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Attachment 1 - First Amendment with Original Agreement
First Amendment to Agreement for Consultant Services with Ninyo & Moore On-Call Materials Testing and Special Inspection Services Page 1 of 2 FIRST AMENDMENT TO AGREEMENT FOR CONSULTANT SERVICES This FIRST AMENDMENT is dated for identification this seventh day of June 2022 and amends that certain AGREEMENT FOR CONSULTANT SERVICES for On-Call Materials Testing and Special Inspection Services, dated April 6, 2021, made by and between the Town of Los Gatos, ("Town,") and the NINYO & MOORE (“Consultant.”). RECITALS A.Town and Consultant entered into an Agreement for Consultant Services on April 20, 2021, (“Agreement”), a copy of which is attached hereto and incorporated by reference as Attachment 1 to this Amendment. B.Town desires to amend the Agreement to extend the agreement term to December 31,2023. C.Town desires to increase the contract amount by $100,000 for a total contract amount of$280,000. D.Consultant desires to update the Schedule of Fees to Exhibit B effective July 1, 2022. AMENDMENT 1. 2.2 Term and Time of Performance is amended to read as follows: This contract will remain in effect until December 31, 2023. 2. 2.6 Compensation is amended to read as follows: Compensation for Consultant's professional services shall not exceed $280,000, inclusive of all costs. Payment shall be based upon Town approval of each task based on Exhibit A of the original agreement. Effective July 1, 2022, the Schedule of Fees in Exhibit B shall be applied. 3.All other terms and conditions of the Agreement remain in full force and effect. ATTACHMENT 1 First Amendment to Agreement for Consultant Services with Ninyo & Moore On-Call Materials Testing and Special Inspection Services Page 2 of 2 IN WITNESS WHEREOF, the Town and Consultant have executed this Amendment. Town of Los Gatos Approved as to Consent: By: _______________________________ By: ______________________________ Laurel Prevetti, Town Manager Ruchil Shah Director of Business Development Department Approval: _______________________________________ Timm Borden Interim Director of Parks and Public Works Approved as to Form: Attest: ______________________________ ______________________________ Gabrielle Whelan, Town Attorney Shelley Neis, MMC, CPMC, Town Clerk Ninyo & Moore | Town of Los Gatos | 08SJO-01314 | April 12, 2022 CA14 Schedule of Fees Hourly Charges for Personnel Professional Staff Principal Engineer/Geologist/Environmental Scientist/Certified Industrial Hygienist .............................................. $ 210 Senior Engineer/Geologist/Environmental Scientist ................................................................................................ $ 200 Senior Project Engineer/Geologist/Environmental Scientist .................................................................................... $ 195 Project Engineer/Geologist/Environmental Scientist ............................................................................................... $ 185 Senior Staff Engineer/Geologist/Environmental Scientist ....................................................................................... $ 170 Staff Engineer/Geologist/Environmental Scientist ................................................................................................... $ 155 GIS Analyst ............................................................................................................................................................... $ 130 Technical Illustrator/CAD Operator .......................................................................................................................... $ 110 Field Staff Certified Asbestos/Lead Technician ........................................................................................................................ $ 195 Field Operations Manager ........................................................................................................................................ $ 130Nondestructive Examination Technician (UT, MT, LP) ........................................................................................... $ 125 Supervisory Technician ............................................................................................................................................ $ 120Special Inspector (Concrete, Masonry, Structural Steel, Welding, and Fireproofing) ............................................. $ 115 Senior Technician ..................................................................................................................................................... $ 110Technician ................................................................................................................................................................ $ 110 Administrative Staff Information Specialist ............................................................................................................................................... $ 90 Geotechnical/Environmental/Laboratory Assistant .................................................................................................. $ 95Data Processor ......................................................................................................................................................... $ 85 Other Charges Concrete Coring Equipment (includes technician) .............................................................................................. $ 190/hr Anchor Load Test Equipment (includes technician) ............................................................................................ $ 190/hr GPR Equipment ................................................................................................................................................... $ 180/hr Inclinometer .......................................................................................................................................................... $ 100/hr Hand Auger Equipment ....................................................................................................................................... $ 80/hr Rebar Locator (Pachometer) ............................................................................................................................... $ 25/hr Vapor Emission Kit ............................................................................................................................................... $ 65/kit Nuclear Density Gauge ........................................................................................................................................ $ 12/hr X-Ray Fluorescence ............................................................................................................................................ $ 70/hr PID/FID................................................................................................................................................................. $ 25/hr Air Sampling Pump .............................................................................................................................................. $ 10/hr Field Vehicle ......................................................................................................................................................... $ 15/hr Expert Witness Testimony ................................................................................................................................... $ 450/hr Direct Expenses .....................................................................................................................................Cost plus 15 % Special equipment charges will be provided upon request. Notes For field and laboratory technicians and special inspectors, overtime rates at 1.5 times the regular rates will be charged for work performed in excess of 8 hours in one day Monday through Friday and all day on Saturday. Rates at twice the regular rates will be charged for all work in excess of 12 hours in one day, all day Sunday and on holidays. Field technician and special inspection hours are charged at a 4-hour minimum, and 8-hour minimum for hours exceeding 4 hours. Invoices are payable upon receipt. A service charge of 1.5 percent per month may be charged on accounts not paid within 30 days. Our rates will be adjusted in conjunction with the increase in the Prevailing Wage Determination during the life of the project, as applicable. The terms and conditions are included in Ninyo & Moore’s Work Authorization and Agreement form. Effiective July 1, 2022 EXHIBIT B Ninyo & Moore | 2022 Laboratory Testing Schedule of Fees for Laboratory Testing SOILS CONCRETE Atterberg Limits, D 4318, CT 204 ............................................................. $ 170 Compression Tests, 6x12 Cylinder, C 39 ................................................... $ 40 California Bearing Ratio (CBR), D 1883 ................................................... $ 550 Concrete Mix Design Review, Job Spec ..................................................... $ 300 Chloride and Sulfate Content, CT 417 & CT 422 .................................... $ 175 Concrete Mix Design, per Trial Batch, 6 cylinder, ACI ............................... $ 850 Consolidation, D 2435, CT 219 ................................................................. $ 300 Concrete Cores, Compression (excludes sampling), C 42 ........................ $ 120 Consolidation, Hydro-Collapse only, D 2435 ........................................... $ 150 Drying Shrinkage, C 157 .............................................................................. $ 400 Consolidation – Time Rate, D 2435, CT 219 ........................................... $ 200 Flexural Test, C 78 ....................................................................................... $ 85 Direct Shear – Remolded, D 3080 ............................................................ $ 350 Flexural Test, C 293 ..................................................................................... $ 85 Direct Shear – Undisturbed, D 3080 ......................................................... $ 300 Flexural Test, CT 523 ................................................................................... $ 95 Durability Index, CT 229 ............................................................................ $ 175 Gunite/Shotcrete, Panels, 3 cut cores per panel and test, ACI ................ $ 275 Expansion Index, D 4829, IBC 18-3 ......................................................... $ 190 Lightweight Concrete Fill, Compression, C 495 ......................................... $ 80 Expansion Potential (Method A), D 4546 ................................................. $ 170 Petrographic Analysis, C 856 ....................................................................... $ 2,000 Geofabric Tensile and Elongation Test, D 4632 ...................................... $ 200 Restrained Expansion of Shrinkage Compensation ................................... $ 450 Hydraulic Conductivity, D 5084 ................................................................. $ 350 Splitting Tensile Strength, C 496 ................................................................. $ 100 Hydrometer Analysis, D 6913, CT 203 ..................................................... $ 220 3x6 Grout, (CLSM), C 39 ............................................................................. $ 55 Moisture, Ash, & Organic Matter of Peat/Organic Soils .......................... $ 120 2x2x2 Non-Shrink Grout, C 109 ................................................................. $ 55 Moisture Only, D 2216, CT 226 ................................................................ $ 35 Moisture and Density, D 2937 ................................................................... $ 45 ASPHALT Permeability, CH, D 2434, CT 220 ........................................................... $ 300 Air Voids, T 269 ............................................................................................ $ 85 pH and Resistivity, CT 643 ........................................................................ $ 175 Asphalt Mix Design, Caltrans (incl. Aggregate Quality) ............................. $ 4,500 Proctor Density D1557, D 698, CT 216, AASHTO T-180 ....................... $ 260 Asphalt Mix Design Review, Job Spec ........................................................ $ 180 Proctor Density with Rock Correction D 1557.......................................... $ 340 Dust Proportioning, CT LP-4 ........................................................................ $ 85 R-value, D 2844, CT 301 ........................................................................... $ 425 Extraction, % Asphalt, including Gradation, D 2172, CT 382 .................... $ 250 Sand Equivalent, D 2419, CT 217 ............................................................ $ 125 Extraction, % Asphalt without Gradation, D 2172, CT 382 ........................ $ 150 Sieve Analysis, D 6913, CT 202 ............................................................... $ 145 Film Stripping, CT 302 .................................................................................. $ 120 Sieve Analysis, 200 Wash, D 1140, CT 202 ............................................ $ 120 Hveem Stability and Unit Weight D 1560, T 246, CT 366 .......................... $ 225 Specific Gravity, D 854 .............................................................................. $ 125 Marshall Stability, Flow and Unit Weight, T 245 ......................................... $ 240 Thermal Resistivity (ASTM 5334, IEEE 442) ........................................... $ 925 Maximum Theoretical Unit Weight, D 2041, CT 309 .................................. $ 150 Triaxial Shear, C.D, D 4767, T 297 ........................................................... $ 550 Moisture Content, CT 370 ............................................................................ $ 95 Triaxial Shear, C.U., w/pore pressure, D 4767, T 2297 per pt ................ $ 450 Moisture Susceptibility and Tensile Stress Ratio, T 238, CT 371 ............. $ 1,000 Triaxial Shear, C.U., w/o pore pressure, D 4767, T 2297 per pt ....................... $ 350 Slurry Wet Track Abrasion, D 3910 ............................................................. $ 150 Triaxial Shear, U.U., D 2850 ..................................................................... $ 250 Superpave, Asphalt Mix Verification (incl. Aggregate Quality) .................. $ 4,900 Unconfined Compression, D 2166, T 208 ................................................ $ 180 Superpave, Gyratory Unit Wt., T 312 .......................................................... $ 100 Superpave, Hamburg Wheel, 20,000 passes, T 324 ................................. $ 1,000 MASONRY Unit Weight sample or core, D 2726, CT 308 ............................................. $ 100 Brick Absorption, 24-hour submersion, 5-hr boiling, 7-day, C 67 ........... $ 70 Voids in Mineral Aggregate, (VMA) CT LP-2 .............................................. $ 90 Brick Compression Test, C 67 .................................................................. $ 55 Voids filled with Asphalt, (VFA) CT LP-3 ..................................................... $ 90 Brick Efflorescence, C 67 .......................................................................... $ 55 Wax Density, D 1188 ................................................................................... $ 140 Brick Modulus of Rupture, C 67 ................................................................ $ 50 Brick Moisture as received, C 67 .............................................................. $ 45 AGGREGATES Brick Saturation Coefficient, C 67 ............................................................. $ 60 Clay Lumps and Friable Particles, C 142 .................................................... $ 180 Concrete Block Compression Test, 8x8x16, C 140 ................................. $ 70 Cleanness Value, CT 227 ............................................................................ $ 180 Concrete Block Conformance Package, C 90 ......................................... $ 500 Crushed Particles, CT 205 ........................................................................... $ 175 Concrete Block Linear Shrinkage, C 426 ................................................. $ 200 Durability, Coarse or Fine, CT 229 .............................................................. $ 205 Concrete Block Unit Weight and Absorption, C 140 ................................ $ 70 Fine Aggregate Angularity, ASTM C 1252, T 304, CT 234 ....................... $ 180 Cores, Compression or Shear Bond, CA Code ....................................... $ 70 Flat and Elongated Particle, D 4791 ............................................................ $ 220 Masonry Grout, 3x3x6 prism compression, C 39 .................................... $ 45 Lightweight Particles, C 123 ......................................................................... $ 180 Masonry Mortar, 2x4 cylinder compression, C 109 ................................. $ 35 Los Angeles Abrasion, C 131 or C 535 ....................................................... $ 200 Masonry Prism, half size, compression, C 1019 ...................................... $ 120 Material Finer than No. 200 Sieve by Washing, C 117 .............................. $ 90 Masonry Prism, Full size, compression, C 1019 ...................................... $ 200 Organic Impurities, C 40 ............................................................................... $ 90 Potential Alkali Reactivity, Mortar Bar Method, Coarse, C 1260 ............... $ 1,250 REINFORCING AND STRUCTURAL STEEL Potential Alkali Reactivity, Mortar Bar Method, Fine, C 1260 .................... $ 950 Chemical Analysis, A 36, A 615 ................................................................ $ 135 Potential Reactivity of Aggregate (Chemical Method), C 289 ................... $ 475 Fireproofing Density Test, UBC 7-6 .......................................................... $ 90 Sand Equivalent, T 176, CT 217 ................................................................. $ 125 Hardness Test, Rockwell, A 370 ............................................................... $ 80 Sieve Analysis, Coarse Aggregate, T 27, C 136 ........................................ $ 120 High Strength Bolt, Nut & Washer Conformance, Sieve Analysis, Fine Aggregate (including wash), T 27, C 136 ................. $ 145 per assembly, A 325 ............................................................................. $ 150 Sodium Sulfate Soundness, C 88................................................................ $ 450 Mechanically Spliced Reinforcing Tensile Test, ACI ............................... $ 175 Specific Gravity and Absorption, Coarse, C 127, CT 206 .......................... $ 115 Pre-Stress Strand (7 wire), A 416 ............................................................. $ 170 Specific Gravity and Absorption, Fine, C 128, CT 207 ............................... $ 175 Reinforcing Tensile or Bend up to No. 11, A 615 & A 706 ..................... $ 75 Structural Steel Tensile Test: Up to 200,000 lbs., A 370 ........................ $ 90 ROOFING Welded Reinforcing Tensile Test: Up to No. 11 bars, ACI ...................... $ 80 Roofing Tile Absorption, (set of 5), C 67 ..................................................... $ 250 Roofing Tile Strength Test, (set of 5), C 67................................................. $ 250 Special preparation of standard test specimens will be charged at the technician’s hourly rate. Ninyo & Moore is accredited to perform the AASHTO equivalent of many ASTM test procedures. Agreement for Consultant Services Ninyo & Moore Page 1 of 8 On-Call Materials Testing and Special Inspection AGREEMENT FOR CONSULTANT SERVICES THIS AGREEMENT is made and entered into on April 6, 2021 by and between TOWN OF LOS GATOS, a California municipal corporation, (“Town”) Ninyo & Moore , (“Consultant”), whose address is 2149 O’Toole Avenue, Suite 30, San Jose, CA 95131. This Agreement is made with reference to the following facts. I.RECITALS 1.1 The Town desires to engage Consultant to provide on-call materials testing and special inspection services for various Town capital improvement projects and other projects within the Town. 1.2 The Consultant represents and affirms that it is willing to perform the desired work pursuant to this Agreement. 