECITALS A. The City desires to retain a Consultant having special skill and knowledge in the field of material testing and construction inspection services. B. The City prepared and distributed a Request for Proposals (RFP} attached hereto as Exhibit A, to solicit proposals from qualified consulting firms for the required professional services. C. In response to the RFP, on November 27, 2007, Consultant submitted the proposal attached hereto as Exhibit B to provide said services. D. Consultant represents that Consultant is able and willing to provide the services contained in Exhibit B to the City. E. In undertaking the performance of this Agreement, Consultant represents that it is knowledgeable in its field and that any services performed by Consultant under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional consulting firm in the field. NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows: 1. SCOPE OF SERVICES Consultant shall perform those services as set forth in Exhibit A to this Agreement. 2. COMPENSATION a. City agrees to pay, and Consultant agrees to accept as total payment for its services, the charges identified in Exhibit C. The total sum to be expended under this Agreement, shall not exceed Four Hundred Thirty-Six Thousand Three Hundred Thirty Eight Dollars ($436,338.40) during the term of this Agreement. b. Payment by City shall be made within thirty (30) days following receipt of 25K-3 proper invoice evidencing work performed, subject to City accounting procedures. Payment need not be made for work which fails to meet the standards of performance set forth in the Recitals which may reasonably be expected by City. 3. TERM This Agreement shall commence on the date first written above and terminate upon expenditure of all allocated funds. 4. INDEPENDENT CONTRACTOR Consultant shall, during the entire term of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer-employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Consultant performs the services which are the subject matter of this Agreement; however, the services to be provided by Consultant shall be provided in a manner consistent with all applicable standards and regulations governing such services. Consultant shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 5. INSURANCE Prior to undertaking performance of work under this Agreement, Consultant shall maintain and shall require its subcontractors, if any, to obtain and maintain insurance as described below: a. Commercial General Liability Insurance. Consultant shall maintain commercial general liability insurance naming the City, its officers, agents, volunteers, and employees as additional insureds) and shall include, but not be limited to protection against claims arising from bodily and personal injury, including death resulting therefrom and damage to property, resulting from any act or occurrence arising out of Consultant's operations in the performance of this Agreement, including, without limitation, acts involving vehicles. The amounts of insurance shall be not less than the following: single limit coverage applying to bodily and personal injury, including death resulting therefrom, and property damage, in the total amount of $1,000,000 per occurrence. Consultant shall supply City with a fully executed additional insured endorsement in substantially the form attached hereto as Exhibit D upon execution of this Agreement and shall be approved in form by the City Attorney. b. Business automobile liability insurance, or equivalent form, with a combined single limit of not less than $1,000,000 per occurrence. Such insurance shall include coverage for owned, hired and non-owned automobiles. 25K-4 c. Worker's Compensation Insurance. In accordance with the provisions of Section 3300 of the Labor Code, Consultant, if Consultant has any employees, is required to be insured against liability for worker's compensation or to undertake self-insurance. Prior to commencing the performance of the work under this Agreement, Consultant agrees to obtain and maintain any employer's liability insurance with limits not less than $1,000,000 per accident. d. If Consultant is a licensed professional such as an architect or engineer: Professional liability (errors and omissions) insurance, with a combined single limit of not less than $1,000,000 per claim. e. The following requirements apply to the insurance to be provided by Consultant pursuant to this section: (i) Consultant shall maintain all insurance required above in full force and effect for the entire period covered by this Agreement. (ii) Certificates of insurance shall be furnished to the City upon execution of this Agreement and shall be approved in form by the City attorney. (iii) Certificates and policies shall state that the policies shall not be canceled or reduced in coverage or changed in any other material aspect without thirty (30) days prior written notice to the City. f. If Consultant fails or refuses to produce or maintain the insurance required by this section or fails or refuses to furnish the City with required proof that insurance has been procured and is in force and paid for, the City shall have the right, at the City's election, to forthwith terminate this Agreement. Such termination shall not effect Consultant's right to be paid for its time and materials expended prior to notification of termination. Consultant waives the right to receive compensation and agrees to indemnify the CITY for any work performed prior to approval of insurance by the City. 6. INDEMNIFICATION Consultant agrees to and shall indemnify and hold harmless the City, its officers, agents, employees, Consultants, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including health, and claims for property damage, which may arise from the direct or indirect operations of the Consultant or its contractors, subcontractors, agents, employees, or other persons acting on their behalf which relates to the Project; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. Consultant agrees to pay all costs for the defense of the CITY and its officers, agents, employees, Consultants, special counsel, and representatives regarding any action for damages, just compensation, restitution, judicial or equitable relief caused or alleged to have been caused by reason of Consultant's actions in connection with the Project, any claims arising out of this Agreement, or any 25K-5 approval or certification by the City relating to the Project. This indemnity and hold harmless Agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Consultant further agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. 7. CONFIDENTIALITY If either party receives from the other party information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, the receiving party agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. "Confidential Information" shall include all nonpublic information. Confidential Information includes, without limitation, financial, marketing, research and development, organizational, technical, merger or acquisition, and other information related to the other party, information related to released or unreleased software or hardware products, the marketing or promotion of either party's product, a party's business policies or practices, and information received from third parties that a party is obligated to treat as confidential. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the party receiving the information hereafter disclosed in a publicly available source; (c) is in rightful possession of the party receiving the information without an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the receiving party without reference to information disclosed by the other party hereunder. 8. CONFLICT OF INTEREST CLAUSE Consultant covenants that it presently has no interests and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. 25K-6 9. NOTICE Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by telefacsimile or other telegraphic communication in the manner provided in this Section, to the following persons: To City: Clerk of the City Council City of Santa Ana 20 Civic Center Plaza (M-30) P.O. BOX 1988 Santa Ana, CA 92702-1988 Copies to: Executive Director of Public Works Agency City of Santa Ana 20 Civic Center Plaza (M-21) Santa Ana, California 92702 telefacsimile (714) 647-5069 To Consultant: United Inspection & Testing, Inc. 22620 Goldencrest Drive, Suite 114 Moreno Valley, CA 92553 Attn: Jenny Richards, President A party may change its address by giving notice in writing to the other party. Thereafter, any notice, tender, demand, delivery, or other communication shall be addressed and transmitted. to the new address. If sent by mail, any notice, tender, demand, delivery, or other communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by telefacsimile, any notice, tender, demand, delivery, or other communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these time frames, weekends, federal, state, County or City holidays shall be excluded. 25K-7 10. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Consultant, and supersedes any and all other Agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Consultant. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, that terms and conditions hereof, shall not bind or obligate Consultant nor the City. Each party to this Agreement acknowledges that no representations, inducements, promises or Agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein. 11. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Consultant, Consultant may not assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the City's ability to have any of the services which are the subject to this Agreement performed by City personnel or by other Consultants retained by City. 12. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Consultant shall be entitled to receive and the City shall pay Consultant compensation for all services performed by Consultant prior to receipt of such notice of termination, subject to the following conditions: (a) As a condition of such payment, the Executive Director may require Consultant to deliver to the City all work product completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Consultant consents to the City's use thereof for such purposes as the City deems appropriate. (b) Payment need not be made for work which fails to meet the standard of performance specified in the Recitals of this Agreement. 13. DISCRIMINATION Consultant shall not discriminate because of race, color, creed, religion, sex, marital status, sexual orientation, age, national origin, ancestry, or disability, as defined 6 25K-8 and prohibited by applicable law, in the recruitment, selection, training, utilization, promotion, termination or other employment related activities. Consultant affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 14. JURISDICTION -VENUE This Agreement and all questions relating to its validity, interpretation, performance, and enforcement shall be government and construed in accordance with the laws of the State of California. This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. 15. PROFESSIONAL LICENSES Consultant shall, throughout the term of this Agreement, maintain all necessary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Consultant shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 16. MISCELLANEOUS PROVISIONS a. Each undersigned represents and warrants that its signature hereinbelow has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify City fully, including reasonable costs and attorney's fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. b. All Exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement. 25K-9 IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written. ATTEST: PATRICIA E. HEALY Clerk of the Council CITY OF SANTA ANA DAVID N. REAM City Manager APPROVED AS TO FORM: JOSEPH W. FLETCHER City Attorney By: Lisa E. Storck Assistant City Attorney RECOMMENDED FOR APPROVAL: CONSULTANT JAMES G. ROSS Executive Director of the Public Works Agency JENNY RICHARDS President 25K-10 EXHIBIT D ADDITIONAL INSURED ENDORSEMENT Insurance Company This endorsement modifies such insurance as is afforded by the provisions of Policy # relating to the following: 1. The City of Santa Ana, 20 Civic Center Plaza, Santa Ana, California 92701; its officers, employees, agents, volunteers and representatives are named as additional insureds ("additional insureds") with regard to liability and defense of suits arising from the operations and uses performed by or on behalf of the named insured. 2. With respect to claims arising out of the operations and uses performed by or on behalf of the named insured, such insurance as is afforded by this policy is primary and is not additional to or contributing with any other insurance carried by or for the benefit of the additional insureds. 3. This insurance applies separately to each insured against whom claim is made or suit is brought except with respect to the company's limits of liability. The inclusion of any person or organization as an insured shall not affect any right which such person or organization would have as a claimant if not so included. 