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11-0419_SMITH-EMERY LABORATORIES_Personal Services AgreementPERSONAL SERVICES AGREEMENT THIS AGREEMENT is made, entered into, and shall become effective this 'day of 2011, by and between the San Juan Capistrano (hereinafter referred to as the "City") and Smith -Emery Laboratories (hereinafter referred to as the "Consultant"). RECITALS: WHEREAS, City desires to retain the services of Consultant regarding the City's proposal to provide Geotechnical Testing and Inspection Services for the Del Obispo Street Widening from Alipaz Street to Paseo Adelanto Project STPL 5372 (011) (CIP 07107); and WHEREAS, Consultant is qualified by virtue of experience, training, education, and expertise to accomplish such services. NOW, THEREFORE, City and Consultant mutually agree as follows: Section 1. Scope of Work. The scope of work to be performed by the Consultant shall consist of those tasks as set forth in Exhibit 'A" attached and incorporated herein by reference. To the extent that there are any conflicts between the provisions described in Exhibit "A" and those provisions contained within this Agreement, the provisions in this Agreement shall control. Section 2. Term. This Agreement shall commence on the effective date and shall terminate, and all services required hereunder shall be completed, no later than May 1, 2012. Section 3. Compensation. 3.1 Amount. Total compensation forthe services hereunder shall not exceed Seventy One Thousand Nine Hundred and Fourteen Dollars ($71,914.00) as set forth in Exhibit "B," attached and incorporated herein by reference. 3.2 Method of Payment. Subject to Section 3.1, Consultant shall submit monthly invoices based on total services which have been satisfactorily completed for such monthly period. The City will pay monthly progress payments based on approved invoices in accordance with this Section. 3.3 Records of Expenses. Consultant shall keep complete and accurate records of all costs and expenses incidental to services covered by this Agreement. These records will be made available at reasonable times to the City. Invoices shall be addressed as provided for in Section 16 below. Section 4. Independent Contractor. It is agreed that Consultant shall act and be an independent contractor and not an agent or employee of the City, and shall obtain no rights to any benefits which accrue to Agency's employees. Section 6. Limitations Upon Subcontracting and Assignment. The experience, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for the City to enter into this Agreement. Consultant shall not contract with any other entity to perform the services required without written approval of the City. This Agreement may not be assigned, voluntarily or by operation of law, without the prior written approval of the City. If Consultant is permitted to subcontract any part of this Agreement by City, Consultant shall be responsible to the City for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationships between any subcontractor and City. All persons engaged in the work will be considered employees of Consultant. City will deal directly with and will make all payments to Consultant. Section 6. Changes to Scope of Work. For extra work not part of this Agreement, a written authorization from City is required prior to Consultant undertaking any extra work. In the event of a change in the Scope of Work provided for in the contract documents as requested by the City, the Parties hereto shall execute an addendum to this Agreement setting forth with particularity all terms of the new agreement, including but not limited to any additional Consultant's fees. Section 7. Familiarity with Work and/or Construction Site. By executing this Agreement, Consultant warrants that: (1) it has investigated the work to be performed; (2) if applicable, it has investigated the work site(s), and is aware of all conditions there; and (3) it understands the facilities, difficulties and restrictions of the work to be performed under this Agreement. Should Consultant discover any latent or unknown conditions materially differing from those inherent in the work or as represented by City, it shall immediately inform the City of this and shall not proceed with further work under this Agreement until written instructions are received from the City. Section 8. Time of Essence. Time is of the essence in the performance of this Agreement. Section 9. Compliance with Law• E -Verify. 9.1. Compliance with Law. Consultant shall comply with all applicable laws, ordinances, codes and regulations of federal, state and local government. 