1.3 Consultant warrants it possesses the distinct professional skills, qualifications, experience, and resources necessary to timely perform the services described in this Agreement. Consultant acknowledges Town has relied upon these warranties to retain Consultant. II.AGREEMENTS 2.1 Scope of Services. Consultant shall provide services as described in that certain Proposal sent to the Town on January 14, 2021, which is hereby incorporated by reference and attached as Exhibit A. 2.2 Term and Time of Performance. This contract will remain in effect from April 15, 2021 to June 30, 2022, with an option to extend for one (1) additional period of one (1) year. 2.3 Compliance with Laws. The Consultant shall comply with all applicable laws, codes, ordinances, and regulations of governing federal, state and local laws. Consultant represents and warrants to Town that it has all licenses, permits, qualifications and approvals of whatsoever nature which are legally required for Consultant to practice its profession. Consultant shall maintain a Town of Los Gatos business license pursuant to Chapter 14 of the Code of the Town of Los Gatos. 2.4 Sole Responsibility. Consultant shall be responsible for employing or engaging all persons necessary to perform the services under this Agreement. 2.5 Information/Report Handling. All documents furnished to Consultant by the Town and all reports and supportive data prepared by the Consultant under this Agreement are the Town’s property and shall be delivered to the Town upon the completion of Consultant's services or at the Town's written request. All reports, information, data, and exhibits prepared or assembled by Consultant in connection with the performance of its services DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 ATTACHMENT 1 Agreement for Consultant Services Ninyo & Moore Page 2 of 8 On-Call Materials Testing and Special Inspection pursuant to this Agreement are confidential until released by the Town to the public, and the Consultant shall not make any of the these documents or information available to any individual or organization not employed by the Consultant or the Town without the written consent of the Town before such release. The Town acknowledges that the reports to be prepared by the Consultant pursuant to this Agreement are for the purpose of evaluating a defined project, and Town's use of the information contained in the reports prepared by the Consultant in connection with other projects shall be solely at Town's risk, unless Consultant expressly consents to such use in writing. Town further agrees that it will not appropriate any methodology or technique of Consultant which is and has been confirmed in writing by Consultant to be a trade secret of Consultant. 2.6 Compensation. Compensation for Consultant's professional services shall not exceed $180,000, inclusive of all costs. Payment shall be based upon Town approval of each task. 2.7 Billing. Billing shall be monthly by invoice within thirty (30) days of the rendering of the service and shall be accompanied by a detailed explanation of the work performed by whom at what rate and on what date. Also, plans, specifications, documents or other pertinent materials shall be submitted for Town review, even if only in partial or draft form. Payment shall be net thirty (30) days. All invoices and statements to the Town shall be addressed as follows: Invoices: Town of Los Gatos Attn: Accounts Payable P.O. Box 655 Los Gatos, CA 95031-0655 2.8 Availability of Records. Consultant shall maintain the records supporting this billing for not less than three years following completion of the work under this Agreement. Consultant shall make these records available to authorized personnel of the Town at the Consultant's offices during business hours upon written request of the Town. 2.9 Assignability and Subcontracting. The services to be performed under this Agreement are unique and personal to the Consultant. No portion of these services shall be assigned or subcontracted without the written consent of the Town. 2.10 Independent Contractor. It is understood that the Consultant, in the performance of the work and services agreed to be performed, shall act as and be an independent contractor and not an agent or employee of the Town. As an independent contractor he/she shall not obtain any rights to retirement benefits or other benefits which accrue to Town employee(s). With prior written consent, the Consultant may perform some obligations under this Agreement by subcontracting but may not delegate ultimate responsibility for performance or assign or transfer interests under this Agreement. Consultant agrees to DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 Agreement for Consultant Services Ninyo & Moore Page 3 of 8 On-Call Materials Testing and Special Inspection testify in any litigation brought regarding the subject of the work to be performed under this Agreement. Consultant shall be compensated for its costs and expenses in preparing for, traveling to, and testifying in such matters at its then current hourly rates of compensation, unless such litigation is brought by Consultant or is based on allegations of Consultant's negligent performance or wrongdoing. 2.11 Conflict of Interest. Consultant understands that its professional responsibilities are solely to the Town. The Consultant has and shall not obtain any holding or interest within the Town of Los Gatos. Consultant has no business holdings or agreements with any individual member of the Staff or management of the Town or its representatives nor shall it enter into any such holdings or agreements. In addition, Consultant warrants that it does not presently and shall not acquire any direct or indirect interest adverse to those of the Town in the subject of this Agreement, and it shall immediately disassociate itself from such an interest, should it discover it has done so and shall, at the Town's sole discretion, divest itself of such interest. Consultant shall not knowingly and shall take reasonable steps to ensure that it does not employ a person having such an interest in this performance of this Agreement. If after employment of a person, Consultant discovers it has employed a person with a direct or indirect interest that would conflict with its performance of this Agreement, Consultant shall promptly notify Town of this employment relationship, and shall, at the Town's sole discretion, sever any such employment relationship. 2.12 Equal Employment Opportunity. Consultant warrants that it is an equal opportunity employer and shall comply with applicable regulations governing equal employment opportunity. Neither Consultant nor its subcontractors do and neither shall discriminate against persons employed or seeking employment with them on the basis of age, sex, color, race, marital status, sexual orientation, ancestry, physical or mental disability, national origin, religion, or medical condition, unless based upon a bona fide occupational qualification pursuant to the California Fair Employment & Housing Act. III. INSURANCE AND INDEMNIFICATION 3.1 Minimum Scope of Insurance: i. Consultant agrees to have and maintain, for the duration of the contract, General Liability insurance policies insuring him/her and his/her firm to an amount not less than: one million dollars ($1,000,000) combined single limit per occurrence for bodily injury, personal injury and property damage. ii. Consultant agrees to have and maintain for the duration of the contract, an Automobile Liability insurance policy ensuring him/her and his/her staff to an amount not less than one million dollars ($1,000,000) combined single limit per accident for bodily injury and property damage. DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 Agreement for Consultant Services Ninyo & Moore Page 4 of 8 On-Call Materials Testing and Special Inspection iii. Consultant shall provide to the Town all certificates of insurance, with original endorsements effecting coverage. Consultant agrees that all certificates and endorsements are to be received and approved by the Town before work commences. iv. Consultant agrees to have and maintain, for the duration of the contract, professional liability insurance in amounts not less than $1,000,000 which is sufficient to insure Consultant for professional errors or omissions in the performance of the particular scope of work under this agreement. General Liability: i. The Town, its officers, officials, employees and volunteers are to be covered as insured as respects: liability arising out of activities performed by or on behalf of the Consultant; products and completed operations of Consultant, premises owned or used by the Consultant. This requirement does not apply to the professional liability insurance required for professional errors and omissions. ii. The Consultant's insurance coverage shall be primary insurance as respects the Town, its officers, officials, employees and volunteers. Any insurance or self-insurances maintained by the Town, its officers, officials, employees or volunteers shall be excess of the Consultant's insurance and shall not contribute with it. iii. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the Town, its officers, officials, employees or volunteers. iv. The Consultant's insurance shall apply separately to each insured against whom a claim is made or suit is brought, except with respect to the limits of the insurer's liability. 3.2 All Coverages. Each insurance policy required in this item shall be endorsed to state that coverage shall not be suspended, voided, cancelled, reduced in coverage or in limits except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the Town. Current certification of such insurance shall be kept on file at all times during the term of this agreement with the Town Clerk. 3.3 Workers’ Compensation. In addition to these policies, Consultant shall have and maintain Workers' Compensation insurance as required by California law and shall provide evidence of such policy to the Town before beginning services under this Agreement. Further, Consultant shall ensure that all subcontractors employed by Consultant provide the required Workers' Compensation insurance for their respective employees. DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 Agreement for Consultant Services Ninyo & Moore Page 5 of 8 On-Call Materials Testing and Special Inspection 3.4 Indemnification. The Consultant shall save, keep, hold harmless and indemnify and defend the Town its officers, agent, employees and volunteers from all damages, liabilities, penalties, costs, or expenses in law or equity that may at any time arise or be set up because of damages to property or personal injury received by reason of, or in the course of performing work which may be occasioned by a willful or negligent act or omissions of the Consultant, or any of the Consultant's officers, employees, or agents or any subconsultant. IV. GENERAL TERMS 4.1 Waiver. No failure on the part of either party to exercise any right or remedy hereunder shall operate as a waiver of any other right or remedy that party may have hereunder, nor does waiver of a breach or default under this Agreement constitute a continuing waiver of a subsequent breach of the same or any other provision of this Agreement. 4.2 Governing Law. This Agreement, regardless of where executed, shall be governed by and construed to the laws of the State of California. Venue for any action regarding this Agreement shall be in the Superior Court of the County of Santa Clara. 4.3 Termination of Agreement. The Town and the Consultant shall have the right to terminate this agreement with or without cause by giving not less than fifteen days (15) written notice of termination. In the event of termination, the Consultant shall deliver to the Town all plans, files, documents, reports, performed to date by the Consultant. In the event of such termination, Town shall pay Consultant an amount that bears the same ratio to the maximum contract price as the work delivered to the Town bears to completed services contemplated under this Agreement, unless such termination is made for cause, in which event, compensation, if any, shall be adjusted in light of the particular facts and circumstances involved in such termination. 4.4 Prevailing Wages. This project is subject to the requirements of Section 1720 et seq. of the California Labor Code requiring the payment of prevailing wages, the training of apprentices and compliance with other applicable requirements. Contractors and all subcontractors who perform work on the project are required to comply with these requirements. Prevailing wages apply to all projects over $1,000 which are defined as a “public work” by the State of California. This includes construction, demolition, repair, alteration, maintenance and the installation of photovoltaic systems under a Power Purchase Agreement when certain conditions are met under Labor Code Section 1720.6. This include service and warranty work on public buildings and structures. 4.4.1 The applicable California prevailing wage rate can be found at www.dir.ca.gov and are on file with the Town of Los Gatos Parks and Public Works Department, which shall be available to any interested party upon request. The contractor is also required to have a copy of the applicable wage determination posted and/or available at each jobsite. DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 Agreement for Consultant Services Ninyo & Moore Page 6 of 8 On-Call Materials Testing and Special Inspection 4.4.2 Specifically, contractors are reminded of the need for compliance with Labor Code Section 1774-1775 (the payment of prevailing wages and documentation of such), Section 1776 (the keeping and submission of accurate certified payrolls) and 1777.5 in the employment of apprentices on public works projects. Further, overtime, weekend and holiday pay, and shift pay must be paid pursuant to applicable Labor Code section. 4.4.3 The public entity for which work is being performed or the California Department of Industrial Relations may impose penalties upon contractors and subcontractors for failure to comply with prevailing wage requirements. These penalties are up to $200 per day per worker for each wage violations identified; $100 per day per worker for failure to provide the required paperwork and documentation requested within a 10-day window; and $25 per day per worker for any overtime violation. 4.4.4 As a condition to receiving progress payments, final payment and payment of retention on any and all projects on which the payment of prevailing wages is required, the contractor agrees to present to the TOWN, along with its request for payment, all applicable and necessary certified payrolls (for itself and all applicable subcontractors) for the time period covering such payment request. The term “certified payroll” shall include all required documentation to comply with the mandates set forth in Labor Code Section 1720 et seq, as well as any additional documentation requested by the Agency or its designee including, but not limited to: certified payroll, fringe benefit statements and backup documentation such as monthly benefit statements, employee timecards, copies of wage statements and cancelled checks, proof of training contributions (CAC2 if applicable), and apprenticeship forms such as DAS-140 and DAS-142. 4.4.5 In addition to submitting the certified payrolls and related documentation to the TOWN, the contractor and all subcontractors shall be required to submit certified payroll and related documents electronically to the California Department of Industrial Relations. Failure to submit payrolls to the DIR when mandated by the project parameters shall also result in the withholding of progress, retention and final payment. 4.4.6 No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. 4.4.7 No contractor or subcontractor may be awarded a contract for public work on a public works project, unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. Contractors MUST be a registered “public works contractor” with the DIR AT THE TIME OF BID. Where the prime contract is less than $15,000 for maintenance work or less than $25,000 for construction alternation, demolition or repair work, registration is not required. 4.4.8 Should any contractor or subcontractors not be a registered public works contractor and perform work on the project, Contractor agrees to fully DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 Agreement for Consultant Services Ninyo & Moore Page 7 of 8 On-Call Materials Testing and Special Inspection indemnify the TOWN for any fines assessed by the California Department of Industrial Relations against the TOWN for such violation, including all staff costs and attorney’s fee relating to such fine. 4.4.9 The TOWN shall withhold any portion of a payment; including the entire payment amount, until certified payroll forms and related documentation are properly submitted, reviewed and found to be in full compliance. In the event that certified payroll forms do not comply with the requirements of Labor Code Section 1720 et seq., the TOWN may continue to hold sufficient funds to cover estimated wages and penalties under the contract. 4.5 Amendment. No modification, waiver, mutual termination, or amendment of this Agreement is effective unless made in writing and signed by the Town and the Consultant. 4.6 Disputes. In any dispute over any aspect of this Agreement, the prevailing party shall be entitled to reasonable attorney's fees, including costs of appeal. 4.7 Notices. Any notice required to be given shall be deemed to be duly and properly given if mailed postage prepaid, and addressed to: Town of Los Gatos Attn: Town Clerk 110 E. Main Street Los Gatos, CA 95030 Ninyo & Moore 2149 O’Toole Avenue, Suite 30 San Jose, CA 95131 or personally delivered to Consultant to such address or such other address as Consultant designates in writing to Town. 4.8 Order of Precedence. In the event of any conflict, contradiction, or ambiguity between the terms and conditions of this Agreement in respect of the Products or Services and any attachments to this Agreement, then the terms and conditions of this Agreement shall prevail over attachments or other writings. 