4. With respect to the additional insureds, this insurance shall not be cancelled, or materially reduced in coverage or limits except after thirty (30) days written notice has been given to the City of Santa Ana, 20 Civic Center Plaza, Santa Ana, California 92701. (Completion of the following, including countersignature, is required to make this endorsement effective.) Effective Policy # _ Issued to this endorsement form as a part of Named Insured Countersigned by Authorized Representative 25K-11 EXHIBIT 'A' REQUEST FOR PROPOSAL TESTING AND INSPECTION SERVICES FOR CITY OF SANTA ANA CAPITAL IMPROVEMENT PROJECTS CITY OF SANTA ANA PUBLIC WORKS AGENCY 20 CIVIC CENTER PLAZA ROSS ANNEX SANTA ANA,~CALIFORNIA 92702 DAVID Y. C. IP Principal civil ENGINEER OCTOBER 2007 25K-12 TABLE OF CONTENTS DESCRIPTION I. General Project Description II. Proposed Scope of Services III. Special Requirement Certificate of Personnel Acceptance Testing and Sampling Reporting Test Results Independent Assurance Sampling and Testing IV. City's Responsibilities V. Issuing Office VI. Schedule VII. Proposal Rejection VIII. Addenda IX. Proposal Content and Signature X. Acceptance of Content _. _ __XI.__-Disclosure. _.__-____----__ _:.--__-.._ .__--_ _.___--------.__-___.._._-- XII. Rules for Proposal XIII. Selection Procedure XIV. Method of Payment XV. Regulations XVI. City's Affirmative Action Program XVII. Certification of Non-Discrimination by Consultant APPENDIX A -Certification of Non-Discrimination APPENDIX B -City's Standard Consulting Agreement APPENDIX C -Fee Schedule - 2 - 25K-13 4 PAGE 4 4 7 9 10 18 I. GENERAL PROJECT DESCRIPTION The City of Santa Ana is undertaking construction of several capital improvement construction projects. These projects include street, traffic, infrastructure, building and park facility improvements. The total value of construction is estimated to exceed $70 million. In order to maintain high quality of construction, the City intends to retain a testing and inspection engineering firm to provide quality assurance and testing services for those projects. The selected firm is expected to provide testing and inspection for project construction involving grading, soils, base material, reinforced concrete and masonry, asphalt concrete, structural steel, painting and other quality assurance and testing services normally required for construction projects. A list of some of the contemplated services is included as Appendix C in this Request for Proposal (RFP). The. quantities listed in this fee schedule are for the purpose of cost comparison only::. The City reserves the right to ask the selected testing firm to perform part, all, or none of the listed work. The selected firm shall be paid only for the work requested by the City. The purpose of this RFP is to solicit proposals from~quality control consulting firms for the required services. The selected consultant is expected to enter into an agreement with the City to provide services on an as-needed basis. The proposal shall be limited to 15 pages, excluding materials in the appendices. The proposing firm shall submit a cover letter to guarantee that key personnel will be committed to the project as represented in the proposal. II. PROPOSED SCOPE OF SERVICES The required services shall include, but not be limited to, the following: 1. Provide field inspections and compaction tests for grading and trench backfill and asphalt concrete construction .according to the project special provisions, the Standard Specifications fior Public Works Construction ("Green Book") and Caltrans Standard Specifications. Submit daily field reports to the City and a final report after work is completed. 2. Provide inspections for installation of precast and cast in-place concrete, welding, high strength bolts, structural steel, masonry, painting and other types of work in accordance with the Uniform Building Code (UBC) and the contract documents. Submit field reports to the City immediately after inspections are completed. All deputy inspectors shall register with the Planning and Building Agency prior to start inspection. 3. Perform tests on various construction materials as required by the City. 4. All field personnel shall be certified for confined space and fall protection. 5. Recommend testing method on defective work and advise the City of - 3 - 25K-14 acceptance standards. 6. Provide source inspection for concrete and asphalt concrete plant, and inspection for other materials at their source as required by the project specifications. 7. Provide other quality control services as requested by the City. 8. Field reports shall be submitted daily to the City. Submit and distribute typed inspection and testing reports to the City's Public Works Agency and the Planning and Building Agency in accordance with "Green Book" and "UBC" requirements and to other concerned parties within a week after the work is performed. 9. Submit a final report to the City within five working days upon completion of each project. .. III. SPECIAL REQUIREMENTS Since some of the city projects will be funded by Federal or State grants, the selected consulting firm must comply with requirements of Caltrans' construction manual and the following: Certificate of Personnel • The personnel who will conduct the sampling and testing must be certified. They can be certified by Caltrans' District Materials Engineer, by the National __ __ _ ..___ __ ._Institute__Certifcation__of__Engineering ___Technologies,__or__._by._other._authority __. _ _ acceptable ay the Construction Engineer of the City to be proficient in accepting sampling and testing. The personnel shall possess a current certificate of proficiency. A copy of each person's certificate must be on file in the office of the Construction Engineer. The certificate shall list the sampling and testing which the individual is authorized to perform. The laboratory firm must be under the responsible engineering management of a registered professional engineer with experience in inspection and testing of construction materials. This engineer must certify the results of all tests performed by the lab personnel under hislher supervision. • Standard Specifications for Public Works Construction ("Green Book") is used for all City projects. According to Section 4-1.3.3, the City shall select a testing lab to sample and test materials at locations too distant for the local testing laboratory to conduct testing and sampling. Depending on terms of the contract, the costs may be borne by the contractor, but the contractor shall not 2~K-15 select or exercise authority over the testing laboratory. • Accepting testers from the selected firm shall carry adequate identification with them so that the Independent Assurance testing personnel can verify the acceptance testers' certificates. • The selected firm must maintain the laboratory testing equipment in accordance with recognized national standards. • The selected firm must have an independent assurance testing and sampling program. This program can be performed either by their own personnel not involved in the acceptance testing and sampling, or by another quality assurance organizatiori. Acceptance Testing and Sampling • The selected testing laboratory shall conduct acceptance sampling and testing of materials and work on the first day such work is performed; and continues daily until the work is completed. Reporting Test Results • When aggregate is sampled in the material source, the laboratory firm shall submit to the Resident Engineer results of sand equivalent, cleanness value and sieve analysis within 24 hours. When soils and aggregate are sampled at the job site, results of these tests should be submitted within 72 hours. :: _ ..____ _ _ __ • __ Results _.of___compaction___and_ _density._ tests" _taken..at_ he job__ site_ should _ be _ _ • submitted within 24 hours. ~ When soils and asphalt concrete are sampled at the job site, R-value and asphalt extraction should be submitted within 96 hours. Independent Assurance Sampling and Testing The selected firm shall provide an Independent Sampling and Testing (ISAT) program: • To verify that the project's sampling and testing of materials is performed correctly by the testers and samplers. • To ensure the equipment is properly calibrated. • To provide the City with a copy of the program so that the Resident Engineer may verify that the program is carried out. • To provide the Resident Engineer with an immediate report, including action to - 5 - 25K-16 be taken by the accepted testing laboratory, when poor comparisons are noted between ISAT and acceptance tests (AT) so that the Resident Engineer can follow-up on the proposed actions until the discrepancies have been resolved. IV. CITY'S RESPONSIBILITIES 1. Furnish construction plans and specifications to the consultant. 2. Coordinate with the contractor regarding work schedule and notify the consultant 24 hours in advance for the required inspections and tests. V. ISSUING OFFICE Santa Ana Public Works Agency, the Executive Director's office at 20 Civic Center Plaza, Ross Annex, Santa Ana, California 92702. City's representative is Michel Girgis, Senior Civil Engineer, (714) 647-5042 for information regarding this RFP. VI. SCHEDULE Proposals are due in the office of the Executive Director of Public Works Agency before 5:00 p.m. on November 27, 2007 to the attention of Mr. James G. Ross, Executive Director of Public Works Agency at 20 Civic Center Plaza, Ross Annex, Santa Ana, California 92702. VII. PROPOSAL REJECTION The city reserves the right to change the proposal and schedule and to reject any _.. _ __ __ __._____ or_.all _proposals.__If such._decision_ is_made.r..the._City_shall_not_be _liable_.for_any..pce-__ __ contractual Expenses. ~ . Pre-contractual expenses are defined as expenses incurred by the proposer in: (a) preparing the proposal in response to this RFP; (b) submitting that proposal to the City; (c) negotiating with the City any matter related to this proposal; and(d) any other expenses incurred by offer or prior to date of award. Proposer shall not include any such expenses as part of the fee as proposed in response to this RFP. VIII. ADDENDA Any changes to the RFP shall be made in the form of an addendum by the issuing office to those parties who have received the RFP. IX. PROPOSAL CONTENT AND SIGNATURE The proposer shall submit eight copies of the proposal. All copies shall be signed by the individual or, if a company, the company official with the power to bind the - 6 - 25K-17 company in its proposal. To be considered, all proposals must be completely responsive to the RFP. X. XI XII. ACCEPTANCE OF CONTRACT The contents of the proposal of the successful proposer shall become contractual obligations ~if a contract ensues. Failure of the consulting firm to accept the obligations will result in cancellation of the award, and the resulting damage accrued by the City may be recovered from the consulting firm. A copy of the City's standard consulting agreement is included in Appendix B for the proposer's information. DISCLOSURE If there is any information that the proposer does not wish to disclose, other than for the purpose of evaluation, the proposer should have .each applicable sheet or part marked "Confidential". This data shall not be disclosed or duplicated, used or disclosed in whole or in part for any purpose other than to evaluate the response. However, in case that a contract is awarded to the proposer, the City shall have the right to duplicate, use or disclose this in-formation to the extent provided in the contract. This restriction will not limit the City the right to use information if it is obtained from another source. RULES FOR PROPOSAL The signer of the proposal must declare in the aforementioned cover letter that the only person, persons, company or parties interested in the proposal as principals, are named therein; that the proposal is made without collusion with any other person, persons, company or parties submitting a proposal; that it is in all respects fair and in good faith without collusion or fraud, and that the signer of the proposal has full authority to bind the proposing firm. 1. PROPOSALS TO BE SUBMITTED SHALL CONTAIN THE FOLLOWING INFORMATION: A. Credentials of the firm. Provide a synopsis of the firm's qualifications, experience and capacities in connection with the proposed services. Clearly state what services are to be performed. B. List of quality control projects completed by the firm. List names, locations, brief description of the projects and the firm's involvement, including types of testing and inspection for which the firm was responsible. - 7 - 25K-18 C. Proposed staff. List the project manager and the key staff members, including inspectors, proposed for this project. List their responsibilities on this project, qualifications and experience. D. Other relevant information. 