9.2. lE-Verify. If Consultant is not already enrolled in the U.S. Department of Homeland Security's E -Verify program, Consultant shall enroll in the E -Verify program within fifteen days of the effective date of this Agreement to verify the employment authorization of new employees assigned to perform work hereunder. Consultant shall verify employment authorization within three days of hiring a new employee to perform work under this Agreement. Information pertaining to the E -Verify program can be found at http://www.uscis.gov, or access the registration page at https://e-verify.uscis.gov/enroll . Consultant shall certify its registration with E -Verify and provide its registration number within sixteen days of the effective date of this Agreement. Failure to provide certification will result in withholding payment until full compliance is demonstrated. Section 10. Conflicts of Interest. Consultant covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which would conflict in any manner or degree with the performance of the services contemplated by this Agreement. No person having such interest shall be employed by or associated with Consultant. Section 11. Copies of 1liliork Product. At the completion of the work, Consultant shall have delivered to City at least one (1) copy of any final reports and/or notes or drawings containing Consultant's findings, conclusions, and recommendations with any supporting documentation. All reports submitted to the City shall be in reproducible format, or in the format otherwise approved by the City in writing. 3 Section 12. Ownership of Documents. All reports, information, data and exhibits prepared or assembled by Consultant in connection with the performance of its services pursuant to this Agreement are confidential to the extent permitted by law, and Consultant agrees that they shall not be made available to any individual or organization without prior written consent of the City. All such reports, information, data, and exhibits shall be the property of the City and shall be delivered to the City upon demand without additional costs or expense to the City. The City acknowledges such documents are instruments of Consultant's professional services. Section 13. Indemnity. To the fullest extent permitted by law, Consultant agrees to protect, defend, and hold harmless the City and its elective and appointive boards, officers, agents, and employees from any and all claims, liabilities, expenses, or damages of any nature, including attorneys` fees, for injury or death of any person, or damages of any nature, including interference with use of property, arising out of, or in any way connected with the negligence, recklessness and/or intentional wrongful conduct of Consultant, Consultant's agents, officers, employees, subcontractors, or independent contractors hired by Consultant in the performance of the Agreement. The only exception to Consultant's responsibility to protect, defend, and hold harmless the City, is due to the negligence, recklessness and/or wrongful conduct of the City, or any of its elective or appointive boards, officers, agents, or employees. This hold harmless agreement shall apply to all liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Consultant. Section 14. Insurance. On or before beginning any of the services or work called for by any term of this Agreement, Consultant, at its own cost and expense, shall carry, maintain for the duration of the agreement, and provide proof thereof that is acceptable to the City, the insurance specified below with insurers and under forms of insurance satisfactory in all respects to the City. Consultant shall not allow any subcontractor to commence work on any subcontract until all insurance required of the Consultant has also been obtained for the subcontractor. Insurance required herein shall be provided by Insurers in good standing with the State of California and having a minimum Best's Guide Rating of A- Class VI I or better. 14.1 Comprehensive General Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive General Liability coverage in an amount not less than one million dollars per occurrence ($1,000,000.00), combined single limit coverage for risks I! associated with the work contemplated by this agreement. If a Commercial General Liability Insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this agreement or the general aggregate limit shall be at least twice the required occurrence limit. 14.2 Comprehensive Automobile Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive Automobile Liability coverage, including owned, hired and non - owned vehicles in an amount not less than one million dollars per occurrence ($1,000,000.00). 14.3 Worker's Compensation. If Consultant intends to employ employees to perform services under this Agreement, Consultant shall obtain and maintain, during the term of this Agreement, Worker's Compensation Employer's Liability Insurance in the statutory amount as required by state law. 14.4 Proof of Insurance Requirements/Endorsement. Prior to beginning any work under this Agreement, Consultant shall submit the insurance certificates, including the deductible or self -retention amount, and an additional insured endorsement naming City, its officers, employees, agents, and volunteers as additional insureds as respects each of the following: Liability arising out of activities performed by or on behalf of Consultant, including the insured's general supervision of Consultant; products and completed operations of Consultant; premises owned, occupied or used by Consultant; or automobiles owned, leased, hired, or borrowed by Consultant. The coverage shall contain no special limitations on the scope of protection afforded City, its officers, employees, agents, or volunteers. 14.5 Errors and Omissions Coverage Throughout the term of this Agreement, Consultant shall maintain Errors and Omissions Coverage (professional liability coverage) in an amount of not less than One Million Dollars ($1,000,000). Prior to beginning any work under this Agreement, Consultant shall submit an insurance certificate to the City's General Counsel for certification that the insurance requirements of this Agreement have been satisfied. 