4.9 Entire Agreement. This Agreement, including all Exhibits, constitutes the complete and exclusive statement of the Agreement between the Town and Consultant. No terms, conditions, understandings or agreements purporting to modify or vary this Agreement, unless hereafter made in writing and signed by the party to be bound, shall be binding on either party. DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 Agreement for Consultant Services Ninyo & Moore Page 8 of 8 On-Call Materials Testing and Special Inspection IN WITNESS WHEREOF, the Town and Consultant have executed this Agreement. Town of Los Gatos by: Laurel Prevetti, Town Manager Recommended by: Matt Morley Director of Parks and Public Works Consultant, by: Printed Name and Title Approved as to Form: Robert Schultz, Town Attorney Attest: Shelley Neis, MMC, CPMC, Town Clerk DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 4/13/2021 Greg Ruf, Principal Engineer4/14/2021 4/17/2021 4/20/2021 4/20/2021 January 14, 2021 Proposal No. P08SJO-01301 On-Call Materials Testing and Special Inspection Services Ms. Janice Chin, Assistant Engineer Town of Los Gatos Parks and Public Works 41 Miles Avenue Los Gatos, California 95030 EXHIBIT A DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 1 Cover Letter 2149 O’Toole Avenue, Suite 30 | San Jose, California 95131 | p. 408.435.9000 | www.ninyoandmoore.com January 14, 2021 Proposal No. P08SJO-01314 Ms. Janice Chin, Assistant Engineer Town of Los Gatos Parks and Public Works 41 Miles Avenue Los Gatos, California 95030 Subject: On-Call Materials Testing and Special Inspection Services Dear Ms. Chin: Ninyo & Moore Geotechnical and Environmental Sciences Consultants is pleased to submit our qualifications in response to your Request for Qualifications (RFQ) to provide On-Call Materials Testing and Special Inspection Services for the Town of Los Gatos (Town). We acknowledge receipt of the Town’s Questions and Answers addendum dated January 11, 2021, and confirm that all requirements of the addenda are included in this proposal. With regard to a 2-hour minimum charge as opposed to the standard practice of our profession of a 4-hour minimum, driven by collective bargaining and prevailing wage, we agreed to the 2-hour minimum as well as 2-hour billing increments for the first 8 hours with the understanding that our services are billed on a portal-to-portal basis from our San Jose facility, not just time on site. Ninyo & Moore is a California “S” Corporation which began in 1986 in San Diego, California. Our firm specializes in Materials Testing and Inspection Services as part of the wide range of consulting services that we provide to our clients and is one of the most highly respected Geotechnical services consultants in Northern California. From our local offices in San Jose and Alameda, California, we have been providing Construction Materials Testing/Inspection consulting services on a wide variety of capital improvement projects that are similar in scope to the services requested. In Northern California, we currently hold or have held on-call services agreements with the following agencies: •City of Redwood City •City of San Carlos •City of Millbrae •City of South San Francisco •San Francisco Public Works • City of Albany •City of Richmond •City of Oakland •City of El Cerrito • City of Alameda •City of Fremont •Contra Costa County •Midpeninsula Regional Open Space District •San Francisco Unified School District •County of Alameda Flood Control District and Public Works Agency •County of Santa Clara Fleet and Facilities and Park and Recreations Departments Ninyo & Moore is highly qualified to perform the requested services for the following reasons: •NORTHERN CALIFORNIA PUBLIC WORKS EXPERIENCE – For 34 years Ninyo & Moore has provided geotechnical, environmental, materials testing, and inspection services to municipal agencies and school districts throughout the Western United States. We previously provided and are presently providing services similar to those required for this on-call contract for City of Fremont, City of San Jose, City of Santa Clara, City of Oakland, City of Alameda, and City of San Francisco, as well as over 50 cities and counties throughout California. •QUALIFIED STAFF TO RESPOND TO A VARIETY OF TASKS – Company-wide, Ninyo & Moore has a team of 493 professionals and has the in-house resources to support this contract throughout its duration. The references we have provided can attest to our responsiveness and quality deliverables. Cover Letter DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 2 Cover Letter Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 • SUCCESSFUL APPROACH TO PROVIDING ON-CALL SERVICES – We understand the nature of the work required and the importance of offering a comprehensive range of services, in a responsive manner, using project-proven methods. This improves our response time on a request for service and mobilization of the qualified individuals to execute the Task Authorization. We have compiled our team with maximum flexibility for demanding project requirements or the assignment of concurrent task orders. The Ninyo & Moore Contract Manager with authority to bind the firm in all matters related to this proposal is presented below. He will also be the City’s primary point of contact. • Mr. Gregory J. Ruf, PE, GE Ninyo & Moore Geotechnical and Environmental Sciences Consultants Principal Engineer/Dir. of Construction Services, Primary Point of Contact 2149 O’Toole Avenue, Suite 30, San Jose, California 95131 T: 408.435.9000, ext. 15314 | F: 408.435.9006 | Email: gruf@ninyoandmoore.com As a requirement of the Town’s RFQ, we have reviewed the contract template for the Consultant Services Agreement and confirm that it is acceptable. We appreciate this opportunity to submit our qualifications and we look forward to the opportunity of working with the Town of Los Gatos, if selected. We are available to answer any questions during your evaluation period. Sincerely, NINYO & MOORE Gregory J. Ruf, PE, GE Principal Engineer GJR/jso DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 3Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Certification Forms Certification Forms ATTACHMENT 2 – CONFLICT OF INTEREST STATEMENT Ninyo & Moore No other relationship will have an impact on this contract or Project. No other clients will have a financial interest with an impact on this contract or Project. No such relationships exist. Ninyo & Moore Ninyo & Moore DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 4Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Certification Forms Ninyo & Moore 2149 O’Toole Avenue, Suite 30 San Jose, California 95131 Gregory J. Ruf, PE, GE Principal Engineer/Dir. of Construction Services January 14, 2021 January 14, 2021 San Jose California DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 5Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Certification Forms Certification Forms ATTACHMENT 3 – NON-COLLUSION DECLARATION Ninyo & MoorePrincipal Engineera Gregory J. Ruf, PE, GE Principal Engineer/Dir. of Construction Services 1/14/2021 San Jose CA DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 6Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Certification Forms Certification Forms ATTACHMENT 5 – INSURANCE COVERAGE Gregory J. Ruf, PE, GE, Principal Engineer/Dir. of Construction Services Ninyo & Moore January 14, 2021 DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 7Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Review of Scope of Services Review of Scope of Services Ninyo & Moore has developed an in-house project management system specifically tailored to government contracts. This system is continually updated to meet the changing needs of our public agency clients and allows us to effectively and efficiently respond to each tasks assigned with highly experienced and qualified personnel, while at the same time, maintaining a single- point-of-contact with the Town for the coordination of all our services. The success of our on-going contract management system is demonstrated by the numerous on-call contracts we have been awarded by public agencies and the renewal of these contracts over the years. The scope of work performed as part of the specific project will be influenced by the nature of the proposed improvements. Based on our understanding of the various Capital Improvement Projects (CIP) within the Town, our review of the Quality Assurance Program (QAP), and our experi-ence with similar projects, we propose to provide the following scope of services: R Sampling of aggregate base and hot mix asphalt from the plant and job site and transportation to our laboratory for testing; R Perform conformance testing of aggregate base material including sieve analysis (CT 202), sand equivalent (CT 217) and Cleanness Value (CT 227) in the laboratory and provide test results to the Resident Engineering within 24 hours; R In-place field density testing of soils and aggregates using a nuclear density gauge in accordance with CT 231 to determine the relative compaction of compacted soil and aggregate base and provide test results to the Resident Engineering within 24 hours; R Maximum compacted density determinations of soils and aggregates in the laboratory accordance with CT 216 for soil and aggregate base and provide test results to the Resident Engineering within 24 hours; R In-place field density testing of hot mix asphalt using a nuclear density gauge in accordance with CT 375 to determine the relative compaction of the HMA; R Theoretical maximum specific gravity and density (Rice) test (CT 309), asphalt binder content by ignition oven (CT 382), moisture content of asphalt mixture (CT 370), Air voids (CT367), Stabilometer Value test (CT 366) and bulk specific gravity and density of HMA Cores (CT 308) for asphalt concrete in the laboratory; R Review concrete mix designs submitted by the contractor for compliance with the project documents when required by the Town; R Portland cement concrete batch plant inspection to verify material quality, batch weights, and use of appropriate mix design; R Structural concrete placement inspection including slump and temperature tests of concrete and cast compressive strength test specimens (1 set of Five 4”x 8” cylinders per 1,000 CY) for laboratory testing (CT 521); R Pavement concrete placement inspection including slump and temperature tests of concrete and cast one set of two beams for Modulus of Rupture (6x6x32 inch for Center Loading and 6x6x20 inch for third point loading – CT 523); R Concrete sample pick-up and transportation to our laboratory for curing and testing; R Compression testing of concrete cylinders and modulus of rupture testing of concrete beams in the laboratory; R Perform conformance testing of aggregate base material including sieve analysis (CT 202), sand equivalent (CT 217) during slurry seal and microsurfacing; R Welding procedure and welder’s qualification review prior to performing welding in the shop and field; R Material identification, mill certificate verification and structural steel welding inspection in the shop; R Structural steel welding inspection in the field; R Non-destructive testing including ultrasonic and mag particle testing (UT/MT) in the shop and field; DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 8Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Review of Scope of Services R High strength bolts placement inspection and torque testing; R Sampling of high strength bolts and transport to our laboratory for testing; R Conformance tests of high strength bolts, nuts and washer in the laboratory; R Prepare daily field reports documenting items inspected and reports of laboratory testing to be submitted to the project team; and R Prepare final affidavit letter at the conclusion of the project. Other than services listed in the quality assurance program (QAP), we also offer the following services when requested by the Town on an as-needed basis per ASTM, AASHTO and Caltrans testing and inspection standards. R Asphalt Placement Testing R Asphalt and Concrete Batch Plant Inspection R Asphalt and Concrete Mix Design Review R Backfill Placement Observation R Concrete and Masonry Coring R Concrete Batch Plant Inspection R Concrete Mix Design Review R Concrete Sampling and Testing R Drilled Shaft Observation R Epoxy & Anchor Bolts Installation Inspection R Field and Shop Welding Inspection R Fireproofing Inspection R Foundation Excavation Evaluation R Glu-lam Product Inspection R High Strength Bolt and Expansion Bolt Testing R Hveem Tests of Asphalt R Laboratory Testing of Concrete, Masonry, Reinforcing and Structural Steel, Soil and Fireproofing R Load Testing of Bolts and Embeds R Masonry Inspection R Material Identification R Non-Destructive Testing R Pile Driving Observation R Pre-stressed & Post-Tensioned Tendon Stressing R Pre-stressed Concrete Inspection R Reinforced Concrete Inspection R Reinforcing Steel Sampling and Tagging R Rock Anchor Tie-Back Placement Observation R Site Grading Observation R Soil Compaction Testing R Structural Steel Shop Fabrication Inspection R Welding Procedure Specification Review SPECIALIZED SERVICES: Ninyo & Moore is capable and experienced in providing geophysical services including ground penetrating radar (GPR) for air voids, reinforcing steel and post-tensioned cable location surveys, concrete, shotcrete and masonry coring services, floor flatness and levelness surveys (FF & FL), vibration and noise monitoring services, window infiltration testing as well as moisture vapor emissions testing. An additional cost estimate for these specialized services will be provided to the Town based on the required scope of work. I am extremely grateful for the support Ninyo & Moore staff provides and consider their value-added contributions to be indispensable. In combination with the timely manner and professional work ethics, their effort and dedication are truly commendable. I would like to express my personal thanks and sincere appreciation for their efforts and support to the City... - Ray Chan, PE, City of San CarlosCity Engineer (retired) Ninyo & Moore has assisted the City of Oakland with a wide variety of projects. They have kept budgets to a minimum and have delivered a quality product. They have also demonstrated the ability to be flexible with both budgets and personnel as projects evolve. They are attentive to the City’s needs and excellent at keeping lines of communication open before, during and after a project. - Mark Gomez, City of OaklandSupervisor, Environmental Protection & Compliance DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 9Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Experience and Expertise Ninyo & Moore, #219 in the Engineering News Record (ENR) Top 500 Design Firms of 2020, was established in 1986 to provide geotechnical engineering, engineering geology, materials testing, special inspection, and environmental consulting services to clients in the governmental (federal, state, and local), commercial, and private sectors. The company is wholly-owned by Mr. Avram Ninyo, PE, GE, who directly manages the corporation and is supported by an efficient structure of technical and business-line managers. Our firm has provided soil and materials testing and inspection, geotechnical engineering, geologic, hydrogeologic, and environmental consulting services for cities and counties throughout the western United States for 34 years. Ninyo & Moore pledges to complete each and every project assignment in a high-quality manner with special attention given to quality assurance, timeliness, and cost. Specific strengths of Ninyo & Moore, which we believe make us exceptionally well qualified to undertake the requested services, are detailed below. LOCATIONSNinyo & Moore’s corporate office is in San Diego, California, with 16 additional locations throughout the western United States, including: San Jose, Alameda, San Francisco, Sacramento, Irvine, Fontana, and Los Angeles, California; Las Vegas, Nevada; Phoenix, Tucson, and Prescott, Arizona; Denver, Broomfield, and Fort Collins, Colorado; Houston, Texas; and Salt Lake City, Utah. This contract will be administered from our San Jose office. PERSONNELCompany-wide, Ninyo & Moore’s staff of 500 professionals enable us to be responsive to client needs and to successfully complete project tasks on time. In our Bay Area offices, we have 54 professionals who are available to provide services the services described in Section C. Minimum Qualifications of the Town’s RFQ. Our current and anticipated workload is such that the proposed qualified personnel who would be assigned to this on-call contract will be able to accomplish project requests for the duration of the contract. Our proposed project team is fully staffed, equipped, and committed to perform the required construction materials testing and inspection services for the Town and will be available to the Town when called upon for services. We are accustomed to working Full-Time and Part-Time on an as-needed basis to accommodate your project needs. Ninyo & Moore has a full-time experienced dispatcher, a full-time experienced Laboratory Manager, and highly experienced inspectors, project and task managers on our staff. The quality of Ninyo & Moore’s personnel base is widely recognized. Our staff of experienced and registered professionals includes geotechnical engineers, civil engineers, engineering geologists, hydrogeologists, geophysicists, environmental engineers, environmental scientists, certified technicians and field inspectors, and hazardous waste and regulatory compliance specialists. TESTING LABORATORIESNinyo & Moore’s Construction Services Division is capable of performing a wide variety of construction materials inspection and testing services. Ninyo & Moore maintains fully equipped, in-house laboratories and offers full-service field and laboratory services for construction materials testing projects, including soil, concrete, masonry, asphalt, steel, fireproofing, and high strength bolt testing. Our laboratories are supervised by registered civil engineers and meet the requirements of ASTM E329, ASTM C1077, Experience and Expertise DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 10Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Experience and Expertise ASTM D3740, and ASTM D3666. Ninyo & Moore’s testing laboratories have been inspected and/or accredited by the Division of the State Architect (DSA), AASHTO, AMRL, CCRL, Caltrans, U.S. Army Corps of Engineers and other governmental entities. QUALITYNinyo & Moore’s services are rendered in strict compliance to the firm’s rigorous Quality Assurance/Quality Control program, which goes beyond the expectations of the industry. Ninyo & Moore’s quality assurance program is designed to be flexible while ensuring that the data is of sufficient and appropriate quality to fulfill project requirements. TECHNICAL RESOURCES AND MANAGEMENTNinyo & Moore’s strengths lie in the quality, diversity, and technical experience of its key personnel and staff, and in the personal involvement of the principals throughout the company. Our firm maintains its exceptional reputation in the industry by providing high quality technical expertise and meeting challenging schedules and budgetary goals. This is made possible through our attention to detail, project management approach, and assigning an experienced Principal to every project. Project managers are well versed working closely with project inspectors and project manager of construction management firms to know the schedule ahead of time and co-ordinate with dispatcher to staff the project accordingly. PROJECT EXAMPLESClient satisfaction is Ninyo & Moore’s most important objective. Ninety percent of our clients are repeat customers. Our primary goal is to deliver high-quality, responsible products and services; a philosophy that has contributed to our growth and client satisfaction since establishment of Ninyo & Moore. For 35 years, we have successfully completed numerous projects under On-Call contracts for public works agencies in cities and counties throughout Northern California in accordance with applicable federal, state, and local government regulations and guidelines. Provided on the following pages are project examples of a similar size, scope, and complexity as the services required by this RFQ that Ninyo & Moore would bring to project assignments. These projects involved interactions with other regulatory agencies for permitting and approvals, as well as a clear understanding of the applicable federal, state, and local government regulations and guidelines. We have attended city council meetings at the request of our clients on an as-needed basis. Town of Los Gatos, Almond Grove Street Reconstruction Project Phase 2, Materials Testing Services Ninyo & Moore provided materials testing and inspection services for the Almond Grove Street Reconstruction Project Phase 2 in Los Gatos, which included 10 residential streets. Project improvements consisted of increased disability access, new sidewalks, driveways and concrete paved roadways. Ninyo & Moore’s services for the project included concrete mix design reviews, geotechnical earthwork observation, laboratory testing, and field compaction testing services during earthwork operations, conformance testing in the laboratory, preparation of pavement subgrade, concrete pavement section construction, sampling of concrete and testing them in the laboratory for compression testing. Ninyo & Moore provided RFI review and response, submittal review, and liaison with the project team. Progress reports were sent on a bi-weekly basis. Final verified reports were prepared at project completion to document the work performed. City of Santa Clara, On-Call Materials Testing and Inspection Services Ninyo & Moore was awarded an On-Call Materials Testing and Inspection Services contract in 2019 for a three-year term. Projects under this on-call contract consist of various capital improvement projects including street pavement reconstruction & rehabilitation, pedestrian and traffic signal improvements, building construction and renovation, storm drain and sanitary sewer pipeline and pump station rehabilitation, parks and recreation facilities construction and rehabilitation and curb ramp improvements. Ninyo & Moore is currently providing geotechnical observation and soil compaction testing for City’s 2020 Pavement Preservation Project which is Federally Funded and requires to follow Local Assistance Procedures Manual from Caltrans for sampling and testing of subgrade, aggregate base and asphalt concrete material. The project consists of removal and replacement of failed DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 11Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Experience and Expertise pavement areas, application of slurry seal surface treatments, installation of rubberized asphalt, replacement of pavement markings, and construction of new ADA-compliant curb ramps. Experienced Caltrans certified technician is assigned to perform sampling of aggregates from the batch plant and deliver to laboratory for conformance testing as well as in place density testing for sub-grade, aggregate base and asphalt concrete along with concrete sampling and testing per Caltrans testing requirements. City of Fremont, On-Call Geotechnical Consulting and Materials Testing Services Ninyo & Moore is currently retained by the City of Fremont for a 3-year On-Call Geotechnical Services contract which began in 2018 with 2 one-year extensions through June, 2023. As part of this ongoing contract, one of the projects we provided services for was performing a geotechnical evaluation for the Central Park Athletic Fields 9 and 10 Project to gather data regarding the subsurface soil and geologic conditions at the site, and provide recommendations for the design and construction of the new facility. Our scope of services for this phase of the project included review of pertinent background data, performance