2. FEE SCHEDULE In order to compare proposed fees on an equal basis, the proposer shall complete the following FEE SCHEDULE, attached as Appendix C, and submit it to the City in a separate, sealed envelope. It is expressly emphasized that this FEE SCHEDULE is not a bid. It is used for acost- comparison purpose only. The City reserves the right to ask the selected firm to perform only part of the estimated work and ask the County's testing laboratory to perform the remaining work. The City does not guarantee the quantity of the work to be performed by the selected testing firma The consultant shall be paid for the actual ~ services provided for the project according to the proposed hourly rates .and unit costs. In addition to the FEE SCHEDULE, the proposer shall submit another fee proposal to include testing and inspection services that can be provided by the proposer but are not included in the FEE SCHEDULE. This fee proposal should be included in the aforementioned envelope. XIII. SELECTION PROCEDURE All proposals will be evaluated by an evaluation committee. The rating of the consultants shall be based on the professional qualifications necessary for a satisfactory completion of the project. Only the fee envelopes of the firms on the short list will be opened. The City reserves the right to negotiate with the qualified consultant on the proposed fees prior to award of the agreement. The successful proposer shall be expected to execute an agreement based on the format shown in Appendix B. XIV. METHOD OF PAYMENT Consultant's services shall be acquired on an as-needed basis as requested by the City. Consultant shall submit monthly invoices to the City for approval, which shall include a list of services that have been provided and copies of field tickets signed by the City's representative. XV. REGULATIONS 2~K-19 The selected consultant will be expected to comply with all applicable Federal and State regulations, local codes, and contract provisions. XVI. CITY'S AFFIRMATIVE ACTION PROGRAM The City has an affirmative action program. The purpose of the affirmative action program is to encourage disadvantaged business enterprises in participation of City projects. The selected consulting firm must establish and submit an affirmative action program to the City before the agreement is awarded. XVI1. CERTIFICATION OF NON-DISCRIMINATION BY CONSULTANTS As suppliers of goods or services to the City of Santa Ana, the firm submitting a proposal shall certify by completing the Certification of Non-Discrimination; attached as Appendix A, that it does not discriminate in its employment with regard to race, color, religion, sex or national origin, that it is compliant with all federal, . state and local directives and executive orders regarding non-discrimination in employment; and that it agrees to demonstrate positively and aggressively the principle of equal opportunity in employment. . The proposer must submit the certification with the proposal. A proposal without this certification shall be considered non-responsive and be treated as such. The proposer can make a copy of the certification or type a new certification, provided the content is identical, to be included in the proposal. APPENDIX A CERTIFICATION OF NON-DISCRIMINATION - 9 - 25K-20 WE AGREE SPECIFICALLY: 1. To take affirmative steps to hire minority employees with the company. 2. To establish and observe employment policies within affirmative promotion opportunities for minority persons at all job levels. 3. To communicate this policy to all persons concerned, including all company employees, outside recruiting services, especially those who serve minority communities, and to the minority communities at large. • FIRM •. TITLE OF PERSON SIGNING SIGNATURE . DATE Please include any additional information available regarding equal opportunity employment programs now in effect within your company. - 10 - 25K-21 APPENDIX B CITY'S STANDARD CONSULTING AGREEMENT TESTING AND INSPECTION SERVICES FOR CITY OF SANTA ANA CAPITAL IMPROVEMENT PROJECTS THIS AGREEMENT made and entered into this day of 2007, by and between ("CONSULTANT") and the City of Santa Ana, a municipal corporation of the State of California ("CITY"). WITNESSETH Recitals: A. CITY desires to retain a professional firm having skill and knowledge of material testing and construction inspection services for the construction of the Annual Capital Improvement Projects. WHEREFORE, in consideration of their mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties hereto do hereby agree as follows: 1. REPRESENTATIVES AND NOTICE A. For purposes of implementing this Agreement, the representatives of CITY shall be the Executive Director of the Public Works Agency and his designated representatives (the "Director") and the representative of CONSULTANT shall be the Vice-President. Except as may be otherwise stated hereinafter, such representatives shall have the authority to act on behalf of their respective parties in carrying out the terms of this AGREEMENT. - 11 - 25K-22 B. Any notice or instrument required to be given or delivered to either party to this AGREEMENT. may be delivered by personal delivery or by depositing the same in the United States mail, postage prepaid, addressed to: To CITY: Executive Director Public Works Agency City of Santa Ana _ Public Works Agency 20 Civic Center Plaza Santa Ana, CA 92701 To CONSULTANT: .Notice of change of address shall be delivered in the same manner, as any other notice provided herein. Notice by mail shall be effective three days after mailing by the above-described procedure. 2. SCOPE OF SERVICES OF CONSULTANT CONSULTANT agrees to perform, at its .own cost and expense except for 'the compensation specified in this Agreement, the services specified in the RFP, attached hereto as "Exhibit A" and -in corp~orate~l~~-- herein ~~- by- ~ reference ~ ~--and----the--Propo-sa-1-; ----attached - - -- hereto as "Exhibit B" and incorporated herein by reference, subject to modifications as may be set forth in the text of this Agreement. 3. .STANDARD OF PERFORMANCE In undertaking the performance of this Agreement, CONSULTANT represents that it is knowledgeable in the field specified in Recital A of this Agreement, and that any services performed by CONSULTANT under this Agreement will be performed in compliance with. such standards as may reasonably be expected from a professional consulting firm in that field. Z~x-23 4. TIME OF COMPLETION The services to be performed pursuant to this Agreement shall be completed within six months from the day of written notification to proceed from the Director, subject to extension with the approval of the Director, which shall not be unreasonably withheld. 5. CITY OBLIGATIONS CITY shall provide CONSULTANT with all records in the possession of CITY which will be of assistance to CONSULTANT in the performance of this Agreement. 6. COMPENSATION CITY agrees to pay, and CONSULTANT agrees to accept payment in accordance with the fee schedule set forth in the Proposal, provided that total compensation for all work within the scope of the RFP and the Proposal shall not exceed $ CONSULTANT shall submit monthly invoices each accompanied by _ __a___deta~.led___saatement of___serv_ces_ performed__durng._the__per_od_.. for__ _ _ _ which payment is requested. Payment~by CITY shall be made within thirty (30) days following receipt of a proper invoice, subject to CITY accounting procedures. Notwithstanding the foregoing, payment need not be made for work that fails to meet the standard of performance specified in Section 3. CONSULTANT and the Director may agree upon the performance by CONSULTANT of additional work beyond the scope of RFP and the Proposal but related thereto this Agreement. However, total payments to CONSULTANT pursuant to this Agreement, including all such additional work, shall not exceed $ without the approval of CITY. 2~~=24 7. OWNERSHIP OF MATERIALS, SUPPLIES, DRAWINGS, SPECIFICATIONS, PROGRAMS AND SYSTEMS Any and all records, papers, drawings, specifications, programs, systems and other materials prepared by CONSULTANT, pursuant to this Agreement shall be the property of CITY. CONSULTANT agrees to provide CITY with any such materials whenever requested to do so. 8. HOLD HARMLESS CLAUSE CONSULTANT agrees to indemnify and hold harmless CITY; and its officers, agents, representatives, volunteers and employees from any and all loss or damage, and from any and all suits, actions and claims filed or brought by any person or persons, however caused, arising out of CONSULTANT'S negligent performance or failure to perform, any and all things necessary to and required to be done by CONSULTANT, pursuant to the specifications in the Agreement. 9. INSURANCE __--._..- __.---------Wth_ respe-ct---to---perfo-rmar~ce---of---work---under---this----Agreement_ _ CONSULTANT shall maintain and shall require its subcontractors, if any, to maintain insurance as described below: A. Worker's Compensation insurance with statutory limits, any employer's liability insurance with limits not less than $1,000,000 per accident. 21~K-25 B. Commercial general liability insurance or equivalent form, with a combined single limit of not less than $1,000,000 per occurrence. If such insurance contains a general aggregate limit, such limit shall apply separately to each project CONSULTANT performs for CITY. Such insurance shall (a) name CITY, its officers, agents, representatives, volunteers and employees as additional insureds; (b) be primary with respect to insurance or self-insurance programs maintained by the CITY; and (c) contain standard separation of insureds provisions; and (d) give to CITY prompt and timely notice of claim made or suit instituted arising out of CONSULTANT'S operations hereunder. -C. Business automobile liability insurance, or equivalent form, with a combined single limit of not less than $1,000,000 per occurrence. Such .insurance shall include coverage for owned, hired and non-owned automobiles. D. Professional liability (errors and omissions) insurance, with a combined single limit of not less than $1,000,000 per occurrence.. ' CONSULTANT shall (a)'furnish properly executed certificates of insurance and additional insured endorsement to the Director prior to commencement of work under this Agreement, which shall clearly evidence all coverage required above and provide that such- insurance shall not be materially changed or terminated except on 30 days prior written notice to CITY; (b) maintain such insurance from the time work first commences until completion of the work under this Agreement; and (c) replace such certificates for policies expiring prior to completion of work under this Agreement. The Director may waive or reduce the requirements of this section if and to the extent the Director determines them to be unreasonably burdensome to the CONSULTANT and not necessary for the protection of CITY. ~~K-26 10. TERMINATION OF AGREEMENT This Agreement may be terminated by the Director upon 30 days written notice of termination to CONSULTANT. In such event, CONSULTANT, shall be entitled to receive and CITY shall pay CONSULTANT compensation for all services performed by CONSULTANT for work actually performed to the end of the 30 day period. As a condition of such payment, the Director may require CONSULTANT to deliver to CITY all work product completed as of such dated, and in such case such work product shall be the property of CITY, and CONSULTANT consents to CITY'S use thereof for such purposes as CITY deems appropriate. 