14.6 Notice of Cancellation/Termination of Insurance. The above policyfpolicies shall not terminate, nor shall they be cancelled, nor the coverages reduced, until after thirty (30) days' written notice is given to City, except that ten (10) days' notice shall be given if there is a cancellation due to failure to pay a premium. 5 14.7 Terms of Compensation. Consultant shall not receive any compensation until all insurance provisions have been satisfied. 14.8 Notice to Proceed. Consultant shall not proceed with any work under this Agreement until the City has issued a written "Notice to Proceed" verifying that Consultant has complied with all insurance requirements of this Agreement. Section 15. Termination. City shall have the right to terminate this Agreement without cause by giving thirty (30) days' advance written notice of termination to Consultant. In addition, this Agreement may be terminated by any party for cause by providing ten (10) days' notice to the other party of a material breach of contract. If the other party does not cure the breach of contract, then the agreement may be terminated subsequent to the ten (10) day cure period. Section 16. )Notice. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice. These addresses shall be used for delivery of service of process: To City: City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Attn: Nisha Patel, P.E. To Consultant: Smith -Emery Laboratories 1195 N. Tustin Avenue Anaheim, CA 92807 Attn: Robert Greeley Section 17. Attorneys' Fees. If any action at law or in equity is necessary to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to reasonable attorneys' fees, costs and necessary disbursements in addition to any other relief to which he may be entitled. I. Section 18, Dispute Resolution. In the event of a dispute arising between the parties regarding performance or interpretation of this Agreement, the dispute shall be resolved by binding arbitration under the auspices of the Judicial Arbitration and Mediation Service ("JAMS"). Section 19. Entire Agreement. This Agreement constitutes the entire understanding and agreement between the parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. IN WITNESS WHEREOF, the parties hereto have executed this Agreement. ATTEST: Marg Morris,®Cid Cferk APPROVED AS TO FORM: Omar Sandov I, City Attomey i CITY OF SAN JUAN CAPISTRANO By: 6 Dave Adams, Interim City Manager CONSULTANT By:' NA SM> TI -I -EMERY LABOIZATORIES CV �4 An Independent Commercial Testing Laboratory, Eslublished 1904 .1195N. Tustin Avenue Anaheim, California 92807 City of San Juan Capistrano Attn. Nisha Patel, PE Associate Engineer 32100 Paseo Adelanto San Juan Capistrano, CA 92675 PROPOSAL: Del Obispo Street Widening Cly' 07101-S` PL 5372 (011) Phone (714) 238-613. !y ax (714) 238-6144 Mater 1, 2011 Revised March 4, 2011 Smith -Emery Laboratories is }Teased to be providing City of'San Juan Capistrano with the following testing & inspection proposal for the aforementioned project. Our scope of construction related testing and inspection encompasses providing geotechnical testing and inspection during grading and backfill operations along with monitoring the installation of Piles. Asphalt testing will consist of monitoring the placement and compaction of HMA checking loads along with temperatures to maintain project compliance, Concrete sampling will be performed during pl.acement.to very temp. slump, unit weight, air and sample for compression along with checking load tickets. ICC inspection will be conducted' on all required structure components to assure construction for general confcrmiance with the approved drawings and specifications. During operations Batch Plant inspection will be conducted. to for concrete and asphalt material along with sampling on the aggxcgates, sands, racy dust, oils and cements. All of our field operations are supported by our Laboratory who will be conducting testing on materials to assure projoot compliance and data for various field operations, Smith l meiy technicians and inspectors will be submitting written reports daily describing the tests and - observations. Snaith- mery is aware that the work will. be performed using Caltans & ICC certified personal for testing inspection services. Based on the project scope Smith -Emery will provide testing services including Laboratorytesting at a reduced cost of $68.00 per hour for prevailing wage projects. Rates are summarized on the attached breakdown and Fee Schedule for your review. Finally, if ym should have any farther questions or require any further information regarding this proposal, feel free to contact me, at & 714- 238-61313. We look forward to the opportLinity to work wiVi you on your project.. Respectfully submitted, SM1T% -ENTER Y LABORA.TOlUE S. cib, 6ert Greelcy Project Manager Project Management-Engirreerirrg Submittal Review -Field Meetings Interim & Final Reports LABORATORY TESTING See Attached Schedule; Lump Sum Sura Total $2,040.00 30 75 $2,250.00 LS $11,320:00 TOTAL COST EST[MATE $71,914.00 CITY OF SAN JUAN C;APISTRANO DEL OBISPO STREET WIDENING GIP 07107-STFL 5372 (011) DESCRIPTION DURATION SEL TIME MATE AMOUNT (days] (hours) PER HR, STREET IMPROVEMENTS - SCOPE Field Technician Curr & Gutter Sldewalk 6 24 68 $1,632.00 Density -Sample Concrete slump Driveways, ramp & Parkway Field Technician Asphalt concrete pavement 2 16 68 $ 1,088.00 Density Testing -Thickness -Temp Base & surface course Field Technician Asphalt Pavement 3 24 68 $ 1,632.00 Density Testing -Thickness -Temp 2300 Tons Field Technicion Crushed Base -Retaining Wal( 20 120 68 58,160.00 ICC Special Inspector Railing -excavation & baektiil Batch Plant -Technician Asphalt &Concrete Plants 7 28 68 $ 1,904.00 Sample -Check Loads -Temp Sub Total $ 14,.416.00 BRIDGE SCOPE Field Technician 5truc3ure-Excavation-backfill 15 120 68 $8,160.00 Densities, Monitor Pile Driving Steel Piling ICC Special Inspector 383 CY Structural Concrete 20 960 68 10,680,0o Rebar -PT -Placement -Sampling Dridge-rooting & Slab ICC Special inspector Precast Yard 4 32 68 $2,176.00 Monitor & Sample PT Concrete 12 P5 ConrAete Girders ICC Spedal inspector Erect Precast Girders 5 30 68 $2,040.00 ICG Special Inspector Utjli;y Hangers 10 60 68 $4,080,00 Monitor & Pull Test Systems Anchorage -Bridge System Batch Plant -Concrete Concrete Batch Plant 22 44 68 $2,992.00 Sample -Check Leads Precast & Site work Sub Total $ao,328:00 CHANNEL. Field Technician Unclassified Fill E Excavation 6 24 68 $1,632.00 Density Monitor 366' CY Cut- 200 CY Fill ICC Inspector/Field Tech. 390 CY Str.concrete & Lining 21 126 68 $8,568.0{) Sample -Density -Monitor Piles Railing -Street Files Batch Plant -Concrete Concre€.r; Plant 10 20 68 $1,360.00 Material Sample -Check Loads Site work Suri Total $11;560,00 DOMESTIC WATEWDRY UTILITIES Fuld Technician Misc. Backfill & Testing 15 30 68 52,040,00 DenskylMor(dor Project Management-Engirreerirrg Submittal Review -Field Meetings Interim & Final Reports LABORATORY TESTING See Attached Schedule; Lump Sum Sura Total $2,040.00 30 75 $2,250.00 LS $11,320:00 TOTAL COST EST[MATE $71,914.00 CITY OF SAN JUAN CAPISTRANO DEL OBISPO STREET WIDENING ClP 07147-STPL 5372 (011) Laboratory Test Schedule No, Rate Per Soils & Aaarenaios-Includes Batch Plant Materials Tests Test Amount Max Density CT 2'16 -ASTM D 1557 6 13U $780.00 Sieve Analysis CT202 10 80 $ 800.00 Sand Eq. CT217 10 60 $ 800.00 Cleanness Value CT227 10 75 $ 750.00 LA Rattler ASTM C 131 2 150 $ 300.00 Asphalt Hveem Density CT366 6 135 $575.00 AG Moist. CT370 5 35 $ 175.00 Extraction CT3382 5 50 $ 250.00 Hveern Stability & Swell 2 200 $ 400.00 Cogare Sample Pick -rip 176 14 $ 1,760.00 Compression Testing 176 20 $3,5X1.00 lobar& gaffe Tensile Test & elongation of PT Strand 4 90 $360.00. Rebar Tensile & Bend 10 75 $750.00 Lump Sum $11;320:00 SMI'T'H - EMERY LABORATORTES5 INC. 781 E. WASHINGTON BLvD. + Los 1 NGELES, CAS 96021 PHONE (213) 745-5333 . FAx (213) 749.-7232 SCHEDULE 01p, FEES SOUTHERN CALIFORmA ASA July 1, 2010 June 30, 2011 s11 vv Area Effective 7fG1110 to A SMITH -E MERY ORAI d�L Principal JamesE, Partridge P.& -civil ... . .................. .................................. .................. .............................................. ...................... ... Presideiit Professional Staff - SEL Arted! Cortez P, F-,, G.E., M,S,GZ Tforld Open University, & Dakota John Latiolait P.E.-Civil, B.S.C.E., Cat&ate Uhiversit ,y, Long Buach Angelito Cabanilia, B.S.C.&...�Wamson Univer#iy, Philippines Jaime Ordonez, (hilvet-sily, Philippines Dante Sedantes, R3,CX., Central College of the Philippines Ayesha S, Sycda R,E,A., M+ S., Cal.5tate University, Long Beach Joseph 0. Ramm, PG,, R.E,A, &S,, California Lutheran University 1oyce Miguel, A.A,L.A, Los.4ngeles­ CC,-Losifngeles James Reich, B.&P.E., Cerritos College, Cerritos Etna jMejja,A.A.L.A,, LA Trade Tech, Los Angeles Praful Pole] P -&-metallurgy, PhD, dwancheaer university' UK Pingsheng Zhu P.E:C;'Vij' Ncs:cr_" Tennessee tem University Simon Bittar F.S.-Civil, 3.&C.E, Cal State VnIveryiV-1vsAngdes Jaaeth Quintero P. R,, -Civil, B&C.E Ja-mrh7na U, Bogota Colombia Wilfredo 13otc, B,S.C.E, Central Luzon Polytechnic, Phllf'ppinev Ildebrando Resurreccion, B.S,C.R., Far Eastern U, Philippines Rafael Cruz, D.S.E.E., University qfSanlo Tomas, Philippines Tamey Irons, A,A.B. A., Union College, Lincoln, NE Rric, Canfield, A,A.C.D.F_S_, Cuesla.IC, San Louis Obispo Professional Staff -PLS Guilda N.-shvad' Ph,I).-Chemistry, Essex university; V,9 A?mat lmwn, My S.-Clhem, Eng., Cl io University Lynn K limasofski. B.S.M.T, Cal Stale University, Loskigelav Rick 0, Parlier)33,ChR, University qfCal if6rnid, Santa Barbara Minh MILlug, &S.-Chemistnj' Ho Chi .44717h rffy, rietnam Michael Amador, B.S.Bio Cbpmistry, Cal Stay,- Los Angeles Ngor, (Mike) Doong, B.S.-Bic Chemistry, University of Riverside Professional Staff -SKI Helen Choe; B.S,B.A, University qfPhoenix Danic I M. Stater, B.S., Vnhwsi(v of Southern California Knzincttc 0wz, B,S.BA,, University of the East, Manila Philippines Main Office: Los Angeles, CA (213) 745-5333 a Fax (2 €3) 749-7232 Branch Officesi Anabeim, CA (714)239-6133 a Pax(714)238-6144 Salem, OR (503) 371-6911 e Fax (503) 371-6918 Shanghai, China (86)-21-63327-1422 a Fax (86) 21-6327-143.3 R A 00 Professional At natio s International Conference of Building Officials American Concrete Institute American.Maketing Association American National Standards Institute American Society of Civil Engineers American Society for Non Destructive Testing American Socicty for Testing Materials Construction Specifications Institute Society of Fire Protootion Engineers California CJcotcclinical Engineers Association American Society for