of a geotechnical reconnaissance, subsurface evaluation, laboratory testing, and engineering analysis with regard to the proposed construction. Ninyo & Moore prepared a report presenting our geotechnical findings, conclusions, and recommendations for the project. Prior to construction bid, Ninyo & Moore performed a geotechnical review of the plans and specifications for the proposed athletic fields. The purpose of our review was to offer an opinion as to whether the issues relating to the geotechnical conditions, as presented in our 2013 geotechnical evaluation had adequately addressed in the design documents. Ninyo & Moore also provided geotechnical earthwork observation, laboratory testing, and relative compaction field testing services during earthwork operations associated with the construction of athletic fields. Field services included drill pier observation, concrete placement inspection, sampling and testing, compaction testing of native and imported material and permeability testing of permeable base rock material. Laboratory testing services included compression testing of concrete cylinders, conformance tests of permeable base material and proctor density tests of soil. Ninyo & Moore has also provided On-Call Geotechnical and Materials Testing Services for these additional projects for the City: R Central Park Playing Fields 9 & 10 R Mill Creek & Morrison Canyon Road Landslide R Capitol Avenue Extension Project R Paseo Padre OC Settlement R Irvington Park Field Turf R Karl Nordvik Community Park R Los Cerritos Community Park R Northgate Community Park R Los Cerritos Community Park R Large Group Picnic Area R California Nursery Park R Dusterberry Park City of Oakland, On-Call Geotechnical Consulting and Materials Testing Services Ninyo & Moore was awarded several multi-year contracts to provide on-call geotechnical consulting services to the City of Oakland. Projects included as part of the contract were landslide evaluations, geotechnical studies for buildings and retaining walls, evaluation of groundwater issues, pavement failure analysis and pavement design, and geotechnical analysis for pipeline trenches. Our services have included review of aerial photographs and geologic maps, geologic and geotechnical site reconnaissance, subsurface investigations, engineering analysis, geotechnical laboratory testing, landslide monitoring, preparation of geotechnical reports, and construction observation and testing services. EAST OAKLAND SPORTS COMPLEX: Ninyo & Moore provided geotechnical engineering services for the new East Oakland Sports Complex at Ira Jinkins Park. The 14-acre site is on the south side of Edes Avenue at the location of the existing Ira Jinkins Park at an elevation of about 10 feet above mean sea level. The project included demolition of the existing community center and construction of a 155,000 square-foot, two-story sports complex containing an Olympic-size swimming pool, a recreational natatorium, gymnasium, bowling alley, and additional activity areas. Construction also included filling and grading of the parking area to an elevation of approximately 12 feet to meet the entrance of the proposed structure. The senior center/library remained in the northwest corner of the site. Ninyo & Moore’s services included review of preliminary project plans, geologic maps, stereoscopic aerial photographs, and Caltrans boring logs along I-880; a geotechnical site reconnaissance to observe the existing conditions; and drilling, sampling and logging of deep exploratory borings and installation of two monitoring wells for DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 12Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Experience and Expertise monitoring groundwater levels. Deep borings were excavated to depths of approximately 30 to 50 feet below the existing ground surface for evaluation of liquefaction potential and foundation design. Our services included a geotechnical report summarizing our findings, conclusions and recommendations for this Leed Silver certified facility. This project was recognized by APWA as one of the 2012 Projects of the Year for excellence in agency, consultant/architect/engineer and contractor cooperation and team work. A list of additional projects under this contract included: R East Oakland Sports Complex R Coliseum Intercity Rail Station R Melvin Road Slope Repair and PS&E R Castle Drive Slope Repair R Westmoreland Drive Slope Remediation R Emergency On-Call, Alvarado Road R Emergency On-Call, Westover Drive R Emergency On-Call, Thornhill Drive R Emergency On-Call, Marlborough Terrace R Emergency On-Call, Claremont Avenue R Emergency On-Call, Dwight Way R Peralta Hacienda Historical Park R Lincoln Square Park R Trash Collector, Geotechnical Evaluation & City Permit Acquisition R Lincoln Square Park R 25th Street Mini Park R West Oakland Youth Center R 601 Macarthur Blvd & 620 Wesley Avenue, PS&E Services R Tunnel Road, Geotech Feasibility Study R Owen Jones and Poplar Fields R Nichols/Base Repair Training R Grizzly Peak FDR & Additional Coring R Trash Control Units, High Street & Alameda Avenue R Linden Park R Chelton & Girvin Dr./EBMUD Water Main Rupture R AC Transit BRT Report Peer Review R Charing Cross Slope Improvement R 8350 Outlook Ave R 1630 San Pablo Peer Review R Martin Luther King Streetscape R 6th and Harrison Sinkhole R 6415 Valley View Road City and County of San Francisco, As-Needed Special Inspection and Testing Services Ninyo & Moore was awarded two consecutive multi-year contracts to provide special inspection and materials testing services for the City and County of San Francisco, Department of Public Works, Bureau of Construction Management (BCM). The initial contract began in 2003 under a two-year term which was eventually extended for an additional year. In 2006, Ninyo & Moore was awarded a second three-year contract. Our firm was recently awarded a third multi-year special inspection contract with the San Francisco Public Works. Ninyo & Moore has provided oversight of specific aspects of the construction process to document that critical structural elements comply with the work assignment’s specifications and plans and the permitting process of the City’s Department of Building Inspection and the Department of Public Works. We also provided special inspection of structural steel welding (field and shop fabrication), torque/pull tests on epoxy dowels and high strength bolting, and testing of shear walls used as shear diaphragms, and reinforced concrete. Ninyo & Moore has performed laboratory testing on soils and aggregates, sampled and tested fresh concrete, and prepared cylindrical concrete specimens for compressive strength testing. We have also performed compaction testing on grading and earthwork activities for compliance with project specifications. Projects successfully completed under this multi-year contract for the City include: R San Francisco General Hospital Medical Center Seismic Upgrade R Harding Park Clubhouse R Excelsior Branch Library R Western Addition Branch Library R 1680 Mission Street R Noe Valley Branch Library R Marina Branch Library R J.P. Murphy Clubhouse and Playground R Rochambeau Playground and Clubhouse R Coffman Pool Reconstruction R Minnie and Lovie Ward Recreation Center R Richmond Branch Library Renovation R SF Veteran Memorial Monuments R Portsmouth Square Restroom Renovation R Northbeach/Joe Di Maggio Playground R SF County Jail Deputy Station R Jones Street Rebar & Concrete Services R Bayview Opera House Plaza R Mission Cultural Center for Latino Arts R Randall Museum Renovation R 17th & Folsom Street Park R Noe Valley Town Square R Franklin Square R Silver Terrace Club House R Zuckerberg San Francisco General Hospital R SF Zoo Primate Discovery Center Exhibit R Herz Playfield ADA Improvements R Diamond Heights Blvd Pavement Renovation & Water Main Replacement R Alvord Lake Bridge Repair R Laguna Honda Hospital R Sergeant J Macaulay Playground R Curry Center Exterior Wall Repair and Roofing R Alice Chalmers Playground Renovation R Hyde & Turk Mini Park R McLaren Park Playground & Group Picnic Area R Fire Station 2 Generator Replacement R West Portal Playground R Angelo Rossi Pool Renovation R George Christopher Playground Renovation R Bayview Safe Navigation Center R Moscone Center Expansion R PHS NFS Hose Tower Removal Fire Stations #6, #11, #12, #21, #38 R Shoreview Park Renovation DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 13Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Experience and Expertise City of South San Francisco, On-Call Geotechnical Engineering and Materials Testing Services Ninyo & Moore was originally retained in 2016 by the City of South San Francisco (City) for their on-call Geotechnical Engineering and Materials Testing contract; and then recently renewed for a 3-year contract, with optional 2-year extension into 2025. As part of this ongoing contract, we performed a limited geotechnical evaluation for the proposed Pavement Rehabilitation Project along portions of Harbor Way, Littlefield Avenue, Grandview Drive, DNA Way, and Point San Bruno Boulevard in South San Francisco, California. The proposed project rehabilitated the existing pavements by using the cold-in-place recycling (CIPR) method to replace the upper portion of the pavement section. The purpose of our geotechnical evaluation was to evaluate the subsurface conditions along the proposed alignment and to provide our conclusions regarding the suitability of the CIPR method for rehabilitation of the subject pavements. Ninyo & Moore’s scope of services for this phase of the project included review of pertinent background data, performance of a limited geotechnical reconnaissance, subsurface exploration, laboratory testing, and engineering analysis with regard to the proposed construction. We performed the following tasks: a site reconnaissance to observe the general site and pavement conditions and to mark the proposed locations for subsurface exploration; a subsurface exploration consisting of fourteen hand auger borings to evaluate the pavement subgrade conditions; and laboratory testing of representative soil samples collected during our subsurface exploration. Our services were performed during normal business hours and we provided 8 field and office staff over the project duration. City of Pittsburg, Construction Material Testing, Environmental/ Hazardous Material Testing and Geotechnical Services Ninyo & Moore was retained as the City’s On-Call Construction Material Testing, Hazardous Materials Testing and Geotechnical Services consultant from 2010 to 2014, and was recently awarded a new 3-year contract. One of the projects performed included materials testing services for the construction of the safety improvements along Herb White Way between West 6th Street and West 9th Street in Pittsburg, California. Related improvements included construction of pavement section, side walk, curb & gutter, access ramps, and associated streetscaping. Materials testing services consisted of qualification review of aggregate base to check for compliance with project specifications; and compaction testing of subgrade and aggregate base. After project completion, Ninyo & Moore prepared the final report presenting the result on our field and laboratory testing services. Project consisted of the streetscaping and safety improvements along Herb White Way between West 6th Street and West 9th Street in Pittsburg. Ninyo & Moore provided oversight for the materials testing services during construction. Materials testing services consisted of qualification review of aggregate base to check for compliance with project specifications; and compaction testing of subgrade and aggregate base. After project completion, Ninyo & Moore prepared the final report of field and laboratory testing services. City of Cupertino, Sports Center Tennis Court Retaining Wall Project, Materials Testing and Special Inspection Services Ninyo & Moore was retained by the City of Cupertino to perform materials testing and special inspection for the Sports Center Tennis Court Retaining Wall Repair Project. The project consisted of a partial height concrete wall with drilled pier foundations to provide strength to an existing retaining wall that had shown signs of cracking, spalling, and tilt. Materials testing and special inspection services provided included concrete sampling and testing, shotcrete placement observation, reinforcing steel placement observation, and laboratory testing of compressive strength specimens. DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 14Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Experience and Expertise City of Cupertino, Stevens Creek Blvd at Perimeter Road Turn Pocket Extension, Materials Testing and Special Inspection Services Ninyo & Moore performed the geotechnical observation and materials testing services Stevens Creek Blvd at Perimeter Road Turn Pocket Extension project during construction. This project included the demolition of a portion of median along Stevens Creek Blvd and the extension of an existing left turn lane. Ninyo & Moore examined the condition of the exposed roadway subgrade then observed and tested the placement and compaction of base and asphalt concrete. Ninyo & Moore’s services consisted of earthwork observation and soils testing, field density testing, and submitting a grading report summarizing observations and testing. City of South San Francisco, Four Parks Project, Geotechnical and Materials Testing Services Ninyo & Moore was retained by the City of South San Francisco to perform Geotechnical observation and testing on the Four Parks Renovation Project. The four parks included Buri Buri Park, Winston Park, Francisco Terrace Park, and Clay Park. Related improvements included construction of pavement sections for parking lots, side walk, curb & gutter, access ramps, and new safety play surfaces. Geotechnical Observation and testing services consisted of qualification review of aggregate base to check for compliance with project specifications; and compaction testing of subgrade, aggregate base, and asphalt concrete. After project completion, Ninyo & Moore prepared the final report presenting the result on our field and laboratory testing services. City of South San Francisco, Obag 2 Street Rehabilitation, Materials Testing Services Ninyo & Moore was retained by the City of South San Francisco to perform Geotechnical observation and testing on the Four Parks Renovation Project. The four parks included Buri Buri Park, Winston Park, Francisco Terrace Park, and Clay Park. Related improvements included construction of pavement sections for parking lots, side walk, curb & gutter, access ramps, and new safety play surfaces. Geotechnical Observation and testing services consisted of qualification review of aggregate base to check for compliance with project specifications; and compaction testing of subgrade, aggregate base, and asphalt concrete. After project completion, Ninyo & Moore prepared the final report presenting the result on our field and laboratory testing services. DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 15Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Qualifications of Key Personnel Ninyo & Moore will lead the Town contract from our San Jose office located just 13 miles from the Town of Los Gatos. Our firm has drawn a carefully selected and qualified team of registered and certified professional engineers, special inspectors, field technicians, and laboratory personnel to ensure that the Town receives dedicated, skilled staff with local experience, management, and communication skills necessary for the successful completion of any assigned task or project. We have carefully selected our team members with consistency in mind and the intention is that these team members will serve the Town throughout the contract period of performance. If changes are required, the Town will be notified of personnel changes as soon as it comes to our attention and a transition plan will be developed and proposed. Our team will be led by Mr. Gregory Ruf, PE, GE, a Principal Engineer with 41 years of experience in the materials testing and special inspection field. Mr. Ruf will serve as the Project Manager/Point-of-Contact for the duration of the contract. He will be assisted by Mr. Ruchil Shah, Senior Project Manager. Mr. Shah has 14 years of experience and oversees materials testing and special inspection projects. Should any of our staff members On the following pages, we have included a table summarizing our project manager and key individuals which we intend to assign to this contract. Full resumes for these personnel are also provided at the end of this section. KEY PERSONNEL SUMMARY OF QUALIFICATIONS Team Member / Role Education and Training/Licenses Relevant Project Experience Gregory Ruf Principal-In-Charge / Contract Manager B.S., Civil Engineering PE 35389 (CA)GE 2940 (CA) Town of Los Gatos; Cities of San Jose, Millbrae, Santa Clara, San Carlos, Redwood City, South San Francisco, Albany, Pittsburg, Oakland, Alameda, Fremont, El Cerrito, and Los Altos; City and County of San Francisco; County of Alameda Ruchil Shah Senior Project Manager M.S., Civil EngineeringB.S., Civil Engineering Town of Los Gatos; Cities of Millbrae, Cupertino, South San Francisco, Albany, Oakland, Fremont, Richmond, Alameda, Burlingame; City and County of San Francisco; County of Alameda; County of Marin; Stanford University Qualifications of Key Personnel DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 16Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Qualifications of Key Personnel KEY PERSONNEL SUMMARY OF QUALIFICATIONS Team Member / Role Education and Training/Licenses Relevant Project Experience Bryan Steinbrueck Laboratory Manager A.S., Computer Systems Networking & TelecommunicationsA.A., Liberal Arts and Sciences/Liberal Studies ACI Concrete Strength Testing Technician ICC Spray-Applied Fireproofing Special Inspector NICET Construction Materials Testing: – Asphalt (Level II)– Concrete (Level II)– Soils (Level II) Caltrans Concrete Test Methods (CT: 105, 125 AGG, 201, 202, 205, 216, 217, 226, 227, 229, 521) Caltrans AASHTO Test Methods (T: 166, 209, 269, 275, 308) Town of Los Gatos; Cities of Millbrae, Cupertino, South San Francisco, Albany, Oakland, Fremont, Richmond, Alameda, Burlingame; City and County of San Francisco; County of Alameda; County of Marin; Stanford University Danny Winn Field Operations Manager ACI – Grade 1 ICC – Reinforced Concrete Special Inspector Caltrans Concrete Test Methods (CT: 125 AGG, 125 BIT, 125 GEN, 125 HMA, 231, 375) Town of Los Gatos; Cities of Millbrae, Cupertino, South San Francisco, Albany, Oakland, Fremont, Richmond, Alameda, Burlingame; City and County of San Francisco; County of Alameda; County of Marin; Stanford University Jalal Keramat Special Inspector B.S., Civil Engineering Engineer-In-Training, EIT #152132 ACI Concrete Field Testing Technician, Grade I; ACI Concrete Strength Testing Technician; ACI Aggregate Testing Technician Level I; ACI Concrete Laboratory Testing Technician Level I ICC Master of Special Inspection; ICC Prestressed Concrete Special Inspector; ICC Reinforced Concrete Special Inspector; ICC Spray-Applied Fireproofing Special Inspector; ICC Structural Masonry Special Inspector; ICC Structural Steel & Bolting Special Inspector; ICC Structural Welding Special Inspector Town of Los Gatos; Cities of Millbrae, Cupertino, South San Francisco, Albany, Oakland, Fremont, Richmond, Alameda, Burlingame; City and County of San Francisco; County of Alameda; County of Marin; Stanford University Johnkin Eliyeh-Ordshahi Special Inspector B.S., Materials Engineering–Metallurgy AWS Certified Welding Inspector, Level II:- ASNT Magnetic Particle Testing - ASNT Ultrasonic Testing- ASNT Liquid Penetrant Testing Cities of Millbrae, Cupertino, South San Francisco, Albany, Oakland, Fremont, Richmond, Alameda, Burlingame; City and County of San Francisco; County of Alameda; County of Marin; Stanford University Blair Schleske Field Technician B.A., Environmental Studies ACI Concrete Field Testing Technician Grade I Caltrans Concrete Test Methods (CT: 231, 375, 504, 518, 539, 540, 543, 556, 557) Town of Los Gatos; Cities of Millbrae, Cupertino, South San Francisco, Albany, Oakland, Fremont, Richmond, Alameda, Burlingame; City and County of San Francisco; County of Alameda; County of Marin; Stanford University Jonathan Urmeneta Field Technician ACI Concrete Field Testing Technician Grade I Radiation (Nuclear Gauge) User Safety Cities of Fremont, Millbrae, Santa Clara, Cupertino, South San Francisco, Albany, Oakland, Burlingame; City and County of San Francisco; County of San Mateo; Stanford University Peter Manchester Field Technician ACI Concrete Field Testing Technician Grade I Certified Pervious Concrete Technician Radiation (Nuclear Gauge) User Safety Caltrans Concrete Test Methods (CT: 125 AGG, 125 BIT, 125 