11. MISCELLANEOUS PROVISIONS A. By signing this Agreement, CONSULTANT certifies that it does not discriminate in hiring on the basis of race, color, creed, religion, sex, age, marital status, national origin, ancestry, physical handicap, or medial conditions. _ __ _ __ B_______CONSULTANT _shall _not assign_.or_transfer _any_ interest _in this Agreement, whether by assignment or novation, without the prior written consent of the Director; provided, however, that claims for money due or to become due from CITY under this Agreement may be assigned to a bank, trust company, or other financial institution, or to a trustee in bankruptcy, without such approval. Notice of any such assignment or transfer shall be promptly furnished to the Director. , C. CONSULTANT agrees that CONSULTANT is an independent contractor and not an employee of CITY and all CONSULTANT's personnel shall be employees or subcontractors of CONSULTANT and not employees of CITY. CONSULTANT shall pay all salaries and wages, employers social security taxes, unemployment insurance, and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 2~~K-27 D. CONSULTANT shall not subcontract any of the services required hereunder without prior written approval of the Director. E. CONSULTANT reserves the right to effect changes in form or name, including but not limited to changes from individual proprietorship, partnership or corporation to any other such form of organization, and likewise reserves the right to add, substitute or delete stockholders, partners, associates, and employees. This Agreement shall continue in effect with regard to CONSULTANT under its new form or name without the necessity of any amendment to this Agreement. The Director shall be promptly notified of any such change in form or name. F. Nothing in this Agreement shall be construed to limit the CITY's ability to have any':o~f the services which are the subject to this Agreement performed by CITY personnel or by other consultants retained by CITY. G. The invalidity in whole or in part. of any provision of this Agreement shall not void or affect the validity of any other provision of this Agreement. H. This- Agreement shall be governed by and construed in accordance with the laws of the State of California. I. This Agreement supersedes any and all other agreements either oral or in writing between the parties hereto and contains all the covenants and agreements between the parties with respect thereto. Each party to this Agreement acknowledges that no representation, inducements, promises or agreements, orally or otherwise, have been made by any party or anyone acting on behalf of any party, with respect to such services, which are not embodied herein. J. Captions and headings in this Agreement, including the title of this Agreement, are for convenience only and are not to ~~~2~ be considered in construing this Agreement. K. This Agreement may not be modified or amended except in writing signed by CITY and CONSULTANT. L. CONSULTANT covenants that it presently has no interest, and shall not have any interest, direct or indirect, which would conflict in any manner with the performance of services required hereunder. 21~K-29 The parties have executed this Agreement as of the date and year first written above. ATTEST: Patricia E. Healy Clerk of the Council RECOMMENDED FOR APPROVAL: CITY OF SANTA ANA Miguel A. Pulido Mayor YOUR COMPANY NAME James G. Ross Executive Director Public Works Agency APPROVED AS TO CONTENT: David N. Ream City Manager APPROVED AS TO FORM: Joseph W. Fletcher City Attorney Name/Title ID # - 19 - 25K-30 APPENDIX C FEE SCHEDULE Testing and Inspection Services for the City of Santa Ana Capital Improvement Projects ITEM ESTIMATED QUANTITY UNIT HOURLY RATE/ UNIT COST* ESTIMATED COST Soil Inspection 1,000 Hours Concrete Inspection 1,500 Hours Masonry Inspection 800 Hours Reinforcing Steel Inspection 1,200 Hours Asphalt Concrete Inspection _ 500 Hours 6" Concrete Cylinder 400 Units 2x4 Mortar Sample 200 Units 3x3x6 Grout Sample 200 Units Masonry Prisms 150 Units Ultrasonic Testing of Steel Connectors ~ 50 Each Post Tension Reinforcing - -3nspeet-ion- ____..__ _-------------- -._;... 200 -------------__ _- Hours .___.__.------ .. ------_ ------------ __.... _.. -----.. ..---._. Post Tension Concrete Inspection 200 Hours Structural Steel Inspection 100 Hours Connection Bolt Torque Testing 100 Each Precast Concrete 350 Hours Deputy Inspection 100 Hours Mechanical Inspection 100 Hours Plumbing Inspection 100 Hours Electrical Inspection 100 Hours TOTAL PROPOSED COST 2~K-31 APPENDIX C FEE SCHEDULE (CONTINUED) Firm: TOTAL PROPOSED COST: Address: Name Signature Title Date *Al1 hourly rates and unit costs shall include markups and the cost of traveling, vehicle, equipment, clerical service and typed reports. 2'~K-32 ~~~:~~ , . aow~drrndrangeCaunty' City of Santa Ana E a -~ _' Public Works Agency XHIBIT ' B' November 27, 2007 STATEMENT OF QUALIFICATIONS FOR TESTING AND INSPECTION SERVICES FOR THE CITY OF SANTA ANA CAPITAL IMPROVEMENT PROJECTS SANTA ANA, CA SUBMITTED BY: UNITED INSPECTION ~~ & TESTING INC. 25K-33 'UNITED - INSPECTION ®~ TESTING INC. ~ TABLE OF CONTENTS Cover Letter SECTION A Credentials of the Firm SECTION B Quality Control Projects Completed by Firm SECTION C Proposed Staff SECTION D ~. Certification of Non-Discrimination (Appendix A) Other Relevant Information 25K-34 _UNITED- INSPECTION ~& TESTINGINC ~ November 27, 2007 Mr. James G. Ross Executive Director Public Works Agency 20 Civic Center Plaza Ross Street Annex, 4`h Floor Santa Ana, California 92702 Subject: Testing and Inspection Services for the City of Santa Ana Capital Improvement Projects Dear Mr. Ross: United Inspection & Testing Inc. is pleased to submit the attached statement of qualifications for the captioned project. As directed in your request for proposal, United's fee schedule and the City's "Appendix C" are' provided in a separate, sealed envelope. Our proposal is formatted in accordance with the City's RFP dated November 1, 2007 and includes the following information: Credentials of the Firm Quality Control Projects Completed by Firm Proposed Staff /Resumes Certification of Non-Discrimination (Attachment A) United hereby declares that the only person, persons, company or parties interested in the proposal as principals, are named herein; that our proposal is made without collusion with any other person, persons, company or parties submitting a proposal; that it is~in all respects fair and in good faith without collusion or fraud, and that the signer of this proposal has full authority to bind United Inspection & Testing, Inc ("the firm"). Additionally, United guarantees that key personnel will be committed to the project as represented in our proposal. We look forward to discussing the proposal with you in further detail. Should you have questions or require further information please contact me at 951.697.4777. Sincerely, United Inspection & Testing Inc. Jenn hards President 25K-35 _ UNITED - INSPECTION ~ & TESTINGINC. ~ CREDENTIALS OF THE FIRM United Inspection & Testing Inc. is afull-service materials testing laboratory and inspection firm with over 20 years experience. United's technical staff consists of engineers, inspectors, and technicians with specialized expertise in a variety of construction disciplines. The inspectors and technicians are certified through a number of organizations including the International Code Council (ICC), the National Institute for the Certification of Engineering Technicians (NICET), The American Welding Society (AWS); for the Certification of Welding Inspectors (CWI), the Department of the State Architect (DSA) and the American Concrete Institute (ACI). Included in Section C of our submittal are brief resumes of our proposed staff. United's testing facility is located in Moreno Valley. Comprised of three suites, the 7,000 square foot facility houses the equipment necessary to perform soil, asphalt aggregate, concrete, and steel testing to ASTM, CAL, AASHTO and "Green Book" specifications. Our Laboratory complies with ASTM E239, `Testing Agencies for Concrete, Steel, and Bituminous Materials as Used in Construction", is periodically inspected by the Concrete and Cement Reference Laboratory (CCRL) and is a continuing participant in both CCRL and Caltrans' Reference Test Sampling Programs. Our facility has also been inspected and approved by the Department of the State Architect (DSA), the City of Los Angeles Building Department, the City of San Diego, the U.S. Navy, and the U.S. Army Corps of Engineers. In addition to standard ASTM tests for soil, aggregates; concrete, bituminous materials, and block, the firm can provide machining and testing of structural steel coupons as well as various non-destructive tests on welded specimens. Our experience on capital improvement projects for various government agencies is extensive. United's experience includes the Southwest Justice Center, the .Larry D. Smith Correctional Facility, and the Regional Medical Center for the County of Riverside, Police and Fire Facilities for the cities of Burbank and Alhambra, the Transit Administration Facility for the City of Gardena, and the New City- Hall in the City of Corona. We have. also had the pleasure of working with the City of Santa Ana for the last 7 years under our current on-call contract. We have provided services on several projects, including the Metrolink:, Masonry Wall, the Three Bridges over the Santa Ana River, Main Street Rehabilitation, Centennial Park Fire Training, and the Necropsy Building and Restrooms at the Santa Ana Zoo. Most recently United provided services on the Elevated Tank Safety Improvements and Painting project, and the Santiago Creek Wildlife and Wetlands Interpretive Center. Further project information and references are included in Section B of our submittal. Services to be provided will be complete construction materials testing and special inspection as outlined in the City's Appendix C "Fee Schedule". They include but are not necessarily limited to soil, concrete, masonry, structural steel, reinforcing steel, asphalt concrete, and post tension inspection. Materials testing will include soil compaction testing, concrete/mortar/grout and masonry prisms compression test, and testing of reinforcing/structural steel. All tests will be performed in accordance with standard ASTM Methods, the Standard Specifications for Public Works Construction ("Green Book") and Caltrans Standard Specifications. 25K-36 -UNITED- INSPECTION ®& TESTING INC ~ United is in compliance with all of the special requirements noted in the City's Request for Proposal. Our inspectors are all certified and certificates listing the sampling and testing that the individuals are authorized to perform will be submitted to the office of the Construction Engineer upon award of contract. Our laboratory is under the management of a registered professional engineer, Mr. James Parker, P.E., who will also act as United's Project Manager for the City's projects. Also, our laboratory's testing equipment is maintained in accordance with recognized national standards, such as ASTM. A list of our equipment and maintenance schedule is located in Section D of our submittal. All sampling and testing will be done in accordance with the City's requirements, and test results submitted within the time frames listed in the City's RFP. In reference to the City's requirement for the selected testing laboratory to have an in place independent assurance sampling and testing program, United currently has in place our own Quality Assurance Program. A copy of this program will be provided upon request. United Inspection & Testing, Inc is proud to have been an integral part of many high-profile projects throughout southern California. We welcome the opportunity to continue our partnership with the City of Santa Ana. 25K-37 -UNITED- INSPECTION ®~& TESTINGING ~ GIUALITY CONTROL PROJECTS Some of United's recent projects that are similar to Santa Ana's Capital Improvement projects are: • Grove Community Church, Riverside: This project is a new church facility. United provided complete inspection and testing, including asphalt, concrete, soils and steel inspection and testing, as well as non-destructive testing. • Metropolitan Water District of Southern California: United's projects with MWD include the Robert A. Skinner Filtration Plant in Hemet, the Henry J. Mills Filtration Plant in Riverside and the MWD Laboratory in Laverne. Our inspectors provide extensive soils inspection and testing for MWD. We are; proud to have been selected by MWD as their inspection and testing lab since 2000. • Inland Empire Energy Center, Romoland: The first of its kind in the US, this project is a gas turbine combined-cycle power plant. United provided complete inspection and testing services for this $1 Billion project.' Extensive soils work was required, as well as complete concrete, masonry, steel and non-destructive testing and inspection. • New City Hall, Daycare Center, and Central Plant, City of Corona: The project consisted of construction of a new City Hall, Daycare Center, and Central Plant. United provided complete testing and inspection services including soils inspection, reinforcing steel, concrete, structural steeVwelding, ultrasonic .testing, fireproofing, waterproofing, and all related construction materials testing. . • Transit Administration Facility, City of Gardena: This new transit facility will accommodate 100 buses, and has an administration building, a bus wash, and a fuel island. United provided concrete, masonry,~steel and general oversight inspection, as well as materials and non-destructive testing,: • Harlyne Norris Research Tower, USC, Los Angeles: This new structure is a 10 story, 172,000 square foot cancer research facility, consisting of concrete piles and footings, concrete slab-on-grade, concrete walls at the basement level, and a braced structural steel frame above. United provided concrete, masonry, steel and fireproofing inspection and testing for this project. • Howard Keck Diagnostic & Treatment Center, Santa Monica: This project is the second step of the rebuilding plan of the St. John's Medical Center. It is a 275,000 square foot, four story diagnostic and treatment facility. United is performing concrete, masonry and steel /welding inspection and testing. This project is scheduled for completion in early 2009. For your convenience, we have included reference information on the following pages. 