Quality Southern Cal'zfornia Area Effective ?Cif 1110 Arrierican Institute of Cliamit€il Engineers American Society of Safety Engineers Araaerican melding Society Association of Environmental and Engineering Geologists Society of Petroleum Engineers Geological Society of America Intcrnationat Association of Plumbing & Mechanical Officials Structural ErighicersAssociation ofSouftrri, California National Society of Professional Engineers American Water Works Associatioat Registrar Accreditation Board Approvals and Aee editations American Association of Transportation OfTicials International Code Conference: California Department of Health, Sanitation, -and Radiation Dept, National Bureau Regulatory Commission Ceramic Tile Institute Nuclear Regulatory Commission City and County of Safi Francisco United States Navy City of Los Angeles Office of Statewide Health Planning and Development California Dcpaitme€jtof'rranSportation Division oftheState Architect International Accreditation Service A€nerican Architects€rat Mandact.urers Association Array Corps of Engineers ANSI ASME NQA-1 (Bechtel ASL) American Materials Referoncc Laboratory Concrete and Cement Rc*rence Laboratory US Depamnent of State, Overseas Buildings Operations NEPA Committees on Fire Science Technology Education Section .Architect, Engineers and Building Oficial Section Fire Service Section (Qualifications) Rescareh Section (it & D) Rail Transportation Section Wild Fire Sections, WIC, OR, CA wilding Safety Section; Commercial/Residential industrial Frotcetion Section National Fire Marshals Associate Oregon/NFPA Eire chief Association NFP..A International Association of Arson Investigators Florida State Structural Provisions Committee LABC Structural Committee California Title 24 Sub -Committee LADC Life and Safety Committee LABC Advisory committee Residential and commercial LABC Plan Check, Structural Advisory Commitice. Jurisdictional Approvals - Third Party Quality Assurance Agency and Testing Laboratory City and County of Salem,. Oregon City of Corvallis, Oregon City of Ocean Shores, Washington City Of'Yaimdalc, California Clark County, Nevada Clarke Cortaty, Novatla Cowlitz County, Washington Emeryville, California Grays Harbor County, Washington' Honolulu, Hawaii Lias Angeles Couity, Gats bmia National .City, California Oakland, California Portland, Oregon City and County of Rivers"&, California San Diego County San Jose, California Saq Mateo, California State of Oregon Wa=shington State Tribal Association OSHA Approvals for Tosting California 0511A Oregon OUSA Federal OHSA Washington OSHA tli Southern California Area Effective 7101/10 ``Laboratory ti -Soil Soil Properties .Activity Cost California Impact, CAL 216, each......., ... ­­ .................. .............. ............ __ .............. Atterberg Limit-, (LL, Ply ASTM D 4318, each ............................ ....................... ___ ........... ...................... ...,,..?t0111.,.........-------- 150.00 Classification of Sail for Engineering Purposes, ASTM D2487_ ... .... . ....... __ ........... 7 1 a6 ........._.......,.....,.........., 35€ ,0q, Moisture Density -Chunk Density, In -Situ, ASTM 02937, each ... ........................... ....................11.......11..,:...,...3555.:..........................,,.......54.40 California Naring patio, ASTM D 1833, sot,. ..... ...... ............ ........ 7130 >>rloistirie. Density -Drive Tube.Density, In -Situ, each .........:......I...... ............. ....... .. .... ............. ..................... .....71371111 Collapse Potential, each............................................................................................ ..............................7559............................By . , ,. :1111 .. 1111 ,....�.5fl:40 ........................... .,........... ................ .,.7020 Corrosivity, resistivity, PH, Sulfates, Chlorides, each ................. .... .♦........ B Quote Material Finer - 4200 Sieve, ASTM b 114010 117, each ..................................... ............... ....... _..................... 7110 .......... .,........................ , 54:411 Moisture, .ASTM D2216, each ......... ................................ .................... ................................ ......... 1............ 111.. ...7111................................... Remoldingof Samples, each............................................................................ .....................1111..»........7104 25.00 MDisture (microwave), ASTM D4643, each....................................:...................................:..............................7019.........,.....:......:.............. Direct.Slivar.Test, ASTM D 3064: Ism Moisturc-Density Relaiions of Soils, ASTM D1.557, ivlethod A each ............. ____ ...................... ................. ....7113 ................1.....1.........11. 1.3.5.04 iuloisture-Density Relations 3f Sails, ASTM D1557, Method B or C each..._ ...... ................... ........................... 7114........... ........ ._..,.,........,145,00 WDCurve Rock Cormction..............:......:.................::..:....:........................................:....................................7138......,............................. Unconsoiidated,.Undrained, 1 Point, each ..................<..;,.:....:...,....;.:., . :........:..:.:..............:..................... 