GEN, 125 HMA, 231, 375) Town of Los Gatos; Cities of Fremont, Santa Clara, Millbrae, Cupertino, South San Francisco, Albany, Alameda, Burlingame; City and County of San Francisco; Contra Costa County; County of San Mateo; Stanford University DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 17Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Qualifications of Key Personnel PERSONNEL ROLES Ninyo & Moore’s project personnel are certified in their specific disciplines and are fully committed to providing the necessary resources for successful completion of this contract. Provided below are descriptions of the type of work to be performed by our key personnel. Principal-In-Charge/Contract Manager As the Principal-In-Charge and Contract Manager, Mr. Gregory Ruf, PE, GE, commits the complete resources of Ninyo & Moore to this contract. Mr. Ruf directs and supervises geotechnical investigations and materials testing and inspection projects, reviews soil and foundation reports and specifications, and provides technical guidance and support to the engineering staff. Mr. Ruf has 41 years of experience providing geotechnical services for public works, schools, and infrastructure projects for cities, counties, Caltrans, Department of Water Resources and U.S. Army Corps of Engineers. His role for this contract includes the following: R Primary point-of-contact to Town personnel; R Work closely with the Town’s Project Manager, Construction Manager and Project Inspector to ensure all services are provided in a timely and professional manner; R Staff the project with the highly qualified and experienced special inspectors who are thoroughly familiar with the project nuances, schedules and budget; R Make routine site visits and attend pre-construction meetings, including any other meetings, as requested by the Town; R Organize, direct and oversee project tasks including providing QA/QC oversight; R Create and issue a budget breakdown spreadsheet, upon request, which shall be included with our invoice on a monthly basis, with all supporting/required data; R Implement pro-active approach systems for all special inspection activities; R Provide technical support; R Review all daily field reports, laboratory reports, concrete mix designs and welding procedures submittal reviews; and R Expedite reports for project close out, including final verified reports and affidavits, within the Town’s time constraints. Senior Project Manager Mr. Ruchil Shah will serve as the Senior Project Manager for this contract. He will be fully engaged in the day-to-day management and committed to stay with the project for the duration of the project. As a Senior Project Manager for Ninyo & Moore, Mr. Shah has 14 years of materials testing experience in project management, planning, design, engineering and estimating, material testing and inspection infrastructure projects. These projects include public and private construction, highways, roadways and bridges, commercial, residential and schools. Mr. Shah has provided materials testing and inspection services involving structural steel welding, concrete, reinforcing steel, post-tensioned concrete, masonry, roofing, fireproofing, soil compaction and epoxy and anchor bolts/dowel installation. His responsibilities will include, but are not limited to, the following: R Act as the liaison with the Town’s Project Manager; R Review all data collected, engineering analyses performed and report drafts; R Staff the project with qualified, experienced personnel who are familiar with the main elements of each assignment and have an understanding of the technology required to attain the project goals; R Assure that key personnel are available as planned; R Organize, direct and oversee project tasks and provide QA/QC oversight; R Establish and follow through on milestones; R Establish, review and monitor budgets, and implement cost control procedures; R Prepare cost and performance reports, and manage funds for labor and materials procurement, as necessary; R Assure compliance with regulatory agency protocol; and R Assure that work is completed within the required timeframe and approved cost. Field Operations Manager Mr. Danny Winn, ACI, ICC, will serve as the Field Operations Manager for this contract. Mr. Winn has 16 years of experience working closely with Ninyo & Moore’s field technicians and special inspectors to implement our geotechnical design and earthwork recommendations by performing earthwork observation, materials sampling, and field density testing for construction projects. DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 18Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Qualifications of Key Personnel Laboratory Manager Mr. Bryan Steinbrueck, ACI, NICET, Caltrans, will serve as Laboratory Manager and has 21 years of experience. His responsibilities will include: R Review material samples delivered to the laboratory from the job site, issue sample numbers with due dates and assign task to laboratory technicians; R Perform laboratory tests and review results for soil, aggregates and asphalt concrete samples and compression tests of concrete cylinders, shotcrete, cores, non-shrink grout, masonry grout and mortar samples. masonry grout and mortar; and R Prepare test data sheets, review and distribute laboratory reports to the project team by email. Special Inspectors and Field Technicians The inspection responsibilities will be assigned to these Special Inspectors/Field Technicians: Mr. Danny Winn, ACI, ICC, Caltrans Mr. Blair Schleske, ACI, Caltrans Mr. Jalal Keramat, ACI, AWS-CWI, ICC, DSA Mr. Jonathan Urmeneta, ACI Mr. Johnkin Eliyeh-Ordshahi, AWS-CWI Mr. Peter Manchester, ACI, Caltrans Their duties will include: R Observe grading operations and perform soil sampling and compaction testing; R Observe placement and perform sampling and compaction testing of asphalt concrete; R Observe concrete placement when required; R Test concrete and obtain samples as required; R Perform other testing and inspections as directed by the Town; and R Prepare electronic daily reports on-site and maintain one copy in the field file at the Town’s field office. DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 19Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Qualifications of Key Personnel GEOTECHNICAL ENGINEERS/GEOLOGISTS Ransom Hennefer, PE, GE, ACI, ICC Peter Connolly, PE, GE David Seymour, PG, CEGKenneth Celino, EITJose Cedano ORGANIZATION CHART Provided below is an Organization Chart identifying Ninyo & Moore’s proposed team for this contract. Full resumes of key personnel noted with asterisk are provided after this organization chart. LABORATORY MANAGER Bryan Steinbrueck, ACI, ICC, NICET, Caltrans LABORATORY TECHNICIAN Nicholas Mahnke, ACI PRINCIPAL-IN-CHARGE/CONTRACT MANAGER Gregory Ruf, PE, GE HEALTH & SAFETY ADVISOR Stephen Waide, CIH, CSP, CMC, CIEC DISPATCHER Alysia Hayes FIELD OPERATIONS MANAGER Danny Winn, ACI, ICC, Caltrans SPECIAL INSPECTORS / FIELD TECHNICIANS Blair Schleske, ACI, Caltrans Chad Stellern, ACI, ICCDavid Gesinger, AWS-CWI, NDTGary Wills, ACI, ICCJalal Keramat, ACI, AWS-CWI, ICC, DSAJames Torrez, ACI, ICC Johnkin Eliyeh-Ordshahi, AWS-CWI, NDTJonathan Urmeneta, ACI Joshua Muller, ACIMike Samarah, ACI, ICCPeter Manchester, ACI, Caltrans Sidney Holter, AWS-CWI Silas Byers, ACITimothy Watson, ACITimothy Nguyen, ACI, ICCTyler Menniti, AWS-CWI Key personnel; resumes provided on the following pages SENIOR PROJECT MANAGER Ruchil Shah CONSTRUCTION SERVICES ENGINEER Lothus Hennefer, ACI, ICC DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 20Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Qualifications of Key Personnel As a Principal Engineer/Director of Construction Services for Ninyo & Moore, Mr. Ruf has 40 years of experience in the construction inspection and materials testing industry. The foundation of Mr. Ruf’s approach to providing construction services is based on his many years of experience working in construction materials testing laboratories and on project sites as an inspector, materials tester and engineer. His extensive experience in the field of construction services also includes development and supervision of special inspection field staff, as well as management of laboratory departments subject to review and approval of numerous agencies including Caltrans, AASHTO, the California Department of General Services, California Division of the State Architect (DSA), State of California Office of Statewide Health Planning and Development (OSHPD), Army Corp of Engineers, and local City and County Building Officials. In addition to his experience in construction inspection and testing, Mr. Ruf has been actively involved in providing geotechnical engineering services during both the design- and construction-related phases of a wide variety of public and private-sector projects over the past 35 years. EXPERIENCE City of San Jose, Master Agreement for Special Inspections and Material Testing Services, San Jose, California: Project Manager for on-call services contract with discrete projects authorized under task orders. Each assignment required development of a scope of inspection and materials testing services, a staffing plan and budget. Projects serviced included, but were not limited to: two fire stations, three libraries and a recycling center inclusive of both on-site and off-site construction. Mr. Ruf’s responsibilities included assignment and direct supervision of qualified special inspectors and materials testers, oversight of laboratory testing, review of daily field test reports and production of summary reports, and review of laboratory testing assignments and completed test reports. His engineering responsibilities included review of materials submittals for aggregates, portland cement concrete and welding procedure specifications and his project management responsibilities include summary report production, review of invoicing and budget review. Stanford University, Middle Plaza Mixed Use Project, Menlo Park, California: Principal-In-Charge during construction inspection and materials testing services for a mixed-use project which includes 215 rental housing units, a state-of-the art fitness center, swimming pool and spa, 145,000 square feet of three commercial offices, 10,000 square feet of retail space, and a half-acre publicly-accessible plaza, all over the underground parking. Ninyo & Moore successfully performed inspection and testing for reinforcing steel, structural concrete and shotcrete, structural steel welding, post installed and seismic anchors including pull and torque testing, high strength bolting, fireproofing inspections and testing including density and thickness testing and intumescent pain inspection. Our welding inspectors from other offices provided out-of-state fabrication and welding inspections, including NDT Level II inspectors for ultrasonic testing. We have been providing field and laboratory reports as a backup with every invoice, including a summary of all invoices to date. Our on-site and off-site staff communicate regularly with the project team and worked diligently to resolve any issues as they arise, as well as evaluated staffing and budget on a weekly basis. US 101 Improvement Project, Capitol Expressway to Yerba Buena Interchange, San Jose, California: Project Manager (on behalf of Signet Testing Labs) responsible for technical oversight of the Quality Assurance testing services provided to the Santa EDUCATION B.S., Civil Engineering, 1979, San Jose State University, San Jose, California REGISTRATIONS/ CERTIFICATIONS PE 35389 (California) GE 2940 (California) ACI Concrete Field Testing Technician Grade I ACI Concrete Strength Testing Technician PROFESSIONAL AFFILIATIONS Construction Management Association of America Gregory J. Ruf, PE, GE Principal-In-Charge/Contract Manager DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 21Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Qualifications of Key Personnel Clara Valley Transportation Authority on this Caltrans Local Assistance project, which made improvements to Interchange at Capitol Expressway and ramp modifications at Yerba Buena Road. These improvements included construction of a separate Yerba Buena Road off-ramp from southbound US 101, a southbound US 101 auxiliary lane between the Capitol Expressway and Yerba Buena Road, modification of the Capitol Expressway Interchange from full cloverleaf to partial cloverleaf, extension of the fifth southbound lane from north of Capitol Expressway to south of Yerba Buena Road, and construction of a northbound slip on- ramp from northbound collector - distributor road. Mr. Ruf provided direct supervision of materials testers assigned to the project, review of daily field test reports, and review of laboratory testing assignments and completed test reports. His engineering responsibilities included review of materials submittals for aggregates, portland cement concrete and asphalt concrete and his project management responsibilities included summary report production, review of invoicing and budget review. Caltrans District 4 North On-Call Contract 04A3706, Counties of Alameda, Contra Costa, Marin, Napa, San Francisco, San Mateo, Santa Clara, Solano and Sonoma, California: Project Manager (on behalf of Signet Testing Labs) responsible for providing qualified materials testing technicians in support of Caltrans staff in the Caltrans North Bay Materials Labs and the construction projects supported by those labs. As many as eight (8) technicians have been assigned to provide materials sampling and testing services for department projects in District 4 North. Mr. Ruf’s responsibilities included technical oversight and staff training for on-call technicians providing materials sampling and testing services to Caltrans laboratory in Pleasant Hill. Responsibilities also included assisting Caltrans Lab Manger with selection of technicians from the available pool at Signet, as well as with our DBE subconsultants, provided project management assistance including review of invoicing and resource support. I-280/I-880 Stevens Creek Improvements, San Jose, California: Project Manager (on behalf of Signet Testing Labs) responsible for technical oversight of the Quality Assurance testing services provided to the Santa Clara Valley Transportation Authority on this Caltrans Local Assistance project, which made improvements to traffic flow, safety and access between the Interstate 280 (I-280) and Interstate 880 (I-880) freeway corridors near Stevens Creek Boulevard, including modifications to the freeway-to-freeway intersection of State Route 17 (SR-17)/I-280/I-880 freeway interchange, as well as the adjacent interchanges at I-880/Stevens Creek Boulevard. These improvements included reconfiguring the existing full cloverleaf I-880/Stevens Creek Boulevard interchange by widening and realigning ramps, widening the overcrossing structure at Stevens Creek Boulevard over I-880, improving intersections and providing enhanced access for pedestrians and bicyclists, Separating freeway-to-freeway traffic from local traffic by constructing a new direct connector from northbound I-280 to northbound I-880, constructing direct off ramps to Monroe Street from Southbound I-880. Mr. Ruf provided direct supervision of materials testers assigned to the project, review of daily field test reports, and review of laboratory testing assignments and completed test reports. His engineering responsibilities included review of materials submittals for aggregates, portland cement concrete and asphalt concrete and his project management responsibilities included summary report production, review of invoicing and budget review. State Route 238 Improvements, Hayward, California: Project Manager (on behalf of Signet Testing Labs) responsible for technical oversight of the Quality Assurance testing services provided on this Caltrans Local Assistance project, which made improvements to traffic flow, safety, access and aesthetics of State Route 238 through the heart of the City of Hayward. Construction included extensive pavement rehabilitation and reconstruction, installation of new traffic lights and lighting, sidewalks, underground utilities, and landscaping. Mr. Ruf provided direct supervision of materials testers assigned to the project, review of daily field test reports, and review of laboratory testing assignments and completed test reports. His engineering responsibilities included review of materials submittals for aggregates, portland cement concrete and asphalt concrete and his project management responsibilities included summary report production, review of invoicing and budget review. US Highway 101 / State Route 85 Interchange Reconstruction, Mountain View, California: Project Manager for geotechnical and materials investigations, as well as the environmental hazardous materials investigation, and supervision of teams of Geotechnical Engineers and Geologists during the initial stages of the project. The project was completed in 2006 and consisted of a $125 million reconstruction of the northern Highway 85/101 interchange in Mountain View, with the original ramps (built circa 1965) replaced and new carpool-to-carpool and other ramps added. Mr. Ruf was responsible for resource, schedule and budget management and for determining and maintaining compliance with Caltrans standards and requirements for the materials and structures investigations. Gregory J. Ruf Principal-In-Charge/Contract Manager DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 22Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Qualifications of Key Personnel As a Senior Project Manager for Ninyo & Moore, Mr. Shah has 13 years of experience in project management, planning, design, engineering and estimating, material testing and inspection for building construction and infrastructure development projects. These projects include public and private construction, highways, roadways and bridges, commercial, residential, universities and school districts. Mr. Shah provides project management to the Construction Services Division at Ninyo & Moore and has managed over 30 projects including universities, school modernization and renovation projects (DSA), residential and commercial projects and post tensioned parking structure projects. He has worked as a project manager on the projects providing inspection and testing for structural steel welding, concrete, reinforcing steel, post-tensioned concrete, masonry, roofing, fireproofing, soil compaction and epoxy and anchor bolts/dowel installation. EXPERIENCE City of Fremont, Central Park Fields 9 & 10 Project, Fremont, California: Project Manager for project involving geotechnical earthwork observation, laboratory testing, and relative compaction field testing services during earthwork operations associated with the construction of athletic fields. Field services included drill pier observation, concrete placement inspection, sampling and testing, compaction testing of native and imported material and permeability testing of permeable base rock material. Laboratory testing services included compression testing of concrete cylinders, conformance tests of permeable base material and proctor density tests of soil. City of Santa Clara, Street Rehabilitation Project, Santa Clara, California: Designed 100,000 sf of heavy industrial, commercial and residential distressed streets with Traffic Index (TI) ranging from 4 to 12. Prepared geometric design and plans and specifications and QC procedures. Also worked as quality control project manager during construction and monitored soil and asphalt testing. City of San Leandro, Rehabilitation of 14 Streets, San Leandro, California: Worked as a project engineer and designed 14 heavy industrial and residential streets with Traffic Index (TI) ranging from 4 to 12. Managed coring operation for soil sampling, involved in lab testing and designed base and sub-base section of the pavement. Also worked as a quality control project manager during construction and monitored soil and asphalt testing. City and County of San Francisco, As-Needed Special Inspection and Materials Testing Contract, San Francisco, California: Project Manager for multi-year contracts to provide special inspection and materials testing services. We provided structural steel welding inspection (field and shop fabrication), torque/pull tests on epoxy dowels and high strength bolting, and testing of shear walls used as shear diaphragms, and reinforced concrete. We also performed laboratory testing on soils and aggregates, sampled and tested fresh concrete, and prepared cylindrical concrete specimens for compressive strength testing, as well as compaction testing on grading and earthwork activities for compliance with project specifications.. City of South San Francisco, Four Parks Project, South San Francisco, California: Project Manager for a geotechnical observation and testing on the Four Parks Renovation Project. The