25K-38 -UNITED- INSPECTION ®& TESTING INC. ~ REFERENCES St. John's Health Center Mr. Johnathan Stanley, IOR 818.421.2421 Riverside County Regional Medical Center Mr. Bob Bell, County of Riverside 951.955.4897 Mr. Vince Coviello, Tilden-Coil Constructors 951.684.5901 Corona City Hall, Central Plant and Daycare Center Mr. Khalid Bavmi, City of Corona 951.279.3648 Grove Community Church Mr. Mike Heck, Tilden-Coil Constructors, Inc. 951.530.1753 Metropolitan Water District (MWD) Mr. Rod Elderton, MWD 909.392.5429 . City of Gardena Mr. Ram Kumar, Iteris 702.927.3088 Inland Empire Energy Center Mr. Kirk Davis 661.607.7312 Mr. Lou Valenzuela, Calpine 916.802.8002 University of California, Los Angeles Mr. Eric Heggen 310.267.4823 Mr. Ron Enholm 310.206.3127 25K-39 _UNITED- INSPECTION ~ & TESTING INC ~ REFERENCES California State University, Dominguez Hills Mr. Jay Jefferson 310.243.3023 California State University, San Bernardino Mr. Frank Henderson 909.904.5903 Mr. Hamid Azhand 909.880.5136 California State University, Fullerton Mr. Mike Smith 714.278.2352 SOKA University of America Mr. Steve Davis, Summit Architects 310.287.9988. University of Southern California Mr. Stan Westfall 323.442.3713 Ms. Maria Morgan 323.442.3721 25K-40 _UNITED- INSPECTION ~& TESTINGINC. ~ PROPOSED STAFF United's proposed staff will include inspectors with varying responsibilities and capabilities. Our project manager assigned to this contract will be Mr. James Parker, P.E. As Project Manager, he is the senior United staff member responsible for the administration and control of the QA/QC activities for this contract. His duties and responsibilities include, but are not necessarily limited to: (1) Coordination and communication with the City's Representative and its Consultants regarding progress, and to ensure that tests and inspections are being performed as required by the plans and specifications. (2) Review and maintenance of required United personnel records for the project. (3) Review and verification of United accounting and billing procedures for accuracy.and completeness. (4) Supervision of the establishment and maintenance of the permanent project QA/QC documentation files. (5) Preparation of periodic project QA/QC summary reports. Fundamental to United's .business philosophy is the concept of functioning in unison with the project team. First and foremost, United strives to be consistent. Once an individual has been on a project and familiarized himself with it, he will typically finish it. .That commitment to the client is the best way to ~ guarantee they receive consistent quality assurance feedback throughout their job. United's proposed inspectors will have various responsibilities depending on the project at hand. In general, they will provide soil compaction testing, asphalt concrete, concrete, masonry, reinforcing steel and structural steel/welding inspection. Additionally, they will provide material sampling as required by the project plans and specifications. Samples will then be taken to United's laboratory for testing. The following is our list of proposed inspectors for this contract: James Parker, PE Chad Bartley Thomas Watts David Hawkins Fernando Guerra Mark Johnson Thomas Doolittle Todd Rutledge Resumes for these inspectors have been included in this section. Copies of our inspectors' Caltrans Certifications will be submitted to the office of the Construction Engineer upon award of contract. 25K-41 _UIVITED- INSPECTION ®& TESTING INC. ~ RESUME JAMES E. PARKER, PE Vice President -Principal Engineer EDUCATION Carnegie Mellon University, Pittsburgh, Pennsylvania Bachelor of Science in Civil Engineering, 1979 University of Pittsburgh, Pittsburgh, Pennsylvania MBA Program, 1980-1981 Masters courses in Business Administration University of Alaska, Anchorage, Alaska Engineering Management 1982-1986 Graduate courses in Engineering Management and Arctic Engineering CERTIFICATIONS Registered Civil Engineer California # 41507 -1987 Alaska # 6057-1983 Florida # 47803--1994 Massachusetts # 39740 -1997 PROJECT EXPERIENCE St. Johns Medical Center; Santa Monica, CA Transportation Center; Gardena, CA General Electric Powerplant; Romoland, CA Tesco Distribution Warehouse; Riverside, CA CSULA Student Union; Los Angeles, CA CSULA Science Building Wing A; Los Angeles, CA CSUSB Student Rcreation Center; San Bernardino, CA UCLA Cogeneration Plant UCLA Anderson Graduate School of Management UCLA Royce Hall Seismic Upgrade Val Verde USD; Triple Crown ES Val Verde USD; Indian MS Val Verde USD; Rainbow Ridge Val Verde USD; Val Verde High School Relocatables Vista USD; Maryland North ES Temecula USD; Wolf Creek ES Coronado USD; Coronado HS Auditorium Perris Elementary SD; Skyview ES San Francisco Airport Terminal AT&T Park, San Francisco 28 Years Experience 25K-42 -UNITED- INSPECTION ~~ & TESTING INC ~ RESUME NAME Mark Johnson TITLE Senior Steel Inspector EDUCATION High School Graduate Golden State Welding Institute San Bernardino Valley College CERTIFICATIONS AWS/CWI Welding Inspector #06060061 AWS Certified in pipe, structural steel GMAW, FCAW and GTAW C51 Structural Steel Contractor 25 Years Welding Experience PROJECT EXPERIENCE Community Hospital of Monterey Peninsula San Mateo High School UCLA~Parking Structure USC Parking Structure UCLA~Meciical Center Pacific Bell, San Diego Stanford University -Various Projects 30 Years Experience 25K-43 -UNITED _ INSPECTION ~& TESTINGINC. ~ RESUME NAME Thomas Doolittle TITLE Inspector EDUCATION High School Graduate Southern Illinois University CERTIFICATIONS AWS / CWI Welding Inspector #97041301 ICC Certified Special Inspector Reinforced Concrete #66184 Structural Steel /Welding #0874053-85 Prestressed /Precast Concrete #3196 ACI Grade I PROJECT EXPERIENCE Inland Empire Energy Center 7H Launch; Romoland, CA Vail Ranch Towne Square Phase II; Temecula, CA Ontario Airport, Terminals 2 & 4; Ontario, CA San Francisco Towers; San Francisco, CA LAX Control Tower; Los Angeles, CA 77tH St Police Station; Los Angeles, CA Domenegoni Power Station; Hemet, CA San Diego Convention Center; San Diego, CA Mandalay Bay Parking Structure; Las Vegas, CA 16 Years Experience 25K-44 -UNITED - INSPECTION ~ & TESTING INC. ~ RESUME NAME Todd Rutledge TITLE Special Deputy Inspector EDUCATION High School Graduate EI Camino Community College .. CERTIFICATIONS ICC Certified Special Inspector . Reinforced Concrete # 5246772-49 Structural Masonry # 5246772-X4 Pre-stressed Concrete # 5246772-92 ACI Field Technician, Grade 1 # 01031198 PROJECT EXPERIENCE Tesco Foods; Riverside, CA - Vail Ranch Towne Square; Temecula, CA ~ . St. John's Health Center; Santa Monica, CA • Southwest Housing; UCLA Campus Engineering I Replacement; UCLA Campus Broad Art Center; UCLA Campus Science Replacement Building, CSULA; Los Angeles, CA Student Recreation Center; CSUSB, San Bernardino, CA Parking Structure 2; CSUF, Fullerton, CA LAUSD -Various Projects Double Tree Hotel; Anaheim, CA 4 Years Experience 25K-45 -UNITED- INSPECTION ~ & TESTING INC. ~ RESUME FERNANDO GUERRA Senior Soil/Asphalt Technician Cal Trans Certified Materials Tester EDUCATION High School Graduate Marr Construction Institute REGISTRATION/CERTIFICATIONS Nuclear Gauge Certification ICC Reinforced Concrete #086878448 ACI. Concrete Field Testing Technician, Grade I Cal Trans HC1 Certification #210, 202, 217, 231, 216, 518, 533, 539, 540 40hr. Hazwop Training RELATED PROJECT EXPERIENCE Mr. Guerra was assigned to the Eastside Reservoir project as a senior technician for 3 years. His years on this major earthwork project have afforded him the opportunity to expand his knowledge and experience in the field of geotechnical testing .and inspection. Other geotechnical project experience is listed below. Inland Empire Energy Center 7H Launch; Romoland, CA Pomona Valley Hospital; Pomona, CA Rancho Los Amigos Medical Center; CA St. John's Hospital; Santa Monica, CA Mission Community Hospital; Panorama City, CA Jensen Filtration Plant; Sun Valley, CA Cajalco Creek Dam; Riverside, CA Eastside Reservoir; Hemet, CA San Joaquin Hills Transportation Corridor; Orange County Long Beach/Los Angeles Light Rail; Los Angeles County Foothill Transportation Corridor; Orange County 16 YEARS EXPERIENCE 25K-46 ®UNITED _ INSPECTION ~ & TESTINGINC. ~ RESUME NAME Thomas Watts TITLE Concrete Inspector Soils Technician Concrete Technician Laboratory Technician EDUCATION Gary Larson Inspection School; Corona, Ca. 2005-2006 Riverside Community College; Riverside, Ca. -Currently Attending United States Air Force University of South Carolina; Columbia, South Carolina -General Education REGISTRATION/CERTIFICATIONS Reinforced Concrete Inspector Nuclear Gauge Certification ACI Concrete Technician Grade I PROJECT EXPERIENCE Central L.A. Middle School #3, LAUSD; Los Angeles, CA Campbell Hall, UCLA; Los Angeles, Ca Science Building Renovation, CSULA; Los Angeles, Ca Harlyne Norris Research Tower, USC; Los Angels, Ca St John's Medical Center; Los Angeles, Ca Vine St ES, LAUSD; Los Angeles, Ca Inland Empire Energy Center 7H Launch; Romoland, Ca La Puente Park Remodel; La Puente, Ca Fire Station; Lakewood, Ca 3 YEARS EXPERIENCE 25K-47 -UNITED - INSPECTION ~~& TESTINGINC ~ RESUME NAME Chad Bartley TITLE Soil /Concrete Technician EDUCATION High School Graduate REGISTRATION/CERTIFICATIONS Nuclear Gauge Certification ACI Concrete Technician Grade I PROJECT EXPERIENCE Inland Empire Energy Center 7H Launch; Romoland, CA H.J. Mills Filtration Plant, MW D; Riverside, CA Jensen Filtration Plant, MWD; Sylmar, CA New City Hall; Corona, CA Harlyne J. Norris Research Tower; USC Campus Broad Art Center; UCLA Campus Cajalco Dam; Riverside, CA Student Residence Phase I & II; Cal State San Bernardino Cal Science Building; Los Angeles, CA ~ ' Physics & Astronomy Building; UCLA Campus Hyatt Regency Hotel; Huntington Beach, CA Southwest Justice Center; Temecula, CA St. John's Health Center; Santa Monica, CA Soka University of America; Aliso Viejo, CA 5 YEARS EXPERIENCE 25K-48 -UNI~`ED- INSPECTION ~~ & TESTING INC ~ RESUME NAME David L. Hawkins TITLE Soil /Concrete Technician Laboratory Technician EDUCATION High School Graduate REGISTRATION/CERTIFFCATIONS Nuclear Gauge Certificatidn #15341 ACI Concrete Technician Grade I #147293 Exp. 6/21/2008 HAZWOPER License ~: PROJECT EXPERIENCE . Inland Empire 7H Launch; Romoland, CA St John's Health Center; Santa Monica, CA March Air Reserve Base (various projects); Moreno Valley, CA CSULA (various projects); Los Angeles, CA Fire Station; San Marcos, CA Black Mountain Silo; Victorville, CA Ford Parking Structure; Claremont, CA Reid Park; Riverside, CA (soils) Public Park; Highland, CA (soils) D.R. Horton; Indio, CA K.B. Homes, Coachella Valley, CA 4 YEARS EXPERIENCE 25K-49 APPENDIX A CERTIFICATION OF NON-DISCRIMINATION WE AGREE SPECIFICALLY: 1. To take affirmative steps to hire minority employees with the company. 2. To establish and observe employment policies within affirmative promotion opportunities for minority persons at all job levels. 3. To communicate this policy to all persons concerned, including all company employees, outside recruiting services, especially those who serve minority communities, and to the minority communities at large. FIRM United Inspection & Testing, Inc. TITLE SIGNA DATE Please include any additional information available regarding equal opportunity employment programs now in effect within your company. For your reference we have provided a copy of our Equal Emgloyment Opportunity Plan in Section D of our submittal 25K-50 -UNITED- INSPECTION ~& TESTINGINC. ~ EQUAL OPPORTUNITY/AFFIRMATIVE ACTION POLICY Policy Statement It is the policy of United Inspection & Testing Inc. to promote the realization of equal employment opportunity through a positive continuing program of specific practices designed to ensure the full realization of equal employment opportunity without regard to race, color, religious creed, national origin, ancestry, medical condition (cancer related only or AIDS or HIV), physical or mental disability, marital status, sex, sexual orientation and age. To implement these policies, the Company will continue to: 1.1: Recruit, hire, train, and promote persons in all job classifications with out regard to race, color, religious creed, national origin, ancestry, medical condition (cancer related only or AIDS or HIV), physical or mental disability, marital status, sex, sexual orientation and age. 1.2: Base decisions on employment so as to further the principle of equal employment opportunity. 1.3: Insure that all promotion decisions are in accord with principles of equal employment opportunity by imposing only valid requirements for promotional opportunities. 1.4: Insure that all personnel actions including but not limited to compensation, benefits, transfers, layoffs, return from layoff, company sponsored training, education, tuition assistance, social and recreational programs will be administered with out regard to race, color, religious creed, national origin, ancestry, medical condition (cancer related only or AIDS or HIV), physical or mental disability, marital status, sex, sexual orientation and age. Equal Employment Opportunity is not only the law, but is a principle of our Company's operation. I expect each employee to cooperate to achieve this goal and I personally stand behind this principle. 