1110.00 ?Moisture -Density Check Point; caah................................................................................................................7135 ......,:::. , 1 1.11 ..:_.... 50.00 R1 tesi;#ante) Value, L e'I'reated or Requiring Recombining, each_ ...... ........ ........... ...... .... . ....... . 7120 ....... ...... . ....... — 250.00 "R7 (Resistance) Value, Calif. 301,.ASTM D 2844, each .........:................. ...7119.::...::..,:.......... Femteability, Constant Head, ASTii) 2434,. CAA1, 220; each ............:................<.......,..>.,.:....,.,.,.............. ..:...,,.22;5,00' Relative Density (rnaxfirila) D 4254, each.:.:. ,:..1:111 ....... .........:......... ......................... 7534' ........... ..............,..."By Quote Sieve Analysis of Combined lane and Coarse, ASTIM D-422, each .....................................................................712 4.........................._.....;.. 175.00 Sieve and hydrometer Analysis, ASTM D 422, each ...,..,. ................................... ............................................._ 7109 ... 210.00 Specific Gravity for Soils, ASTM D 854, each____.__ ..... ......... ..... ............ 7127 ...... ............ 120,00 Foundation Vesting Atterberg Limit-, (LL, Ply ASTM D 4318, each ............................ ....................... ___ ........... ...................... ...,,..?t0111.,.........-------- ..... .......... 175.OG Attorberg Shrinkage Limit, ASTM D 4318, ear.it....:.........:................................... ...................... .......1111,..,,:<,.....7099_1_.......,.......... ....... .....150.04 California Naring patio, ASTM D 1833, sot,. ..... ...... ............ ........ 7130 ... .............. ................ 450.OD Collapse Potential, each............................................................................................ ..............................7559............................By . , ,. :1111 .. ... Quote Consolidation Tcst, ASTM D 2435, each ............................................. .............. 1... 111 ....... ..... ...,.......... ................ 7102 ,111.1..............,..............240:00 Cojmiidation Time/Rate Curves, each..............................................................................................11..,,.7103 1 ., ..11 ............................. 50f 00 11. . Remoldingof Samples, each............................................................................ .....................1111..»........7104 .:...,..........,.................... 34.00 Direct.Slivar.Test, ASTM D 3064: Consolidated, Drained t Point, each:.........: .7107 ........................................-..........,..,,.,...,,.,........,....................., 1111.. ............................. 325,00 Consolidated, Undrained.I J'o'int, each........................................:...............................................................7106.....................,.............140.00 Unconsoiidated,.Undrained, 1 Point, each ..................<..;,.:....:...,....;.:., . :........:..:.:..............:..................... 7105 ........ Remolding of Samples, each .............................,.......,..........._................,.,, ,............,..... 1111. � 71 [f4....,................ X0.40. Expansion Index; .UBC -1.8-2; ASTM D 4829; =b_._ ... ............. ........ ...... .......... ...:......710$ ........................m....... 110,00 ..225.04 Femteability, Constant Head, ASTii) 2434,. CAA1, 220; each ............:................<.......,..>.,.:....,.,.,.............. 711 .:..................... ..., Permcability: Palling Head, CAL 224, each.....................................................................................:..................71 I7....,............................_. 225.00 _ 1111.. ..,. 1111» ................... ....................7132 Triaxial Uncrinsolidated, Undraiued, ASTM D 2850, each ....., ...1111., .. ., By Quote .....,........,..........».. Unconfined Compression Test, ASTM D 2166, each .............. ........... ................. ..................... ...... ..1....1.1.1...,.,.7129 ........ ...... ......... ......... .. 70.00 Unconfined. Compression Test with Graph, ASTM D 2166, cath........:...............:.........,...1.......1111.,.............1.11.1.7134 ... .................... .....,....,,120.40 Feat Moss Loss on Ignition, ASTM D 2974 each.........:.......................................................:............... ..... .......... I—_ ...... ...... 7040.............. I.................... 75540 Bulk,Specific Gravity, ASTM D 4.531, each__ .............. ......... ..........._..........,....,.,.,..------ ......... 1 1...............,......€041 ............:......................,45.00 Classifscatior4 ASTMD 4427, each.,_ .......... .............. ....................... _ .......... ........ ............................... -7038 ................................ pH, AST�MD 2976, each..................................................:...........:...........................111.......1...................,.......,.....'9043 .........,..............----.11111...145.017 AbsorpfioraASTM D 2980, each ............................. ............................ .................,.„...... .............. ........................ 7044 .... ................. ................ . 