four parks included Buri Buri Park, Winston Park, Francisco Terrace Park, and Clay Park. Related improvements included construction of pavement sections for parking lots, side walk, curb & gutter, access ramps, and EDUCATION M.S., Civil Engineering, 2007, San Jose State University, San Jose, California B.S., Civil Engineering, 2006, Nirma Institute of Technology (N.I.T.), Ah-medabad, Gujarat, India REGISTRATIONS/CERTIFICATIONS Engineer In Training, #138505 (California) PROFESSIONAL AFFILIATIONS American Council of Engineering Companies American Public Works Association American Society of Civil Engineers Society of American Military Engineers Ruchil R. Shah Senior Project Manager DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 23Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Qualifications of Key Personnel new safety play surfaces. Geotechnical Observation and testing services consisted of qualification review of aggregate base to check for compliance with project specifications; and compaction testing of subgrade, aggregate base, and asphalt concrete. After project completion, Ninyo & Moore prepared the final report presenting the result on our field and laboratory testing services. City of Richmond Fire Station Number 68, Richmond, California: Project Manager provided construction materials testing services to the City of Richmond for the Fire Station Number 68 remodel project which consisted of remodeling the existing rest rooms at the station. Services provided included reinforcing steel placement inspection, concrete placement inspection, concrete sampling, adhesive anchor placement inspection, plywood nailing inspection, and concrete laboratory compression testing. City of Richmond Booker T. Anderson Park Beam Replacement, Richmond, California: Ninyo & Moore provided construction materials testing services to the City of Richmond for the beam replacement project at Booker T. Anderson Park in Richmond. Services provided were structural steel welding inspection and load testing of anchor bolts. BART Extension to Berryessa, San Jose, California: Project Manager during materials testing and inspection services for construction of a new BART extension from Fremont to Berryessa in San Jose, California, with two stations and parking garages. Ninyo & Moore provided geotechnical earthwork observation, laboratory testing, and field compaction testing services during earthwork operations associated with railway tracks, ballast and subballast conformance testing in the laboratory, placement of utility trench backfill, preparation of pavement subgrade, and pavement section construction, sampling of concrete and testing them in the laboratory for compression testing, structural steel welding inspection and vibration and noise monitoring during pile driving operations. Stanford University, Middle Plaza Mixed Use Project, Menlo Park, California: Project Manager during construction inspection and materials testing services for a mixed-use project which includes 215 rental housing units, a state-of-the art fitness center, swimming pool and spa, 145,000 square feet of three commercial offices, 10,000 square feet of retail space, and a half-acre publicly-accessible plaza, all over the underground parking. Ninyo & Moore successfully performed inspection and testing for reinforcing steel, structural concrete and shotcrete, structural steel welding, post installed and seismic anchors including pull and torque testing, high strength bolting, fireproofing inspections and testing including density and thickness testing and intumescent pain inspection. Our welding inspectors from other offices provided out-of-state fabrication and welding inspections, including NDT Level II inspectors for ultrasonic testing. We have been providing field and laboratory reports as a backup with every invoice, including a summary of all invoices to date. Our on-site and off-site staff communicate regularly with the project team and worked diligently to resolve any issues as they arise, as well as evaluated staffing and budget on a weekly basis. Stanford University, Comstock Graduate Housing, Stanford, California: Project Manager for the Comstock Graduate Housing center that consists of 4 residential buildings and 1 commons building. The four-story residential housing buildings each total roughly 65,000 square feet in size and are rested on continuous footings with slabs-on-grade. These buildings will comprise of precast concrete for the walls, columns, beams, including elevated slabs and roof planks. The two-story commons building totals approximately 23,000 square feet in size and will have one level of below grade construction comprised of shotcrete walls. Oversaw multi-certified inspector on site who can cover multiple inspection and testing. This helps control budget and provide one point of contact on site. Distributed inspection and testing report on a bi-weekly basis. Santa Clara Valley Water District, Permanente Creek Flood Protection Project, Construction Inspection Services, Los Altos/Mountain View, California: Project Manager during construction materials testing and inspection services project for the Santa Clara Valley Water District Permanente Creek Flood Protection project located in Santa Clara County. Our services also included pre-construction and post-construction condition surveys on over 50 structures located along the project alignment and vibration monitoring services during construction. The project included construction of new floodwalls and levees as well as channel widening and flood detention areas to provide natural flood protection for approximately 2,200 properties. The conditions surveys included photographs and video documentation of the structure exteriors, flatwork, and other improvements and measurements of existing cracks (lengths and widths), separations, and other notable features. Construction testing and inspections included geotechnical, reinforcement steel, and concrete related services. Ruchil R. Shah Senior Project Manager DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 24Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Qualifications of Key Personnel As a Laboratory Manager, Mr. Steinbrueck has over 20 years of construction laboratory testing and materials testing experience and has held multiple AASHTO, CCRL, NICET, ACI laboratory certifications for over 10 years. With his many years of hands-on materials testing, he has the knowledge to efficiently and accurately complete the laboratory testing, as well as soil and aggregates testing. Projects he has provided services for, include K-12 schools, community colleges, public agencies, transportation, commercial developers and residential. He has excellent time management skills and is highly proficient in performing laboratory testing per ASTM, Caltrans, AASHTO and CBC test methods. He has a positive attitude and is able to communicate well with all levels of management. EXPERIENCE Town of Los Gatos, Almond Grove Phase 2, Los Gatos, California: Laboratory Manager for materials testing and inspection services project for the Almond Grove Street Reconstruction Project Phase 2 in Los Gatos, which included 10 residential streets. Project improvements consisted of increased disability access, new sidewalks, driveways and concrete paved roadways. Our services included trench backfill placement observation, moisture content testing of aggregate base, and compaction testing of trench backfill. City of Fremont, On-Call Geotechnical Services Contract, Fremont, California: Ninyo & Moore is currently retained by the City of Fremont for this 3-year on-call Geotechnical Services contract beginning in 2018 with 2 one-year extensions through June, 2023, for which we perform geotechnical earthwork observation, laboratory testing, and relative compaction field testing services during earthwork operations associated with the construction of athletic fields. Field services include drill pier observation, concrete placement inspection, sampling and testing, compaction testing of native and imported material and permeability testing of permeable base rock material. Laboratory testing services include compression testing of concrete cylinders, conformance tests of permeable base material and proctor density tests of soil. City of Fremont, Central Park Large Group Picnic Area, Fremont, California: Laboratory Manager during geotechnical evaluation for the City of Fremont’s new large group picnic area in Central Park. Project included a new main restroom and concessions building, bocce ball and volleyball courts, outdoor seating, shade structures, picnic areas, playground structure, sidewalks, hardscape, landscaping, and other miscellaneous improvements. City of Fremont, Central Park Fields 9 and 10, Fremont, California: Laboratory Manager during geotechnical earthwork observation, laboratory testing, and relative compaction field testing services during earthwork operations associated with the construction of athletic fields. Field services included drill pier observation, concrete placement inspection, sampling and testing, compaction testing of native and imported material and permeability testing of permeable base rock material. Laboratory testing services included compression testing of concrete cylinders, conformance tests of permeable base material and proctor density tests of soil. City of Burlingame, Skyline Park Project, Geotechnical Evaluation and Construction Services, Burlingame, California: Laboratory Manager during geotechnical evaluation for the Skyline Park Project located on the west side of Skyline Drive just north of Rivera Drive in Burlingame. Proposed improvements consisted of a new parking lot with retaining walls. Our geotechnical evaluation included a subsurface evaluation, laboratory testing of selected soil samples, engineering analysis, and recommendations for pavement and retaining wall design and earthwork operations. Currently providing geotechnical observation and testing services during construction, including subgrade preparation, foundation observations, and testing for soil compaction. EDUCATION A.S., Computer Systems Networking and Telecommunications, 2004, Brooks College, Sunnyvale, California A.A., Liberal Arts and Sciences/Liberal Studies, 2000, De Anza College, Cupertino, California CERTIFICATIONS ACI Concrete Strength Testing Technician, #01047844 ICC Spray-Applied Fireproofing Special Inspector, #8408634 NICET Construction Materials Testing – Asphalt (Level II) NICET Construction Materials Testing – Concrete (Level II) NICET Construction Materials Testing – Soils (Level II) Caltrans Concrete Test Methods (CT: 105, 125 AGG, 201, 202, 205, 216, 217, 226, 227, 229, 521) Caltrans AASHTO Test Methods (T: 166, 209, 269, 275, 308) Radiation (Nuclear Gauge) User Safety Radiation (Nuclear Gauge) Safety Officer Bryan Steinbrueck, ACI, ICC, NICET, Caltrans Laboratory Manager DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 25Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Qualifications of Key Personnel As a Field Operations Manager for Ninyo & Moore, Mr. Winn has 15 years of experience and works closely with our field technicians and special inspectors to provide reinforcing steel and concrete placement inspections, prestressed concrete placement inspections, structural steel bolting inspection and also perform earthwork observation, materials sampling, and field density testing for construction projects. EXPERIENCE Town of Los Gatos, Almond Grove Phase 2, Los Gatos, California: Field Technician for materials testing and inspection services project for the Almond Grove Street Reconstruction Project Phase 2 in Los Gatos, which included 10 residential streets. Project improvements consisted of increased disability access, new sidewalks, driveways and concrete paved roadways. Our services included trench backfill placement observation, moisture content testing of aggregate base, and compaction testing of trench backfill. City of Fremont, Central Park Fields 9 and 10, Fremont, California: Field Technician for project involving geotechnical earthwork observation, laboratory testing, and relative compaction field testing services during earthwork operations associated with the construction of athletic fields. Field services included drill pier observation, concrete placement inspection, sampling and testing, compaction testing of native and imported material and permeability testing of permeable base rock material. Laboratory testing services included compression testing of concrete cylinders, conformance tests of permeable base material and proctor density tests of soil. City of Fremont, Central Park Large Group Picnic Area, Fremont, California: Field Technician for project involving a geotechnical evaluation and materials testing and inspection for the City of Fremont’s new large group picnic area. Project included a new main restroom and concessions building, bocce ball and volleyball courts, outdoor seating, shade structures, picnic areas, playground structure, sidewalks, hardscape, landscaping, and other miscellaneous improvements. City of Redwood City, Sanitary Sewer Replacement Project, Redwood City, California: Field Technician during on-call construction materials testing services contract with the City of Redwood City. This Sanitary Sewer Replacement project consisted of excavation and backfill for sewer mains and our services included laboratory testing for soils and aggregates, and field density testing of backfill. City of Richmond Fire Station, Richmond, California: Field Technician provided construction materials testing services to the City of Richmond for the Fire Station Number 68 remodel project which consisted of remodeling the existing rest rooms at the station. Services provided included reinforcing steel placement inspection, concrete placement inspection, concrete sampling, adhesive anchor placement inspection, plywood nailing inspection, and concrete laboratory compression testing. Oroville Dam Emergency Spillway Recovery, Oroville, California: Field Technician for the special inspection and materials testing services of the Oroville Emergency Spillway Recovery project. During the winter rains of 2016 and 2017, the existing spillway had eroded, dangerously causing a significant hazard for the downstream residents. Ninyo and Moore was retained by Kiewit to perform Quality Control for the project. Approximately 1,000,000 cubic yards of Roller Compacted Concrete was placed along with nearly 500,000 cubic yards of structural concrete. Testing included laboratory and field sampling of the concrete, laboratory testing of the aggregates and various testing of miscellaneous structural backfill and placement of Roller Compacted Concrete. EDUCATION Shasta College – Coursework, Redding, California CERTIFICATIONS ACI – Grade 1 ICC – Reinforced Concrete Special Inspector Nuclear Gauge Certification Caltrans Concrete Test Methods (CT: 125 AGG, 125 BIT, 125 GEN, 125 HMA, 231, 375) Danny Winn, ACI, ICC, Caltrans Field Operations Manager DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 26Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Qualifications of Key Personnel Jalal Keramat, ACI, AWS-CWI, ICC, DSA Special Inspector As a Special Inspector for Ninyo & Moore, Mr. Keramat has 14 years of experience and works closely with our field technicians and special inspectors to provide reinforcing steel and concrete placement inspections, prestressed concrete placement inspections, structural steel bolting inspection and also perform earthwork observation, materials sampling, and field density testing for construction projects. EXPERIENCE Town of Los Gatos, Almond Grove Street Reconstruction Project Phase 2, Los Gatos, California: Special Inspector during materials testing and inspection services for project which included improvements consisting of increased disability access, new sidewalks, driveways and concrete paved roadways on 10 residential streets. Our services included trench backfill placement observation, moisture content testing of aggregate base, and compaction testing of trench backfill. Santa Clara Valley Water District, Permanente Creek Flood Protection Project, Construction Inspection Services, Los Altos/Mountain View, California: Special Inspector during construction materials testing and inspection services project for the Santa Clara Valley Water District Permanente Creek Flood Protection project located in Santa Clara County. Our services also included pre-construction and post-construction condition surveys on over 50 structures located along the project alignment and vibration monitoring services during construction. The project included construction of new floodwalls and levees as well as channel widening and flood detention areas to provide natural flood protection for approximately 2,200 properties. The conditions surveys included photographs and video documentation of the structure exteriors, flatwork, and other improvements and measurements of existing cracks (lengths and widths), separations, and other notable features. Construction testing and inspections included geotechnical, reinforcement steel, and concrete related services. City of South San Francisco, Four Parks Project, South San Francisco, California: Special Inspector for a geotechnical observation and testing on the Four Parks Renovation Project. The four parks included Buri Buri Park, Winston Park, Francisco Terrace Park, and Clay Park. Related improvements included construction of pavement sections for parking lots, side walk, curb & gutter, access ramps, and new safety play surfaces. Geotechnical Observation and testing services consisted of qualification review of aggregate base to check for compliance with project specifications; and compaction testing of subgrade, aggregate base, and asphalt concrete. After project completion, Ninyo & Moore prepared the final report presenting the result on our field and laboratory testing services. Stanford University, Middle Plaza Mixed Use Project, Menlo Park, California: Special Inspector during construction inspection and materials testing services for a mixed-use project which includes 215 rental housing units, a state-of-the art fitness center, swimming pool and spa, 145,000 square feet of three commercial offices, 10,000 square feet of retail space, and a half-acre publicly-accessible plaza, all over the underground parking. Ninyo & Moore successfully performed inspection and testing for reinforcing steel, structural concrete and shotcrete, structural steel welding, post installed and seismic anchors including pull and torque testing, high strength bolting, fireproofing inspections and testing including density and thickness testing and intumescent pain inspection. Our welding inspectors from other offices provided out-of-state fabrication and welding inspections, including NDT Level II inspectors for ultrasonic testing. We have been providing field and laboratory reports as a backup with every invoice, including a summary of all invoices to date. Our on-site and off-site staff communicate regularly with the project team and worked diligently to resolve any issues as they arise, as well as evaluated staffing and budget on a weekly basis. EDUCATION B.S., Civil Engineering, 2004, Azad University, Ghaemshahr, Iran REGISTRATIONS/CERTIFICATIONS Engineer-In-Training, EIT #152132 ACI Concrete Field Testing Technician Grade I ACI Concrete Strength Testing Technician ACI Aggregate Testing Technician Level I ACI Concrete Laboratory Testing Technician Level I AWS Certified Welding Inspector (CWI) #20024911 ICC Master of Special Inspection, #8255109 ICC Prestressed Concrete Special Inspector, #8255109 ICC Reinforced Concrete Special Inspector, #8255109 ICC Spray-Applied Fireproofing Special Inspector, #8255109 ICC Structural Masonry Special Inspector, #8255109 ICC Structural Steel & Bolting Special Inspector, #8255109 ICC Structural Welding Special Inspector, #8255109 DSA Masonry Special Inspector, #6074 DSA Shotcrete Special Inspector, #6055 Radiation (Nuclear Gauge) User Safety OSHA 10 Hour Certification Hazard Recognition Training DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 27Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Qualifications of Key Personnel Johnkin Eliyeh-Ordshahi, AWS-CWI NDT Level II Special Inspector EDUCATION B.S., Materials Engineering–Metallurgy, 2008, Tehran, Iran REGISTRATIONS/CERTIFICATIONS AWS Certified Welding Inspector (CWI) #18010821 ASNT Magnetic Particle Testing Level II ASNT Ultrasonic Testing Level II ASNT Liquid Penetrant Testing Level II As a Special Inspector for Ninyo & Moore, Mr. Eliyeh-Ordshahi performs on a multitude of projects. He holds an AWS certification and performs inspections of the project elements including concrete, steel, high-strength bolts, masonry, shotcrete, fireproofing, and welding both in the fabrication shop and at the site. His project experience includes schools, universities, airports, municipal