2: Aapointment of EEO Coordinator Jenny Richards has been appointed EEO Coordinator. Ms. Richards name will appear on all internal and external communications regarding the Company's Affirmative Action Programs. As EEO Coordinator, Ms. Richards will be given necessary top management~suppdrt and staffing to execute this assignment. The EEO Coordinator has been given responsibility to: 2.1: Develop policy statements, affirmative action programs, internal and external communication techniques and monitoring systems. 2.2: Identify problem areas. 2.3: Assist line management in arriving at solutions to problems. 2.4: Design and implement audit and reporting systems, which will measure the effectiveness of the Affirmative Action Program, indicate need for remedial action, if any, and determine goals and objectives have been met. 2.5: Serve as liaison between the Company and enforcement agencies. 2.6: Serve as liaison between the Company and private and public employment services for recruiting of minority groups and women as well as minority organizations, women's organizations, and community action groups concerning the employment opportunities of minorities and women. 2.7: Keep management informed of latest developments in the entire equal employment opportunity area. 2.8: Assist in identifying problem areas and establishment of local goals and objectives. 25K-51 _ UNITED _ INSPECTION ~ & TESTING INC. ~ EQUAL OPPORTUNITYIAFFIRMATIVE ACTION POLICY (Continued) 2.9: Become active with local minority organizations, women's organizations, community action groups and community service programs, such as: Pacific Asian Consortium in Employment Asian American Architects/Engineers Los Angeles Council of Black Professionals Engineers American Civil Liberties Union Career Planning Center Los Angeles Council on Careers for Older Americans 2.10: Conduct regular discussions with supervisors and employees to insure implementation of the program. 2.11: Review qualifications of all employees to ensure that minorities and women are given full opportunities for promotion. '. 2.12: Provide career counseling for all employees. 2.13: Periodically audit to see that: 2.13.1: No company facilities are in any way segregated. 2.13.2: Minority and female employees. are encouraged to participate in all Company sponsored activities including, buYnot limited to, training. 2.14: Advise supervisors that their work performance is being evaluated on the basis of their equal employment opportunity efforts and results as well as other criteria and that they are responsible to take action to prevent harassment of employees placed through affirmative action efforts. 3: Work Force Analysis 3.1: Each year the EEO Coordinator will prepare a listing of each job title as set forth on our payroll records. 3.1.1: There will be a separate list by job title within each department ranked from the lowest to the highest paid: 3.1.2: For each job title the listing will include: Total number of incumbents Total number of male incumbents Total number of female incumbents Total number of male and female minorities 3.2: Identification of problem areas 3.2.1: Each year the EEO Coordinator will make a review to determine any problem areas. 3.2.2: The EEO will review the composition of any applicants who are interviewed to determine if there is a failure to maximize minority or female applicant flow. 3.2.3: The EEO Coordinator will review any factors that are interfering with the hiring and advancement of qualified minorities or women. As of this writing, no such problem exists. 3.2.4: The Company will review promotion practices annually. Job openings will be posted so all employees will have the opportunity to make application for the opening. 25K-52 _UNITED- INSPECTION ~~a ~sr~xcmc ~ EQUAL OPPORTUNITY/AFFIRMATIVE ACTION POLICY (Continued) 3.2.5: The Company has reviewed its training programs, both formal and informal, and found them to be nondiscriminatory. These will be reviewed annually. 3.2.6: We have ascertained that our work force attitude is conducive to the principles of affirmative action and to non discriminatory treatment for all employees regardless of minority group status or sex. 4: Dissemination of the EEO Policv 4.1: External dissemination will be accomplished as follows: The Company will inform its recruiting sources requesting that these sources actively recruit and refer minorities and women for all positions listed. 4.2: Internal Dissemination The Company's policy concerning its Affirmative Action Program will be disseminated internally as follows: 4.2.1: The policy will be included in our personnel policy manual. 4.2.2: The policy and our accomplishments will be publicized in our company publications. 4.2.3: Special meetings will be held at least once each year with all other employees to discuss the policy and explain individual employee responsibilities. 4.2.4: When employees are featured in any publications, both minority men and women will be pictured. 4.2.5: The existence of the Company's Affirmative Action Program will be communicated to all employees by posting a notice oh the bulletin board. A copy of the Program will be available in the office of the EEO Coordinator. 5: Compliance With Policies And Practices With Sex Discrimination Guideline 5.1: It is the policy of the Company to provide equal employment opportunities to qualified individuals regardless of sex through a positive program designed to employ and advance the employment of both sexes. This policy shalt cover all personnel practices, including hiring, upgrading, demotion or transfer, recruitment of recruitment advertising, layoff or termination, rates of pay or other forms of compensation and selection for training. We will utilize the following measures to monitor this policy: 5.1.1: All written personnel policies will expressly indicate that there shall be no discrimination against employees because of sex. 5.1.2: Employees of both sexes will have an equal opportunity to any available job that he or she is qualified to perform. 5.1.3: The Company will not make any distinction based upon sex in employment opportunities, wages, hours, or other conditions of employment. 5.1.4: The Company shall not discriminate against individuals on the basis of sex in its insurance, pensions, welfare programs, and other similar "fringe benefits". 5.1.5: The Company shall not discriminate against any individual on the basis of marital status. 5.1.6: The Company shall not deny employment to any individual because he or she has young children. 25K-53 ~UNITED- INSPECTION ~& TESTINGINC. ~ EQUAL OPPORTUNITY/AFFIRMATIVE ACTION POLICY (Continued) 5.1.7: The Company shall not deny any female employee the right to any job that she is qualified to perform in reliance upon any state "protective" law. 5.1.8: The Company shall not specify any differences for male and female employees on the basis of sex in either mandatory or optional retirement age. 5.2: Recruitment and Advertisino 5.2.1: The Company will recruit persons for all jobs without regard to sex unless sex is a bona fide occupational qualification. 5.2.2: The Company will ensure that advertisements do not express a sex preference. 5.3: Prectnancy. Childbirth and Related Medical 5.3.1: Employees and applicants for employment shalt not be denied employment because of pregnancy, childbirth, or related medical conditions. 5.3.2: Childbearing shall be considered by the Company to be a justification for a leave of absence for a female employee for a reasonable period of time. Following childbirth, and upon a female signifying her inteht to return to work within a reasonable time, such female employee shall be reinstated to her original job or to a position of like status and pay, without loss of service credits. 5.4: It is Company policy that neither sexual harassment nor rewards for granting of sexual favors have any place in the work place. 25K-54 UNITED INSPECTION & TESTINGINC. NECESSARY CONSTRUCTION AND TECHNICAL EQUIPMENT Eauipment Bend Test Fixtures for Structural Steel and Reinforcement Bars Complete Asphalt Marshall Equipment Concrete and Asphalt Coring Machine with Generator Concrete Cylinder 6" x 12" Capping Molds Concrete Flexural Beam Modulus of Rupture Apparatus Hydraulic Pumps and Rams with Valves for Pullout and Load Test Magnaflux Test Equipment Masonry Saw Masonry Block and Prism Compression Fixtures Milling Machine For Specialty Testing Nuclear Gauges for Soil and Asphalt Compaction Tests Ovens From 0 to 500 degrees Fahrenheit Pressure Meters for_Air Content of Concrete Proctor Equipment Rollometers for Air Content of Concrete Scales-and Balances (Pound and Gram) Shrinkage Molds Sieve Analysis Screens from 3" through #200 Sieve Shaker for Plus #4 Material Sieve Shaker For Minus #4 Material Skidmores for Torque Wrench and High Strength Bolt Calibration Slump Cones for Slump Test of Concrete Specific Gravity Equipment for Coarse and Fine Material Ultrasonic Test Equipment Unit Weight Buckets for Unit Weight of Concrete and Aggregates 200,000 Ib. Tinius Olsen Universal Testing Machine 400,000 Ib. Tinius Olsen Universal Testing Machine Calibration n/a Yearly/Contract n/a Daily/In House'" n/a Daily/In House n/a n/a n/a Daily/In House Yearly/Caltrans Yearly/Contract Daily/In House n/a Daily/In House Yearly/Contract Daily/In House Daily/In House Daily/In House Daily/In House Yearly/In House n/a Daily/In House Yearly/Contract Daily/In House Yearly/Contract* Yearly/Contract* All equipment on our contract is calibrated using equipment traceable to NBS by: A & A Enterprises, Tustin, CA *"` A feeler gauge is used to calibrate our capping molds *** Sent back to the manufacturer 25K-55 ®UNITED _ INSPECTION ~ & TESTING INC. ~ EXHIBIT ' C' APPENDIX C FEE SCHEDULE TESTING AND INSPECTION SERVICES FOR THE CITY OF SANTA ANA CAPITAL IMPROVEMENT PROJECTS ITEM ESTIMATED GIUANTITY UNIT HOURLY RATE/ UNIT COST ESTIMATED COST Soil Inspection 1,000 Hours $65.39 $ 65,390.00 Concrete Inspection 1,500 Hours $67.83 $ 101,745.00 Masonry Inspection 800 Hours $67.83 $ 54,264.00 Reinforcing Steel Inspection 1,200 Hours $67.83 $ 81,396.00 Asphalt Concrete Inspection 500 Hours $65.39 $ 32,695.00 6" Concrete Cylinder (ASTM C-39) 400 Units $17 $ 6,800.00 2X4 Mortar Sample (ASTM C-39) 200 .Units $17 $ 3,400.00 3X3X6 Grout Sam le ASTM C-1019 200 Units $17 $ 3,400.00 Mason Prisms ASTM E-447 150 Units $17 $ 2,550.00 Ultrasonic Testin of Steel Connectors 50 Each* $25 $ 1,250.00 Post Tension Reinforcing Inspection 200 Hours $67.83 $ 13,566.00 Post Tension Concrete Inspection 200 Hours $67.83 $ 13,566.00 Structural Steel-Inspection 100 Hours $67.83 $ 6,783.00 Connecting Bolt Torque Testing 100 Each` $25.00 $ 2,500.00 Precast Concrete 350 Hours $55.00 $ 19,250.00 Deputy Inspection 100 Hours $67.83 $ 6,783.00 Mechanicallnspection ~ ~ 100 Hours $70.00 $ 7,000.00 Plumbing Inspection 100 Hours $70.00 $ 7,000.00 Electricallnspection 100 Hours $70.00 $ 7,000.00 TOTAL $ 436,338.00 `Typical industry practices utilize hourly rates for Technicians for the Ultrasonic Testing of Steel Connectors and Torque Testing of Connecting Bolts. These disciplines are included in the State of California DIR Prevailing Wage determination, which provides for an hourly wage rate for these technicians. 25K-56 ~UNITED- INSPECTION ®~& TESTING INC ~ UNITED INSPECTION & TESTING, INC FEE SCHEDULE FOR MATERIAL TESTING AND CONSTRUCTION INSPECTION NOVEMBER 27, 2007 THROUGH JUNE 30, 2008* CITY OF SANTA ANA "Escalation in hourly rates will be calculated using the percentage of increase issued by the State of California Director of Industrial Relations. 