20.00 A Rush Charge of 100% for sane -tiny results apply to the following nests. e- A.STM.DI557, Method A. s ASTM D4829 i UBC 1.8-2 6 ASTM 0136 a ASTM Ci17,.ASTM D1140 ASTM 0131 ASTM'D2937 ® AST -M C29 (Unit Weight only) 19 of 27 SouthcrnCatifomh Area Effective 7l01110 ` Geotechnical and Environmental Senices-Contlnued. ATO Foundation/Geological Investigations Activity Cost Geotechnical Field Exploration.....................................................................:..............................................111.1..7308...............................ley Quote Final Report of Compacted fill (submitted at end of project, if required) . .......... .................... ....................... ::.7305..... ....... - .... --- ....... By Quote, Support Equipment Poundiation/GeoiogiM Investigations NuclearDensity Gage, per day...............................--...:....:.....:_.....,.......,...........................................—............7327 ............................. Field Staff SandCone Kit, per day..........................................................................................:.......................:...................7328 ............ ..:......... ..... Field Staff Soil Sam lin Encore Sample Container, per container.........:...................................:._<.........,....,...............1..........I--.......7125.....................................25.00 Tubesand Rings, per sample.......................................................................................................................7122............,,...................... 15-00 Environmental IDVOStigationsand Reports Site Assessments Phasel ....... ................... 1111 .. .....:...........<................,..........,.:............................._..........7306...............................By Quote .... SiteAssessments Phase ll ................ ....... ........ ........... ......:........ ................. .....................:.:............ ........... ....:...:..7307.'::;...:.,:....:..._:......... i By Quote DeportPreparation....................................................,......................,.......,.....,,.::...._..,......::....:...........,...,............734(1 .................,_...,....... By Quote healthand Safety flan ...................... ....................................... ............. ................................... ..:..............;......... .7320.... ....... .............. ........ $350,00 Support Equipment Environmental A.ir'Moniforing Equipment, per da5........................... ...—................. :.._.—....... ........ ................. ...........,......,...,.....72"E6................:. ....... .,.,:,.. 100.G0 MagnetornewEquipment, per day......................................................................................................................7309................,..............>..:.10040 Water Pump and. Generator, Per day...................................................................................................................7311 ..,................ ..,:............ WaterMonitoring Equipment --.1 ....... ...... -- ....... . . ........... 1--l—.11-1.1-1 .......... .......... ... 7316 ...... ..... .....................,......50.60 Health Safety Equipment: Level R, per Person ...................................... -1--- .............................,.... _...............................,...,,...._ 7227 ............................... By Quote .. 1111... Leve] B, per Person, per day, plus hourly rate .......... ....... .................... ............... --- ........... ..............,...... 7228...... .............. ,..,.:.... .ley Quote LevelC, per Person, per day, plus hourly rate.....:..............:.....:..:..................:....:...........................:.......:...7229....... .................... ........ .. 75.00 llealthand Safety Supplies, per day.............................................................................................:..............721.7.................................,150.00 22 of 27 Southerxi Ullf6rnia Area Effective 7/0-1110 Schedule of Fees for General Field Services A10 General Field Services Activity Goth Technician with l achometcr, Rtgular Time, per hour, 4-honr minimunt.....:.................................:....................3110............,.....,............... $ 90.00 Filen Adhesion, ASTM D454 Rcgufar Time, per liour, 4 -hour minimum.........................................................4474 ,......................,.............90.0#3 Dry Film Thiekncss, ASTM D6132, Regular Time, per hour, 4 -hour minimum.............:..................................4475 ......................,.............. 90.00 Fireproot€ug Technician, Regular Time, per hour, 4 -hour minimum...................................,.......:.................:.;..321 o .......,.,................>,......... 90.00 Fimstoppiug Technician, Regular Time, per hour 4 -hour minimum............:..........:...........................................3211 ..................................... 30.00 Batch Plant Technician, Regular Time, per hour, 4 -hour minimum ...... .............,................ ..............1...111. ....... .,.33113..._._.. ...... ._.,... ..,._....... — 90.00 Roof ing Technician, Regular Time, per hour, 4 -hour minimum ...... .................... ....................1111..-....,..... ... ..... ,.34) 0 .... ,........................ ........ 90.00 tvlembrane Technitiaan, Regular Time, per hour, 4 -hour €rsiniamm .......... ................... ......._--...