structures, bridges, roadways, pipelines, pump stations and commercial and retail buildings. EXPERIENCE City and County of San Francisco, On-Call Special Inspection and Testing Contract, San Francisco, California: Special Inspector during On-Call contract for various Capital Improvement projects. Work involved on-site inspections for reinforcing steel and structural concrete placement, concrete batch plant inspections, sampling and testing concrete cylinders, epoxy dowel and post installed anchors installation including pull testing and torque testing, high strength bolts placement inspection, sampling and testing and fireproofing inspections. Ms. Watkins worked diligently with City inspector and contractors to solve any non-conformances immediately and distributed inspection reports electronically to the project team on a daily basis. Stanford University, 3181 Porter Drive Redevelopment, Stanford, California: Special Inspector responsible for providing materials testing services which included reinforcing steel inspection, concrete placement inspection and concrete sampling including testing and inspection of two approximately 5,000 cubic yard mat foundation concrete pours. Additional construction services included non-shrink grout placement and sampling, post-installed anchor installation inspection, high strength bolting inspection, non-destructive testing, and structural steel welding inspection onsite and in fabrication shops in California, Nevada, and Idaho. Stanford University, Bass Biology Building, Stanford, California: Special Inspector during materials testing and special inspection services for two Stanford University projects. The Stanford Bass Biology Building project consisted of a four-story, above-grade research facility with a one level basement. The facility includes research laboratories, offices, administrative spaces, and meeting spaces. Adjacent to the Bass Biology Building is the Stanford Regional Loading Dock project which consists of a below-grade dock that will centralize delivery services and minimize travel distances to the Old Chemistry, Gilbert, Herrin and Bass Biology buildings. The basement level dock will be enclosed by a concrete roof structure at the surface level above. Stanford University, Chem-H & SNI Building, Stanford, California: Special Inspector provided structural steel welding inspection in the shop and field. Chem-H & SNI Building project included construction of a 230,000 square foot, three story laboratory building with basement. It included a structural retaining wall designed to support the partial demolition of an existing ice storage tank on the northwest side of the project site as well as a below-grade tunnel that connected the existing Clark/RAF/Fairchild tunnel to the new Chem-H & SNI building. Services included project management, reinforcing steel inspection, concrete sampling and testing, non-shrink grout placement inspection, shotcrete sampling and testing, masonry inspection, ultrasonic testing for steel welding and shop and field welding inspections. Stanford University, Center of Academic Medicine (CAM) Building, Stanford, California: Special Inspector for the structural steel welding and non-destructive testing, including ultrasonic and magnetic particle testing in the shop and field. Project consists of a four story, 170,000 square foot, office and administration building with four above-grade floors and a three-story underground parking structure below the building. Prepare and maintain a list of structural steel elements being inspected and in conformance along with a list of non conformances items and brings them to project team’s attention. DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 28Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Qualifications of Key Personnel Blair R. Schleske, ACI, Caltrans Field Technician As a Field Technician for Ninyo & Moore, Mr. Schleske has 5 years of experience performing materials testing in a wide variety of construction projects including concrete and reinforcing steel, and geotechnical observation and testing. His experience involves projects that have included parking garages, data centers, large-scale commercial retail development, highway/roadway, hotels, infrastructure, school districts and wastewater treatment plants. EXPERIENCE Town of Los Gatos, Almond Grove Phase 2, Los Gatos, California: Field Technician for materials testing and inspection services project for the Almond Grove Street Reconstruction Project Phase 2 in Los Gatos, which included 10 residential streets. Project improvements consisted of increased disability access, new sidewalks, driveways and concrete paved roadways. Our services included trench backfill placement observation, moisture content testing of aggregate base, and compaction testing of trench backfill. BART Extension to Berryessa, San Jose, California: Field Technician during materials testing and inspection services for construction of a new BART extension from Fremont to Berryessa in San Jose, California, with two stations and parking garages. Ninyo & Moore provided geotechnical earthwork observation, laboratory testing, and field compaction testing services during earthwork operations associated with railway tracks, ballast and subballast conformance testing in the laboratory, placement of utility trench backfill, preparation of pavement subgrade, and pavement section construction, sampling of concrete and testing them in the laboratory for compression testing, structural steel welding inspection and vibration and noise monitoring during pile driving operations. City of South San Francisco Four Parks Project, South San Francisco, California: Field Technician for geotechnical observation and testing on the Four Parks Renovation Project. The four parks included Buri Buri Park, Winston Park, Francisco Terrace Park, and Clay Park. Related improvements included construction of pavement sections for parking lots, side walk, curb & gutter, access ramps, and new safety play surfaces. Geotechnical Observation and testing services consisted of qualification review of aggregate base to check for compliance with project specifications; and compaction testing of subgrade, aggregate base, and asphalt concrete. After project completion, Ninyo & Moore prepared the final report presenting the result on our field and laboratory testing services. City of Cupertino, Cupertino, California: Field Technician for compaction testing under pavements and building pads, and observation of trench backfill for utility lines for McClellan Ranch in Cupertino, California. City of Redwood City, Redwood City, California: Field Technician for construction materials testing services to the City of Redwood City for the Sanitary Sewer Replacement project which consisted of excavation and backfill for sewer mains. Services provided included laboratory testing for soils and aggregates, and field density testing of backfill material. Stanford Old Chemistry Building, Stanford, California: Field Technician for pull testing and concrete sampling and testing for the Stanford Old Chemistry Building. Stanford Hepl South End Station, Stanford, California: Field Technician performed concrete sampling and testing including slump test and casting of cylinders for laboratory compression testing. EDUCATION B.A., Environmental Studies, 2013, California State University East Bay, Hayward, California CERTIFICATIONS ACI Concrete Field Testing Technician Grade I, #01400982 Caltrans Concrete Test Methods (CT: 231, 375, 504, 518, 539, 540, 543, 556, 557) DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 29Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Qualifications of Key Personnel As a Field Technician for Ninyo & Moore, Mr. Urmeneta has 2 years of experience providing quality control and quality assurance testing of soils, aggregates, asphalt and concrete materials in accordance with applicable ASTM, AASHTO, and ACI standards. He maintains current field and laboratory testing certifications from ACI as well as his nuclear gauge certification. EXPERIENCE City of Fremont, Central Park Large Group Picnic Area, Fremont, California: Field Technician for project involving a geotechnical evaluation and materials testing and inspection for the City of Fremont’s new large group picnic area. Project included a new main restroom and concessions building, bocce ball and volleyball courts, outdoor seating, shade structures, picnic areas, playground structure, sidewalks, hardscape, landscaping, and other miscellaneous improvements. San Jose State University, South Campus Golf Complex, San Jose, California: The project included the construction of a golf driving range, parking areas, and tall netting around a portion of the perimeter of the golf driving range with support post heights of up to 160 feet. Services provided included field technician geotechnical observations and compaction testing. San Jose State University, Recreation & Aquatic Center, San Jose, California: Field Technician for the construction of the 75,000 square foot recreation and aquatic center. The project included auger cast drilled displacement piles to mitigate the potential for foundation settlement. Services provided included field technician geotechnical observations and compaction testing. City Center Bishop Ranch, San Ramon, California: Field Technician for the construction of a 300,000 square foot commercial retail shopping center being developed by Sunset Development Company. Services provided included field technician geotechnical observations and compaction testing. Merlone, The Village at San Antonio Center, Mountain View, California: Field Technician performing concrete sampling and testing including slump test and casting of cylinders for laboratory compression testing. The project included the construction of six buildings. Stanford University, Chem-H & SNI Building, Stanford, California: Field Technician for project which consisted of construction of a 230,000 square foot, three story laboratory building with basement. It included a structural retaining wall designed to support the partial demolition of an existing ice storage tank on the northwest side of the project site as well as a below-grade tunnel that connected the existing Clark/RAF/Fairchild tunnel to the new Chem-H & SNI building. Ninyo & Moore’s services provided consisted of project management, reinforcing steel inspection, concrete sampling and testing, non-shrink grout placement inspection, shotcrete sampling and testing, masonry inspection, ultrasonic testing for steel welding and shop and field welding inspections. Stanford University, 3181 Porter Drive Redevelopment, Stanford, California: Field Technician responsible for providing materials testing services which included reinforcing steel inspection, concrete placement inspection and concrete sampling including testing and inspection of two approximately 5,000 cubic yard mat foundation concrete pours. Additional construction services included non-shrink grout placement and sampling, post-installed anchor installation inspection, high strength bolting inspection, non-destructive testing, and structural steel welding inspection onsite and in fabrication shops in California, Nevada, and Idaho. Jonathan F. Urmeneta, ACI Field Technician CERTIFICATIONS ACI Concrete Field Testing Technician Grade I Radiation (Nuclear Gauge) User Safety (Cert #18401) DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 30Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Qualifications of Key Personnel As a Field Technician for Ninyo & Moore, Mr. Manchester is experienced in performing Concrete Testing, Soil/HMA Density Inspection and Geotechnical Observation in a wide variety of construction projects. He holds an ACI concrete testing certification and his experience includes universities, schools, airports, municipal structures, roadways, commercial and retail buildings. EXPERIENCE Town of Los Gatos, Almond Grove Street Reconstruction Project Phase 2, Los Gatos, California: Field Technician during materials testing and inspection services for project which included improvements consisting of increased disability access, new sidewalks, driveways and concrete paved roadways on 10 residential streets. Our services included trench backfill placement observation, moisture content testing of aggregate base, and compaction testing of trench backfill. City of Fremont, Central Park Fields 9 and 10 Project, Fremont, California: Field and Laboratory Assistant responsible for providing materials testing services for the Central Park Fields 9 and 10 project located in Fremont, California. The project consisted of installation of synthetic turf for the sports field, drilled pier foundations for the sports lightning and concrete paving. City of Fremont, Central Park Large Group Picnic Area, Fremont, California: Field Technician for project involving a geotechnical evaluation and materials testing and inspection for the City of Fremont’s new large group picnic area. Project included a new main restroom and concessions building, bocce ball and volleyball courts, outdoor seating, shade structures, picnic areas, playground structure, sidewalks, hardscape, landscaping, and other miscellaneous improvements. City of Millbrae, Hillcrest Boulevard Storm Drain Improvements, Millbrae, California: Field Technician during geotechnical observation and materials testing services for the Hillcrest Boulevard Storm Drain Improvements project. The project consisted of installing approximately 950 Linear Feet of the storm drain system along Ashton Avenue and Hillcrest Boulevard. Our services included trench backfill placement observation, moisture content testing of aggregate base, and compaction testing of trench backfill and asphalt concrete. City of Cupertino, Cupertino, California: Field Technician for compaction testing under pavements and building pads, and observation of trench backfill for utility lines for McClellan Ranch in Cupertino, California. City of Albany, Sewer Rehabilitation Project, Albany, California: Field Technician during geotechnical observation and compaction testing services on the rehabilitation of the city sewer lines along Washington Avenue, Gateview Avenue, Pierce Street, Solano Avenue, Hillside Avenue, Fillmore Street, and Taylor Street. These services consisted of earthwork observation, soil testing of subgrade and aggregate base for specified density and moisture content, laboratory testing of soils for maximum density, and preparation of final reports for field and laboratory testing services. Ninyo & Moore worked with the city’s project manager to review project submittals, monitor construction activities, and coordinate field inspections. Peter Manchester, ACI, Caltrans Field Technician CERTIFICATIONS ACI Concrete Field Testing Technician Grade I, #01536810 Caltrans Concrete Test Methods (CT: 125 AGG, 125 BIT, 125 GEN, 125 HMA, 231, 375) Certified Pervious Concrete Technician, #PCC062947 Radiation (Nuclear Gauge) User Safety, #18538 DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 31Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Sub-Consultants Typically, the proposed scope of materials testing services is tailored to the project needs. Ninyo & Moore’s considerable experience in both design and construction allows our staff of engineers, geologists, and materials technicians to react quickly to changing conditions so that potential construction down time is reduced or eliminated. Due to the size of Ninyo & Moore, we do not intend to utilize subcontractors for this contract. Therefore, 100% of the work performed on this contract will be provided by our firm, a California company with 35 years of expertise and experience with local laws, ordinances, regulations, policies, requirements, and permitting. AnchorCM is included as a subconsultant to provide construction management and staffing assistance to the Town of Los Gatos. Company information and scope of services are provided below. Company Name: AnchorCMAddress: 3685 Mt. Diablo Blvd, Suite 345, Lafayette, California 94549Contact info: Chris Coles, PE, CCM, President, 925.385.0950 ccoles@anchorcm.comDIR No.: 1000015352 Tax ID No.: 72-1549923 AnchorCM was founded in 2003 as Anchor Engineering, Inc. Our specialty is construction and project management and staff augmentation services for public infrastructure projects and programs throughout California. We support a broad and diverse array of planning and preconstruction, construction management and administration, and closeout/claims mitigation oversight and support. From specialized services such as scheduling and estimating for major programs to resident engineering of individual projects, AnchorCM can meet your needs for successful project delivery. We are driven by the desire to provide exemplary service to our clients, while providing a professional work environment for our staff. By attracting the best and brightest to our firm, your projects get the attention they need. AnchorCM is a California Disabled Veteran Business Enterprise (DVBE) and Small Business Enterprise (SBE), as well as a Federal Government Service Disabled Veteran Owned Small Business (SDVOSB). Scope of Services: AnchorCM scope for Town of Los Gatos Parks and Public Works Department is to be provided as a subconsultant to Ninyo & Moore under an on-call contract. The initial scope is understood to be providing assistance to the CM/inspector and project manager as they procure and execute a federally funded guardrail project City right of way. Scope of work tentatively to be: • Review E-76, design and bid documents, and procurement process for compliance with OLA and federal requirements. Provide feedback and/or staff work as needed. • Help establish contract administration, quality assurance, and reporting practices in keeping with LAPM and other pertinent requirements. • Assist as needed to close out and respond to Caltrans’ or other inquiries regarding compliance with grant and administrative stipulations. More general scope could in future include providing construction project management and inspection for other projects as directed. Sub-Consultants DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 32Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 References Swinerton (on behalf of the City of South San Francisco) Gibane (on behalf of the City of Cupertino) City and County of San Francisco 49 So. Van Ness Ave., #700, San Francisco, CA 94103 Mr. S. Peter Vorametsanti Mr. Glenn Rock Ms. Olivia Lee Sr. Construction Manager Senior Project Manager Resident Engineer 650.740.7368 408.609.0424 415.816.3684 peterv@swinerton.com grock@gilbaneco.com olivia.lee@sfdpw.org 2016 – Ongoing 2014 – Ongoing $450,000+ $300,000+ References Foundation Observation, Soil Compaction Testing for Footings, Trench Backfill and Pavement, Materials Testing and Special Inspections for Concrete, Reinforcing Steel, Masonry, Post Installed Anchors, Structural Steel and Fiber Reinforced Polymer (FRP). Deep and Shallow Foundation Observation, Soil Compaction Testing for Footings, Trench Backfill and Hot mix Asphalt Pavement, Materials Testing and Special Inspections for Concrete, Reinforcing Steel, Masonry, Post Installed Anchors, Structural Steel, Non Destructive Testing and Fireproofing. DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 33Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 References 2006 – Ongoing $1,000,000 Gregory J. Ruf, PE, GE January 14, 2021 Materials Testing and Special Inspections for Hot Mix Asphalt, Concrete, Reinforcing Steel, Masonry, Post Installed Anchors, Structural Steel, Non Destructive Testing and Shearwall Nailing, Floor Diaphragms and Holdowns. DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 34Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Insurance Coverage SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED INACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement onthis certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THISCERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIESBELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZEDREPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBRWVDADDLINSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THISCERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATIONAND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED?(Mandatory in NH) DESCRIPTION OF OPERATIONS belowIf yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCEDAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIREDAUTOS ONLY 9/26/2020 Dealey,Renton &AssociatesP.O.Box 12675OaklandCA94604-2675 510-465-3090 510-452-2193 certificates@dealeyrenton.com License#:0020739 TravelersProperty Casualty Companyof America 25674 NINY&MO-01 EvanstonInsurance Company 35378Ninyo&Moore Geotechnical &Environmental Sciences Consultants2149O'Toole Avenue,Suite 30SanJoseCA95131 TravelersCasualty and SuretyCo of America 31194 653216273 A X 1,000,000X1,000,000 X ContractualLiab 10,000 X OCP 1,000,000 2,000,000 X Y Y 6308986R247 10/3/2020 10/3/2021 2,000,000 A 1,000,000 X X X Y Y 8107N033091 10/3/2020 10/3/2021 A X X 9,000,000YCUP9J42852710/3/2020Y 10/3/2021 9,000,000 C X N Y UB6P428399 5/1/2020 5/1/2021 1,000,000 1,000,000 1,000,000 B ProfessionalLiab.