25K-57 TABLE OF CONTENTS Professional Services ................................................................................................................................3 Professional Staff .........................................................................................................................3 Investigation Services ..................................................................................................................3 Inspection Services ......................................................................................................................3 Specialty Inspections & Services .................................................................................................4 Soil /Asphalt Laboratory Tests ....................................................................................................5 Soil /Asphalt Laboratory Tests (continued) .............................:...................................................6 Soil /Asphalt Laboratory Tests (continued) .................................................................................7 Concrete Related Laboratory Tests .............................................................................................8 Concrete Related Laboratory Tests (continued) ..........................................................................9 Concrete Related Laboratory Tests (continued) ..........................................................................10 Masonry Related Laboratory Tests ..............................................................................................10 Reinforcing Steel Related Laboratory Tests ................................................................................10 Reinforcing Steel Related Laboratory Tests (continued) .............................................................11 Steel, Weldments & Metallurgical Laboratory Testing .................................................................11 Specialty Laboratory Testing ........................................................................................................12 Basis of Rates and Other Fees .................................................................................................................12 Basis of Rates ..............................................................................................................................13 Administration Services ................................................................................................................13 Other Fees and Hourly Charges ..................................................................................................13 2 25K-58 Professional Services Professional Staff Task Code Description Unit Rate 22015 Principal Engineer hourly $ 185.00 Principal Geotechnical Engineer hourly $ 185.00 Certified Engineering Geologist hourly $ 175.00 22030 Senior Engineer hourly $ 175.00 Metallurgical Engineer hourly $ 175.00 Registered Civil Engineer hourly $ 165.00 Registered Geotechnical Engineer hourly $ 165.00 Registered Geologist hourly $ 165.00 G1700 Staff Engineer hourly $ 100.00 Staff Professional hourly $ 100.00 G2300 Staff Geologist hourly $ 100.00 22005 Project Manager hourly $ 100.00 22096 Staff Engineer hourly $ 100.00 21004 Expert Witness Testimony/Deposition daily $ 2,000.00 Investigation Services Task Code Description Unit Rate Geotechnical Field Exploration By Quote Geology Field/Exploration Services By Quote Structural/Mechanical Assessments By Quote 23023 Percolation Testing (Site by Site) By Quote 19006 Backhoe Rental Services (4 hour min + mob/demob) hourly $ 165.00 Geotechnical Engineer hourly $ 165.00 Drilling Services (8 hour min + mob/demob) By Quote 21034 Videotaping Services hourly $ 100.00 Inspection Services Task Code Description Unit Rate 22003 ACI Technician (Field) hourly $ 65.39 13101. Anchor/Dowellnspection hourly $ 67.83 02417 Asphalt Inspection hourly $ 65.39 03080 Batch Plant Inspection (Asphalt or Concrete) hourly $ 67.83 02102 Concrete Inspection (Placement; Piling) hourly $ 67.83 03096 Concrete Inspection (Post Tension) hourly $ 67.83 Concrete Inspection (Prestressed) hourly $ 67.83 24000 Concrete Shop Inspection (Precast Plant) hourly $ 55.00 Fiberwrap Inspection hourly $ 67.83 07052 Fireproofing Inspection (Thickness & Sampling) hourly $ 67.83 07052 Fireproofing Inspection (Adhesion/Cohesion) hourly $ 67.83 03201 GFRC Panel Fabrication Inspection hourly $ 67.83 04016 Masonry Inspection hourly $ 67.83 Masonry Inspection (DSA) hourly $ 85.00 25009 Reinforcing Steel Sampling & Tagging I.D. hourly $ 67.83 03099 Reinforcing Steel Inspection hourly $ 67.83 Reinforcing Steel Welding Inspection hourly $ 67.83 22006 Resident Inspection hourly $ 85.00 07000 Roofing Inspection hourly $ 78.00 02096 Soil Technician hourly $ 65.39 Soil Technician (L.A. City Deputy) hourly $ 78.00 Senior Soil Technician Senior Grade hourly $ 81.20 3 25K-59 03300 Shotcrete Inspection hourly $ 67.83 Supervising Soils Technician hourly $ 85.00 21039 Soils Inspection (Travel Time) hourly $ 31.00 03104 Specialty Inspection hourly $ 85.00 05001 Steel Inspection (Erection/Welding-ICC Certified) hourly $ 67.83 05001 Steel Welding Inspection (CWI AWS) hourly $ 67.83 05016 Steel Shop Welding Inspection hourly $ 67.83 05052 Steel Welder Qualification/Procedures hourly $ 75.00 05006 Steel Nondestructive Testing (Ultrasonic) hourly $ 67.83 10000 Steel Nondestructive Testing (Liquid Penetrant) hourly $ 67.83 10005 Steel Nondestructive Testing (Magnetic Particle) hourly $ 67.83 10002 NDT Materials (Liquid Penetrant) daily $ 10.00 10007 NDT Materials (Magnetic Particle) daily $ 10.00 10014 Radiographic Examination hourly $ 165.00 (Does not include film & vehicle charges) 23004 QC/QA Inspection By Quotation 03400 Waterproofing Inspection hourly $ G7.83 06200 Wood/Glu-Lam Inspection hourly $ 70.00 Material Testing Services Specialty Inspections & Services Task Code Description Unit Rate 13501 Brick Shear Testing hourly $ 70.00 13502 Brick Shear Testing (2-man Crew) hourly $ 125.00 22002 Concrete Laboratory Technician hourly $ 70.00 03085 Coring (Asphalt or Concrete) 1-Man Crew hourly $ 160.00 03086 Coring (Asphalt or Concrete) 2-Man Crew hourly $ 225.00 06300 Drywall Fastening hourly $ 75.00 23012 Duct Installation Inspection hourly $ 75.00 16100 Electricallnspection hourly $ 70.00 03093 Floor Flatness Testing daily $ 1,500.00 07410 Geomembrane/Geotextile/Fabric Installation hourly $ 75.00 15000 Mechanicallnspection hourly $ 70.00 23017 Mix Design Reviews each $ 100.00 06100 Nailing Inspection hourly $ 75.00 13504 Pachometer Investigative Survey hourly $ ~ 75.00 07056 Paint Thickness Testing hourly $ 75.00 13104 Proofload Testing Inspection hourly $ 75.00 13107 Proofload Testing Inspection (two-man crew) hourly $ 140.00 L10 PulllTorque Tests (embedded bolts/anchors/dowels) hourly $ 67.83 17001 Plumbing Inspection hourly $ 70.00 03094 Schmidt Hammer Technician Hardened Concrete hourly $ 75.00 03305 Shotcrete Pre-Construction Panel Evaluation <12"Thick each $ 1,000.00 03306 Shotcrete Pre-Construction Panel Evaluation >12" Thick each $ 1,500.00 23018 Weld Procedure Review hourly $ 75.00 05060 Weld Procedure Specification hourly By Quote 05059 Weld Procedure Qualifications hourly By Quote 23019 Welding Quality Control Plan hourly By Quote 22007 X-Ray Technician hourly $ 100.00 21030 X-Ray (Travel Time) hourly At Cost 10010 Radiographic Film 14 x 17 each $ 40.00 10011 Radiographic Film 4-1/2 x 10 each $ 40.00 10012 Radiographic Film 4-1/2 x 17 each $ 40.00 10013 Radiographic Film 7 x 17 each $40.00 21050 Expenses -Equipment Rental Cost + 20% 21012 Outside Services Cost + 20% 4 25K-60 19004 Special Equipment Usage Fee Cost + 20% 21023 Special Hand-ing Charges each $ 50.00 19002 Equipment Rental Charges hourly $ 5.00 (Skidmore, Torque Wrenches, Ultrasonic, Mag Particle, Pull-out Test, Pachometer, Air Meters, and Scales) Soil /Asphalt Laboratory Tests Task Code Test Description Test Type Test Method Rate (Ea) 02300 Absolute Viscosity ASTM D 2171 $ 160.00 02301 Absolute Viscosity >100,000 Poise ASTM D 2171 $ 120.00 02304 Asphalt Content by Ignition Burn-off Method CT 382 $ 160.00 02305 Asphalt Content by Ignition Burn-off Method ASTM D 6307 $ 160.00 ASTM D 2172 02306 Asphalt Content by Solvent Extraction- Centrifuge Method Method A $ 350.00 02310 Bulk Sp. Gr. &Density-Paraffin Coated Compacted Asphalt Conc. CT 308, Method A $ 55.00 02312 Bulk Sp. Gravity & Density of Compacted Asphalt Concrete ASTM D 2726 $ 40.00 02313 Bulk Sp. Gravity & Density of Compacted Asphalt Concrete CT 308, Method C $ 40.00 02314 Bulk Sp.Gr.& Density-Paraffin Coated Compacted Asphalt Conc. ASTM D 1188 $ 55.00 02006 California Bearing ratio, 1 point ASTM D 1883 $ 155.00 02007 California Bearing ratio, 3 points, (Specified moisture) ASTM D 1883 $ 400.00 02009 Cement Treated Bases Design & Testing CT 312 $ 300.00 02010 Cement Treated Bases -Testing field samples only, per point CT 312 $ 120.00 02011 Chloride Content of Soil/VVater CT 422 $ 80.00 02012 Cleanness Value of Coarse Aggregate CT 217 $ 90.00 02013 Collapse Potential of Soils ASTM D 5333 $ 125.00 02014 Compaction ,California Impact- Wet method CT 216 $ 250.00 02015 Compaction, California Impact -Dry Modified Method CT 216 mod $ 250.00 02016 Compaction, Checkpoint ASTM D 1557 $ ~ 35.00 02017 Compaction, Checkpoint Cal Dry Modified Method CT 216 mode $ 45.00 02018 Compaction, Modified Proctor ASTM D 1557 $ i 65.00 02019 Compaction, Standard Proctor ASTM D 698. $ 165.00 02315 Compressive Strength of Asphalt Plant Mix ASTM D 1074 $ 250.00 02020 Consolidation of Soils CT 219 $ 375.00 D 4972, G 57, D 02022 Corrosivity, (PH, Resistivity, Chlorides, Sulfate, Sulfide) 4327, D 4658M $ By Quote 02023 Corrosivity, Caltrans (pH, Chlors, sulfat, resist) CT 643, 417, 422 $ By Quote 02024 Corrosivity, Water Soluble Sulfate ASTM D 4327 $ By Quote 02025 Density of Soil In-Place by Sand Cone ASTM D 1556 $ 75.00 02026 Description of Soils Visual-Manual Method ASTM D 2488 $ 20.00 02031 Direct Shear, 1 point. Unconsolidated-Undrained ASTM D3080 mod Q $ 70.00 02027 Direct Shear, 3 points, Unconsolidated-Undrained ASTM D3080 mod Q $ 275.00 02028 Direct Shear, 3 points, ASTM D3080 mod R $ 400.00 02029 Direct Shear, 3 points, Consolidated -Drained ASTM D 3080 $ 700.00 02030 Direct Shear, 3 points, Residual ASTM D 6467 mod $ 600.00 02032 Direct Shear, add'I points Consolidated -Drained ASTM D 3080 $ 200.00 02033 Direct Shear, add'I points Consolidated-Undrained ASTM D 3080 mod $ 150.00 5 25K-61 Soil /Asphalt Laboratory Tests (continued) Task Code Test Description Test Type Test Method Rate {Ea) 02034 Direct Shear, Residual Each additional cycle ASTM D 6467 mod $ 200.00 02317 Ductility Bituminous Materials @77 F. ASTM D 113 $ 125.00 02318 Ductility of Bituminous Mat'Is at 77°F / 25°C ASTM D 113 $ 185.00 02319 Ductility of Bituminous Mat'Is at other temperatures ASTM D 113 $ 115.00 02343 Emulsion: Cone Penetration CT 413 $ 80.00 02331 Emulsion: Density ASTM D 244 $ 50.00 02037 Expansion Index Test UBC 29-2 $ 120.00 02038 Expansion Index Test ASTM D 4829 $ 120.00 02344 Film Stripping of AC Mix CT 302 $ 135.00 02349 Hveem Compaction -Plant Mix per Point CT 304 $ 200.00 02350 Hveem Compaction- Lab Mix per Point ASTM D 1561 $ 200.00 02351 Hveem Compaction -Lab Mix per Point CT 304 $ 200.00 02352 Hveem Compaction- Plant Mix per Point ASTM D 1561 $ 200.00 02353 Hveem Stabilometer Value Set of 2 CT 366 $ 120.00 02354 Hveem Stabilometer Value per Point CT 366 $ 90.00 02355 Hveem Stabilometer Value per Point ASTM D 1560 $ 90.00 02356 Hveem Stabilometer Value Set of 2 ASTM D 1560 $ 90.00 02357 Hveem Test Max. Density Set of 5 per CT 375 CT 304, 308, 375 $ 500.00 02040 Liquid Limit, Plastic Limit & P.I. - Atterberg Limits ASTM D 4318 $ 140.00 02363 Marshall Compaction Lab Mix Set of 3 ASTM D 1559 - $ 300.00 02364 Marshall Compaction- Lab Mix per Point ASTM D 1559 $ 100.00 02365 Marshall Compaction- Plant Mix per Point ASTM D 1559 $ 75.00 02366 Marshall Compaction -Plant Mix Set of 3 ASTM D 1559 $ 200.00 02367 Marshall Stability & Flow Set of 3 ASTM D 1559 $ 150.00 02368 Marshall Stability & Flow per Point ASTM D 1559 $ 50.00 02041 Maximum-Min Index-Density & UW of Cohesionless Soils ASTM D4253-D4254 $ 300.00 02042 Moisture Cont. by Microwave Oven of Soils ASTM D 4346 $ 20.00 02371 Moisture Cont. by Microwave Oven of Asphalt Mix or Agg. CT 370 $ 100.00 02043 Moisture Content by Oven Drying Soil-Agg Samples CT 226 $ 20.00 02095 Moisture Density Relations For Soil-Cement Mixtures $ 250.00 02372 Moisture Vapor Susceptibility of Asphalt Concrete Mix CT 307 $ 200.00 02044 Moisture, Ash & Organic Content of Soils ASTM D 2974 $ 50.00 02046 Moisture-Density Sample Tubes ASTM D 2937 $ 30.00 02054 Particle Size Analysis of Soil 3" to fines by Hydrometer ASTM D422, C136 $ 150.00 02055 Particle Size Analysis of Soil # 4 to fines by Hydrometer ASTM D422, C136 $ 150.00 02056 Particle Size Analysis of Soil #4 to fines by Hydrometer CT 203 $ 150.00 02057 Particle Size Analysis of Soil 3" to fines by Hydrometer CT 203 $ 150.00 6 25K-62 Soil /Asphalt Laboratory Tests (continued) Task Code Test Description Test Type Test Method Rate (Ea) 02058 Permeability of Granular Soils (Constant Head) ASTM D 2434 $ 225.00 02059 Permeability of Soils CT 220 $ 225.00 02060 Permeability, Flexible Wall, Cohesive Soil ASTM D 5084 $ 500.00 02061 Permeability, Rigid Wall Cohesive Soil ASTM D 5856 $ 400.00 02062 pH of Soil ASTM D 4972 $ 65.00 02063 pH of Soil CT 643 $ 65.00 02064 Plasticity Index of Soils CT 204 $ 140.00 02065 Resistance Untreated Soils ASTM D 2844 $ 250.00 02066 Resistance Treated Soils (lime, cement) ASTM D 2844 $ 300.00 02067 Resistance Treated Soils (lime, cement) CT 301 $ 300.00 02068 Resistance Untreated Soils CT 301 $ 250.00 02069 Resistivity of Soil ASTM G 57 $ 75.00 02070 Restivity of Soil (Lab Test) CT 643 $ 125.00 02380 Rolling Thin-Film Oven Test ASTM D 2872 $ 160.00 02071 Sand Equivalent ASTM D 2419 $ 80.00 02072 Sand Equivalent CT 217 $ 80.00 02384 Sieve Analysis of Extracted Aggregate CT 202 $ 140.00 02385 Sieve Analysis of Extracted Aggregate ASTM D 5444 $ 140.00 02075 Sieve Analysis, 3 Bulk Sample Gradation CT 202 $ 150.00 02074 Sieve Analysis, 3" to #200 Bulk Sample Gradation ASTM C117-C136 $ 150.00 02076 Sieve Analysis, Minus #200 by Wash ASTM D1140 $ 65.00 02387 Slurry Mix Extraction/AC Contnt Method B ASTM D 2172, $ 180.00 02093 Soil Moisture /Density In Situ Sample ASTM Df587 D2937 $ 20.00 02077 