&Contractor'sPollution Liab.Computer NetworkSecurity Y MKLV7PL0004134 4/3/2020 5/1/2021 PerClaimAnnualAggregate 5,000,0005,000,000 UmbrellaLiability policy is a follow-form to underlying GeneralLiability/Auto Liability/Employers Liability. 30 Day Notice of Cancellation *SPECIMEN CERTIFICATE*SPECI M E N As a requirement of the Town’s RFQ, provided below is a specimen copy of our Certificate of Insurance for reference of our carriers, and types and limits of insurance carried by our firm. Insurance Coverage DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 35Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Preliminary Fee Schedule Preliminary Fee Schedules Ninyo & Moore | Project Name | Proposal No. | Date CA12 Schedule of Fees Hourly Charges for Personnel Professional Staff Principal Engineer/Geologist/Environmental Scientist/Certified Industrial Hygienist .............................................. $ 188 Senior Engineer/Geologist/Environmental Scientist ............................................................................................... $ 178 Senior Project Engineer/Geologist/Environmental Scientist ................................................................................... $ 173 Project Engineer/Geologist/Environmental Scientist ............................................................................................... $ 165 Senior Staff Engineer/Geologist/Environmental Scientist ....................................................................................... $ 150 Staff Engineer/Geologist/Environmental Scientist................................................................................................... $ 134 GIS Analyst .............................................................................................................................................................. $ 123 Technical Illustrator/CAD Operator.......................................................................................................................... $ 98 Field Staff Certified Asbestos/Lead Technician ........................................................................................................................ $ 173 Field Operations Manager ....................................................................................................................................... $ 119 Nondestructive Examination Technician (UT, MT, LP) ........................................................................................... $ 114 Supervisory Technician ........................................................................................................................................... $ 104 Special Inspector (Concrete, Masonry, Structural Steel, Welding, and Fireproofing) ............................................ $ 104 Senior Technician .................................................................................................................................................... $ 103 Technician ................................................................................................................................................................ $ 98 Administrative Staff Information Specialist .............................................................................................................................................. $ 83 Geotechnical/Environmental/Laboratory Assistant ................................................................................................. $ 81 Data Processor ........................................................................................................................................................ $ 71 Other Charges Concrete Coring Equipment (includes technician) .............................................................................................. $ 190/hr Anchor Load Test Equipment (includes technician) ........................................................................................... $ 190/hr GPR Equipment ................................................................................................................................................... $ 180/hr Inclinometer ......................................................................................................................................................... $ 100/hr Hand Auger Equipment ....................................................................................................................................... $ 80/hr Rebar Locator (Pachometer) ............................................................................................................................... $ 25/hr Vapor Emission Kit .............................................................................................................................................. $ 65/kit Nuclear Density Gauge ....................................................................................................................................... $ 12/hr X-Ray Fluorescence ............................................................................................................................................ $ 70/hr PID/FID ................................................................................................................................................................ $ 25/hr Air Sampling Pump .............................................................................................................................................. $ 10/hr Field Vehicle ........................................................................................................................................................ $ 15/hr Expert Witness Testimony ................................................................................................................................... $ 450/hr Direct Expenses .................................................................................................................................... Cost plus 15 % Special equipment charges will be provided upon request. Notes For field and laboratory technicians and special inspectors, overtime rates at 1.5 times the regular rates will be charged for work performed in excess of 8 hours in one day Monday through Friday and the first 8 hours on Saturday. Rates at twice the regular rates will be charged for all work in excess of 12 hours Monday through Friday, in excess of 8 hours on Saturday, all day Sunday and on holidays. Field technician and special inspection hours for day shift work are charged at a 4-hour minimum, and 8-hour minimum for hours exceeding 4 hours, and 1/2-hour increments thereafter. Field technician and special inspection hours for shift work (starting at or after 2 PM or before 4 AM) are charged at an 8-hour minimum. Field services are billed on a portal-to-portal basis from our base of operations. Cancellations made after 4 PM on the prior business day are subject to a 4-hour charge. Our rates will be adjusted proportionally in conjunction with any increase in the Prevailing Wage Determination during the life of the project, as applicable. Prevailing wage adjustments are made July 1 annually. For non-prevailing wage projects our rates are subject to a cost-of-living adjustment based on the consumer price index (CPI-W) annually on a calendar year basis. DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 36Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Preliminary Fee Schedule Ninyo & Moore | 2019 Laboratory Testing Schedule of Fees for Laboratory Testing SOILS CONCRETE Atterberg Limits, D 4318, CT 204 .............................................................. $ 170 Compression Tests, 6x12 Cylinder, C 39 ................................................... $ 35 California Bearing Ratio (CBR), D 1883 .................................................... $ 550 Concrete Mix Design Review, Job Spec ..................................................... $ 300 Chloride and Sulfate Content, CT 417 & CT 422 ..................................... $ 175 Concrete Mix Design, per Trial Batch, 6 cylinder, ACI ............................... $ 850 Consolidation, D 2435, CT 219 .................................................................. $ 300 Concrete Cores, Compression (excludes sampling), C 42 ....................... $ 120 Consolidation, Hydro-Collapse only, D 2435 ............................................ $ 150 Drying Shrinkage, C 157 .............................................................................. $ 400 Consolidation – Time Rate, D 2435, CT 219 ............................................ $ 200 Flexural Test, C 78 ....................................................................................... $ 85 Direct Shear – Remolded, D 3080 ............................................................ $ 350 Flexural Test, C 293 ..................................................................................... $ 85 Direct Shear – Undisturbed, D 3080 ......................................................... $ 300 Flexural Test, CT 523 ................................................................................... $ 95 Durability Index, CT 229 ............................................................................. $ 175 Gunite/Shotcrete, Panels, 3 cut cores per panel and test, ACI ................ $ 275 Expansion Index, D 4829, IBC 18-3 .......................................................... $ 190 Lightweight Concrete Fill, Compression, C 495 ......................................... $ 80 Expansion Potential (Method A), D 4546 .................................................. $ 170 Petrographic Analysis, C 856 ...................................................................... $ 2,000 Geofabric Tensile and Elongation Test, D 4632 ....................................... $ 200 Restrained Expansion of Shrinkage Compensation .................................. $ 450 Hydraulic Conductivity, D 5084 .................................................................. $ 350 Splitting Tensile Strength, C 496 ................................................................. $ 100 Hydrometer Analysis, D 422, CT 203 ........................................................ $ 220 3x6 Grout, (CLSM), C 39 ............................................................................. $ 55 Moisture, Ash, & Organic Matter of Peat/Organic Soils ........................... $ 120 2x2x2 Non-Shrink Grout, C 109 ................................................................. $ 55 Moisture Only, D 2216, CT 226 ................................................................. $ 35 Moisture and Density, D 2937 ................................................................... $ 45 ASPHALT Permeability, CH, D 2434, CT 220 ............................................................ $ 300 Air Voids, T 269 ............................................................................................ $ 85 pH and Resistivity, CT 643......................................................................... $ 175 Asphalt Mix Design, Caltrans (incl. Aggregate Quality) ............................. $ 4,500 Proctor Density D1557, D 698, CT 216, AASHTO T-180 ........................ $ 220 Asphalt Mix Design Review, Job Spec ....................................................... $ 180 Proctor Density with Rock Correction D 1557 .......................................... $ 340 Dust Proportioning, CT LP-4 ........................................................................ $ 85 R-value, D 2844, CT 301 ........................................................................... $ 375 Extraction, % Asphalt, including Gradation, D 2172, CT 382 .................... $ 250 Sand Equivalent, D 2419, CT 217 ............................................................. $ 125 Extraction, % Asphalt without Gradation, D 2172, CT 382 ........................ $ 150 Sieve Analysis, D 422, CT 202 .................................................................. $ 145 Film Stripping, CT 302.................................................................................. $ 120 Sieve Analysis, 200 Wash, D 1140, CT 202 ............................................. $ 100 Hveem Stability and Unit Weight D 1560, T 246, CT 366 ......................... $ 225 Specific Gravity, D 854 ............................................................................... $ 125 Marshall Stability, Flow and Unit Weight, T 245 ......................................... $ 240 Thermal Resistivity (ASTM 5334, IEEE 442) ............................................ $ 925 Maximum Theoretical Unit Weight, D 2041, CT 309 .................................. $ 150 Triaxial Shear, C.D, D 4767, T 297 ........................................................... $ 550 Moisture Content, CT 370 ............................................................................ $ 95 Triaxial Shear, C.U., w/pore pressure, D 4767, T 2297 per pt ................ $ 450 Moisture Susceptibility and Tensile Stress Ratio, T 238, CT 371 ............. $ 1,000 Triaxial Shear, C.U., w/o pore pressure, D 4767, T 2297 per pt ........................$ 350 Slurry Wet Track Abrasion, D 3910 ............................................................. $ 150 Triaxial Shear, U.U., D 2850 ...................................................................... $ 250 Superpave, Asphalt Mix Verification (incl. Aggregate Quality) .................. $ 4,900 Unconfined Compression, D 2166, T 208 ................................................. $ 180 Superpave, Gyratory Unit Wt., T 312 .......................................................... $ 100 Superpave, Hamburg Wheel, 20,000 passes, T 324 ................................. $ 1,000 MASONRY Unit Weight sample or core, D 2726, CT 308 ............................................. $ 100 Brick Absorption, 24-hour submersion, 5-hr boiling, 7-day, C 67 ............ $ 70 Voids in Mineral Aggregate, (VMA) CT LP-2 .............................................. $ 90 Brick Compression Test, C 67 ................................................................... $ 55 Voids filled with Asphalt, (VFA) CT LP-3 .................................................... $ 90 Brick Efflorescence, C 67 ........................................................................... $ 55 Wax Density, D 1188................................................................................... $ 140 Brick Modulus of Rupture, C 67 ................................................................. $ 50 Brick Moisture as received, C 67 ............................................................... $ 45 AGGREGATES Brick Saturation Coefficient, C 67 .............................................................. $ 60 Clay Lumps and Friable Particles, C 142.................................................... $ 180 Concrete Block Compression Test, 8x8x16, C 140 ................................. $ 70 Cleanness Value, CT 227 ............................................................................ $ 180 Concrete Block Conformance Package, C 90 .......................................... $ 500 Crushed Particles, CT 205 ........................................................................... $ 175 Concrete Block Linear Shrinkage, C 426 .................................................. $ 200 Durability, Coarse or Fine, CT 229 .............................................................. $ 205 Concrete Block Unit Weight and Absorption, C 140 ................................ $ 70 Fine Aggregate Angularity, ASTM C 1252, T 304, CT 234 ....................... $ 180 Cores, Compression or Shear Bond, CA Code ........................................ $ 70 Flat and Elongated Particle, D 4791............................................................ $ 220 Masonry Grout, 3x3x6 prism compression, C 39 ..................................... $ 45 Lightweight Particles, C 123 ........................................................................ $ 180 Masonry Mortar, 2x4 cylinder compression, C 109 .................................. $ 35 Los Angeles Abrasion, C 131 or C 535 ....................................................... $ 200 Masonry Prism, half size, compression, C 1019 ...................................... $ 120 Material Finer than No. 200 Sieve by Washing, C 117 .............................. $ 90 Masonry Prism, Full size, compression, C 1019 ...................................... $ 200 Organic Impurities, C 40 .............................................................................. $ 90 Potential Alkali Reactivity, Mortar Bar Method, Coarse, C 1260 ............... $ 1,250 REINFORCING AND STRUCTURAL STEEL Potential Alkali Reactivity, Mortar Bar Method, Fine, C 1260 .................... $ 950 Chemical Analysis, A 36, A 615................................................................. $ 135 Potential Reactivity of Aggregate (Chemical Method), C 289 ................... $ 475 Fireproofing Density Test, UBC 7-6........................................................... $ 90 Sand Equivalent, T 176, CT 217 ................................................................. $ 125 Hardness Test, Rockwell, A 370 ............................................................... $ 80 Sieve Analysis, Coarse Aggregate, T 27, C 136 ........................................ $ 120 High Strength Bolt, Nut & Washer Conformance, Sieve Analysis, Fine Aggregate (including wash), T 27, C 136................. $ 145 per assembly, A 325 ............................................................................. $ 150 Sodium Sulfate Soundness, C 88 ............................................................... $ 450 Mechanically Spliced Reinforcing Tensile Test, ACI ................................ $ 175 Specific Gravity and Absorption, Coarse, C 127, CT 206 ......................... $ 115 Pre-Stress Strand (7 wire), A 416 .............................................................. $ 170 Specific Gravity and Absorption, Fine, C 128, CT 207 .............................. $ 175 Reinforcing Tensile or Bend up to No. 11, A 615 & A 706...................... $ 75 Structural Steel Tensile Test: Up to 200,000 lbs., A 370 ......................... $ 90 ROOFING Welded Reinforcing Tensile Test: Up to No. 11 bars, ACI ....................... $ 80 Roofing Tile Absorption, (set of 5), C 67 ..................................................... $ 250 Roofing Tile Strength Test, (set of 5), C 67 ................................................ $ 250 Special preparation of standard test specimens will be charged at the technician’s hourly rate. Ninyo & Moore is accredited to perform the AASHTO equivalent of many ASTM test procedures. DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 37Ninyo & Moore | Town of Los Gatos, On-Call Materials Testing and Special Inspection Services RFQ | P08SJO-01314 | January 14, 2021 Preliminary Fee Schedule Forensic Engineer/Expert Witness 357.00$ Principal Consultant 326.00$ Principal-in-Charge 272.00$ Project Principal Engineer/CM 239.00$ Senior Engineer/CM 217.00$ Associate Engineer/CM 191.00$ Staff Engineer/CM Level 4 (PE or equivalent)175.00$ Staff Engineer/CM Level 3 (PE or equivalent)162.00$ Staff Engineer/CM Level 2 (EIT or equivalent)137.00$ Staff Engineer/Deputy CM Level 1 113.00$ Junior Engineer/Assistant CM 110.00$ Senior Engineering Technician 156.00$ Mid Engineering Technician 122.00$ Engineering Technician 98.00$ Construction Representative / Senior Inspector 161.00$ Prevailing Wage Building / Construction Inspector 150.00$ Prevailing Wage Soils / AC Inspector 150.00$ Senior Contract Administrator 156.00$ Bookkeeper 156.00$ Contract Administrator 100.00$ Contract Administration Assistant 74.00$ Project Administrative Staff Notes: 1. Field vehicles will be billed at $1,700/month; cell phone and mobile broadband service billed at $90/mo. 2. Other direct costs (ODCs) and subconsultant fees are billed separately at ACM cost plus 10%. 3. Four- and eight-hour minimums apply for cancellations, tasks requiring travel, and legal appearances. 4. Contract project staff will be billed at the contract rate for legal work and appearances, with yearly escalation applied. 5. Inspector rates may vary due to prevailing wage requirements and determinations of the California Department of Industrial Relations and/or the Department of Labor. AnchorCM 2021 Fee Schedule Principal Engineer/Manager Engineering Technician Inspector DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4 2149 O’Toole Avenue, Suite 30 | San Jose, California 95131 | p. 408.435.9000 | f. 408.435.9006 ARIZONA | CALIFORNIA | COLORADO | NEVADA | TEXAS | UTAH ninyoandmoore.com DocuSign Envelope ID: 9F3E5690-4CFF-4F36-80B0-4315A0514BF4