Soils Classification ASTM D 2487 $ 300.00 02082 Specific Gravity of Soils CT 209 ~ $ 75.00 02403 Swell of Bituminous Mix CT 305 $ 180.00 02405 Theoretical Max Spec. Gravity& Density of AC Plant Mix (Rice) ASTM D 2041 $ 150.00 02406 Theoretical Max Spec. Gravity& Density of AC Plant Mix (Rice) CT 309 $ 150.00 02407 Thickness /Height of Compacted Asphalt Concrete Mixes ASTM D 3549 $ 40.00 02003 Triaxial Comp. Consolidated - Undrained on Cohesive Soil ASTM D 4767 $ 350.00 02004 Triaxial Comp. Unconsolidated- Undrained on Cohesive Soil ASTM D 2850 $ 250.00 02083 Unconfined Compressive Strength of Soils ASTM D 2166 $ 100.00 02084 Unconfined Compressive Strength (Lime treated) CT 373 $ 200.00 02085 Unconfined Compressive Strength of Soils CT 221 $ 100.00 02086 Unconfined Compressive Strength (Lime treated) CT 373 $ 200.00 02087 Unconfined Compressive Strength of Soils ASTM D 2166 mod $ 100.00 02088 Water Content Soil & Rock ASTM D 2216 $ 20.00 7 25K-63 Concrete Related Laboratorv Tests Task Code Test Description Test Type Test Method Rate (Ea) 02200 Abrasion of Coarse Aggregate - LA Rattler @ 500 Rev only ASTM C 131 $ 150.00 02201 Abrasion of Coarse Aggregate - LA Rattler @ 100 Rev & 500 Rev ASTM C 131 $ 300.00 02202 Abrasion of Coarse Aggregate - LA Rattler @ 100 Rev & 500 Rev CT 211 $ 300.00 02203 Abrasion of Coarse Aggregate - LA Rattler @ 500 Rev only CT 211 $ 150.00 02204 Abrasion of Large Sized Agg - LA Rattler @ 500 Rev only ASTM C 535 $ 150.00 02205 Absorption in sand/gravel ASTM C 127 C 128 $ 50.00 03000 Air Content of Fresh Concrete Volumetric Method ASTM C 173 $ 75.00 03001 Air Content of Fresh Concrete Pressure Method ASTM C 231 $ 75.00 03002 Air Content of Fresh Concrete Pressure Method CT 504 $ 75.00 03003 Air Content of Fresh Concrete Volumetric Method CT 543 $ 75.00 03004 Cement Content/Hard Concrete ASTM C 1084 $ 2,000.00 03032 Cement grab sample store 60dy $ 100.00 03005 Chloride Ion Content AASHTO T260 $ 130.00 02209 Clay Lumps & Friable Particles ASTM C 142 $ 50.00 02212 Crushed Particles in Coarse Aggregate CT 205 $ 120.00 03007 Concrete Compression Cyl. ASTM C 39 $ 17.00 03008 Concrete Compression Cyl. CT 521 $ 17.00 03009 Concrete Core Comp. .ASTM C 42 $ 35.00 03010 Concrete Core Shear/Bond Strength $ 60.00 03011 Concrete Cube Comp ASTM C 42 $ 60.00 23000 Density, Absorption & Voids in Hardened Concrete - ASTM C 642 $ 85.00 02214 Durability Index Coarse & Fine Aggregate ASTM D 3744 $ 100.00 02215 Durability Index Coarse & Fine Aggregate . CT 229 $ 100.00 02216 Durability: Coarse Aggregate ASTM D 3744 $ 100.00 02217 Durability: Coarse Aggregate CT 229 $ 100.00 02218 Durability: Fine Aggregate ~ ASTM D 3744 $ 100.00 02219 Durability: Fine Aggregate ~ CT 229 $ 100.00 23001 Epoxy Adhesive Compressive Strength ASTM D 695 $ 60.00 03019 Epoxy Grout 2x2x2 Cube Compression ASTM C 579 $ 35.00 02220 Flat or Elongated Particles in Coarse Aggregates : ASTM D 4791 $ 100.00 02221 Flat or Elongated Particles in Coarse Aggregates CRD C 119 $ 100.00 03014 Flexural Strength of Concrete ASTM C 293 $ 100.00 03015 Flexural Strength of Concrete w/ Center-Point Loading CT 523 $ 100.00 03016 Flexural Strength of Concrete w/Third-Point Loading ASTM C78 $ 100.00 03017 Fly Ash or Natural Pozzolan Testing ASTM C 311 $ By Quote 02222 Fractured Particles in Coarse Aggregate ASTM D 5821 $ 100.00 03018 Gypsum Concrete Compression ASTM C 472 $ 26.00 03006 Hydr. Cement/Non Shrink 2x2x2 Cube Compression ASTM C 109 $ 40.00 03020 Length Change of Concrete ASTM C 157 $ 300.00 8 25K-64 Concrete Related Laboratorv Tests fcontinuedl Task Code Test Description Test Type Test Method Rate (Ea) 03021 Length Change of Concrete CT 530 $ 300.00 03022 Lightweight Concrete Unit Wt ASTM C 495 $ 40.00 03023 Lightweight Insulating Conc. Compression ASTM C 495 $ 40.00 02223 Lightweight Particles in Aggregates ASTM C 123 $ 50.00 03024 Modulus of Elasticity of Concrete ASTM C 469 $ 200.00 02224 Moisture Content of Aggregate ASTM C 566 $ 35.00 02225 Organic Impurities Concrete Sand CT 213 $ 65.00 02226 Organic Impurities in Concrete Sand ASTM C 40 $ 65.00 02227 Potential Reactivity per Size ASTM C 289 $ 300.00 02228 Sieve Analysis, 3 Large sized aggregate CT 202 $ 75.00 02229 Sieve Analysis, 3 Large sized aggregate ASTM C 136 $ 75.00 02231 Sieve Analysis, 3 Bulk Sample Gradation CT 202 $ 75.00 02230 Sieve Analysis, 3" to #200 Bulk Sample Gradation ASTM C 136, C 117 $ 75.00 02232 Sieve Analysis, Clean Sand #4 to #200, without Wash ASTM C 136 $ 65.00 02233 Sieve Analysis, Clean Sand #4 to #200, without Wash CT 202 $ 65.00 02234 Sieve Analysis, Coarse Agg ASTM C 136 $ 75.00 02235 Sieve Analysis, Coarse Agg CT 202 $ 75.00 02236 Sieve Analysis, Fine Agg #4 to #200 ASTM C 117, C 136 $ 75.00 02237 Sieve Analysis, Fine Agg #4 to #200 CT 202 $ 75.00 02238 Sieve Analysis, Minus #200 by Wash ASTM C 117 $ 75.00 02239 Sieve Analysis, Minus #200 by Wash CT 202 $ 75.00 03026 Single Use Molds ASTM C 470 $ 1.00 03301 Shotcrete Core Compression ASTM C 1140 $ 35.00 03302 Shotcrete Core Compression Panel Cored in Lab ASTM C 1140 $ 100.00 03303 Shotcrete Cube Compression ASTM C 1140 $ 35.00 03305 Shotcrete Preconstr. Panel Eval(<12 "thick) per man ~ ACI 506.2 $ 1,000.00 03306 Shotcrete Preconstr. Panel Eval(>12 "thick) per man ' ACI 506.2 $ 1,500.00 03027 Shrinkage Drill/Sawed Concrete ASTM C 341 $ 160.00 03028 Slump Test of Fresh Concrete ASTM C143 $ 75.00 02240 Sp. Gr. & Absorption of Coarse Aggregate CT 206 $ 75.00 02241 Sp. Gr. & Absorption of Fine Aggregate CT 207 $ 75.00 02242 Specific Gravity & Absorption Coarse Aggregate ASTM C 127 $ 75.00 02243 Specific Gravity & Absorption Fine Aggregate ASTM C 128 $ 75.00 03029 Specific Gravity, Absorp,Moist Hardened Concrete ASTM C 642 $ 30.00 03030 Splitting Tensile/Concrete Cyl ASTM C 496 $ 50.00 02244 Sulfate Soundness per size ASTM C 88 $ 90.00 02245 Sulfate Soundness per size CT 214 $ 90.00 02246 Surface Moisture in Fine Aggregate ASTM C 70 $ 140.00 23009 Thickness of Concrete Core Samples ASTM C 174 $ 20.00 03042 Thickness of Concrete Cores ASTM C 175 $ 25.00 03039 Trial Batches ASTM C 192 $ 500.00 9 25K-65 Concrete Related Laboratorv Tests (continued) Task Code Test Description Test Type Test Method Rate (Ea) 02248 Unit Weight of Aggregate ASTM C 29 $ 75.00 02249 Unit Weight of Aggregate CT 212 $ 75.00 03040 Unit Weight of Fresh Concrete ASTM C 138 $ 75.00 03041 Unit Weight of Fresh Concrete CT 518 $ 75.00 03101 Unit Weight of Structural Lightweight Concrete ASTM C 567 $ 75.00 Masonry Related Laboratorv Tests Task Code Test Description Test Type Test Method Rate (Ea) 04000 Absorption & Moisture of Block ASTM C 140 $ 50.00 04001 Brick Absorption ASTM C 67 $ 55.00 04002 Brick Compression ASTM C 67 $ 30.00 04003 Brick Modulus of Rupture ASTM C 67 $ 45.00 04004 Dimensional Measurement of Masonry Units ~ ASTM C 140 $ 50.00 04005 Grout Prism -Compression Test 3X3X6 ASTM C 1019 $ 17.00 04006 Interlocking Paver Abrasion Resistance (set of 3) ASTM C 418 $ 310.00 04007 Interlocking Paver Absorption & Unit Wt. ASTM C 140 $ 75.00 04008 Interlocking Paver Compressive Strength ASTM C 140 $ 50.00 04009 Interlocking Paver Dimensional Measurement $ 50.00 04010 Interlocking Paver Tensile Splitting Strength ISO 4108 $ 60.00 04011 Masonry Composite Prism Compression ASTM C 1314 $ 125.00 04012 Masonry Core Compression CCR Title 24 $ 35.00 04013 Masonry Core Shear CCR Title 24 $ 65.00 04020 Masonry Unit Comp Gross Area ~ ASTM C 140 $ 65.00 04021 Masonry Unit Comp. Net Area ASTM C 140 $ 65.00 04022 Masonry Unit Linear Shrinkage ASTM C 426 $ 180.00 04023 Mortar Comprsn Test 2x4 cyl ASTM C 780 $ 17.00 Reinforcing Steel Related Laboratorv Tests Task Code Test Description Test Type Test Method Rate (Ea) 03035 Tensile #11 Rebar ASTM A 370 $ 55.00 03033 Tensile #14 Rebar ASTM A 370 $ 150.00 03034 Tensile #18 Rebar 03038 Tensile Test #3 - #10 ASTM A 370 $ 275.00 ASTM A 370 $ 45.00 10 25K-66 Reinforcing Steel Related Laboratorv Tests (continued) Task Code Test Description Test Type Test Method Rate (Ea) 25000 Bend Test of Rebar #11 ASTM A 370 $ 55.00 25001 Bend Test of Rebar #14 ASTM A 370 $ 65.00 25002 Bend Test of Rebar #18 ASTM A 370 $ 275.00 25003 Bend Test of Rebar #3 - #10 ASTM A 370 $ 45.00 25004 Mechanical Splice Tensile Test #3 - #10 $ 65.00 25005 Mechanical Splice Tensile Test #11 $ 85.00 25006 Mechanical Splice Tensile Test # 14 $ 200.00 25007 Mechanical Splice Tensile Test #18 $ 400.00 25008 Seven Wire Strand Modulus of Elasticity Uncoated ASTM A 370 $ 250.00 25012 Seven Wire Strand Tensile Str. Uncoated ASTM A 370 $ 200.00 25011 Seven Wire Strand Vinyl Coating Removal ASTM A 370 $ 275.00 25014 Seven Wire Strand Yield Tens. Elong. of Uncoated ASTM A 370 $ 200.00 05014 Shop Material Fabrication Audit $ By Quote 05015 Shop Material Identification $ 59.00 Steel, Weldments & Metallurgical Laboratorv Testing Task Code Test Description Test Type Test Method Rate (Ea) 05050 Charpy V-Notch ASTM E 23 $ 75.00 20000 Chemical Analysis of Metals and Metallic Materials $ 90.00 05007 Hardness Test, Brinell ASTM E 10 $ 50.00 05008 Hardness Test, Rockwell ASTM E 18 $ 50.00 05011 High Strength Bolting Insp. $ 75.00 05012 High Strength Bolts, Tensile ~ ASTM F 606 $ ~ 85.00 05013 High Strength Bolts/Nuts Proofload ASTM F 606 $ 75.00 05009 High Strength Washer Hardness ASTM F 606 $ 50.00 05051 Machining of Test Specimens $ 60.00 05022 Steel Bend Test ASTM A 370 $ 60.00 05023 Steel Tensile Strength <1.5S in Cross~Section ASTM A 370 $ 75.00 05024 Steel Tensile Strength >1.5Sq in Cross Section ASTM A 370 $ 75.00 02247 Tensile Fence Fabrication/ Wires ASTM A 370 $ 50.00 20003 Unit Wt of Chain Link Fence Fabric ASTM A 392 $ 60.00 05053 Weldment Tensile Reduced Section $ 60.00 05054 Weldment Test Transverse Tensile $ 100.00 05055 Weldment Test Transverse Side Bend $ 60.00 05056 Weldment Test Transverse Root & Face Bend $ 60.00 05057 Weldment Test Macroetch $ 75.00 20004 Wt.of Coating2inc Coated Iron ASTM A 90 $ 60.00 11 25K-67 Specialty Laboratory Testinct Task Code Test Description Test Type Test Method Rate (Eat ASTM C 1167 07005 Clay Roof Tile Compressive Strength UBC Std 15-5 $ 45.00 07404 Fabric Tensile Properties ASTM D 751 $ 300.00 23003 Fiber-Reinforced Composite Tensile Set of 5 ASTM D 3039 $ 650.00 ASTM D 751 Grab 07405 Field Fabricated Shear Test Method $ 165.00 07050 Fireproofing Adhes/Cohesion Test Kit ASTM E 736 $ 80.00 07051 Fireproofing Density Test ASTM E 605 $ 45.00 07006 Fireproofing Moisture Content $ 25.00 07007 Foam Roof Compress Strength $ 45.00 07008 Foam Roof Unit Weight $ 45.00 07409 Geomembrane Tear Resist ASTM D 1004 $ By Quote 03202 GFRC Panel Samp Flexural Test $ 70.00 03203 GFRC Panel Anchor Flex $ 110.00 03204 GFRC Panel Anchor Gravity - ~ $ 50.00 07009 Hardness of Aggregate Used on Built-Up Roofs ASTM D 1865 $ 110.00 07411 Index Puncture Resist Blunt ASTM D 4833 $ 240.00 07054 Moisture Emission Test Fireproofing Placement/Removal ASTM F 1869 $ 70.00 07055 Moisture Emission/Ph Test Concrete Kit $ 50.00 07010 Roof Sample Ply Count Asphalt ASTM D 2829 $ 120.00 07011 Roof Sample Unit Weight ASTM D 2829 $ 50.00 07004 Roofing Interply Void Analysis ASTM D 3617 $ 125.00 07002 Roofing Sample Void Analysis ASTM D 5076 $ 50.00 07420 Textile Material Thickness ASTM D 1777 $ 135.00 07003 Thermal Insulation Block Type •Flexural Properties ASTM C 203 $ 250.00 07421 Thickness of Geotextile Fabric ASTM D 5199 $ 40.00 07422 Woven Fab Tensile Grab ASTM D 1682 $ 170.00 07423 Woven Fabric MPU area ASTM D 2276 $ 200.00 Our testing machines are calibrated annually to meet the criteria of CCRL, ASNT, AASHTO, and Cal Trans specifications. Auxiliary equipment and instrumentation to testing machines are additional. 12 25K-68 .~. ~ 1 r Basis of Rates Work from 0-4 hours Bill 4 hours Work from 4-8 hours Bill 8 hours Work over 8 hours Bill 1.5 (Time) Work over 12 hours Bill 2.0 (Time) Saturdays 0 - 8 hours Bill 1.5 (Time} Saturdays 8 -12 Bill 2.0 (Time) Sundays Bill 2.0 (Time) Holidays Bill 3.0 (Time) (Holidays consist of New Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and the day after and Christmas Day) Night Shift Hourly Rate + $ 5.00/hour Show-up time (No work performed) Bill 2 hours Fabrication Shop Inspection: Inspectors dispatched to shops further than 50 miles from the project location shall incur travel time at $48/hr and mileage at $0.40 per mile. Shops further than 100 miles from the project location may incur subsistence, travel time and mileage charges. Soils Technicians: Soils Technicians transporting nucl ear gauges shall incur travel time at $30/hr and mileage at $0.40 per mile. Administration Services Administrative Drafting hourly $ 55.00 Administrative Charge each $ 55.00 Admin. Clerical, Data Entry, Compilation, Reporting hourly $ 45.00 Outside Services hourly Cost +25% Other Fees and Hourly Charges Certificate of Insurance Additional Insured (if required) Final Affidavits (1-20 Reports) Final Affidavits (21 + Reports) Mileage Parking Fees & Tolls Subsistence Travel Time Deputy Inspectors Trip Charge per mile per day hourly each No Charge No Charge $ 200.00 $ 400.00 0.40 At Cost Cost +20% $ 48.00 $ 48.00 13 25K-69 25K-70