-35 £4................-1111. 90,00 RoofingiWaterproofing Technician, Reguiar Time, per hour, 4 -hour nAr it AuI.................... . .....................33531 .... .,....... ......... ... 913.00 Water Control TvzImicfan, Regular Time, per hour, 4 -hour Minimum ..... ............ .......... ............ ........ ............... 36110 .............. ...... ........:......... 90.60 Field. Coring Technician, Regular Time, per hour, 4 -hour mirurnuan......... ................ ............... :1111................ ..... 3720 ... .................. ..............150.00 Mileage. ....... ._.-......... ................................................... .........................,.... 5101.....,... ...... ....... 0.75 Special Tesungllnspection Services.",...........................................................:..........................:..............4420,...,...,.....,....... ................ 4825...,... ............. .................. ..13y Quote Structural Investigations of Existing 13uildings....:...11,11111, ­­ .... 1.911-7 ....... .................... . Quote CorrosionSurvey..................................................................................:.....................:........................................3096 ........,..............-....... By Quote Ground Penetrating Radar, per hour, 4 -hoar minimutn.......... ......... --.,.................. ....,,......................... ......... .,,...3#197... ........................... 1 _ 375.00 Field Technician Minimums Regular Hours, Monday through Fridaay, 00am to 4:00pm. Show -up time, no work performcd.............. .... ........................ ......................... .................. ............... ................... ................2 -hour minimum charge- Field hargeField Service Calls._............................................:................................................,....,......,.......,....,..............................4 and 8 -hour minimum charge Field Services Work................................................................................. a mirrimuni of I hour per week engineering supervision may be charged '�v�rtirne Monday through Friday, Over 8 Rours or atter 4:00 p.m.; Saturday, I to 12 Hours...................................................................... time and ane -hail Sundays and HoIidzays, t to 8 fiours.........................................................................................••.......... ...,;........._.::....................... time and ane -half Monday through Saturday, Over 12 Hours; Sundays and Holidays, Over 8 Hours..................................................11.......1.............1......: double time field quip ent Charges Activity cost Skidmore, per day ...... ..................... .............:................... ..................... ....... ....................................::................... 4415 ................. ............ 1111. $ 50.00 TorqueWrench, per day ..... ............................ .........:........ ._.-:......;........-..................................... .....,............ 1.., 4413 ......... ....................... .... 25.04 multi lier, per da 4414..- __ ....... ........ I ...10.00 Pull Test Equipment (ram, pump, gage), per day................................................................................................4464 .<. _ ..............11:............150.00 Dynamometer,.per day.......................................................................................................................o....:..,........4455.......;............,..,..........,..25:00 SclunidtHammer, per day.. ................ ................... ........................ ........... .............. :.............. ............... ....9704..,.._..,.....- ....... .....,....... 40.00 WindsorProbe, per location (3 -shots) ................. ............... ........ ................... ...................... ............ .......... 9705 ..................................... 50.00 RentalDipstick 2000, per week.:........................:..........<.-.....................,..........................................,.....__..........4825 .......,......................... 2540-10 Flatness Testing, (unifier 10,000 -square feet), per hour...........:..................................,..................................,......4814 ...................... 150.00 Flatness Testing, (over 10,000 -square feet), per square foot ... ..... ........... ___ ................... ................ ................ 4825...,... ............. .................. 0.07 ['field<Hardraess Equipment, per day..... ... _­­ ......... .................... ...... I ...... ... ­ ... --.I., ... -.111 ...... ...... ­­ .... 1.911-7 ....... .................... ...... 50.00 MetaliographicReplication Kit, per day ... ...... .:........ .:............... ............... ____ ....... ........ ............. ..,< ...... - .......9118 ..:.,.........:........,............._ 56.017 DryFilm Thickiaess Gege, per day ........................... ....... .......... ...... .......................... ............... .................... ..... 4409.......................,.....:.,...., 40.00 lvfisc< Equipment Charge..................................................,..,.................,............,...,............................................4416 .........................:.-... By Quote Photosimss, per day............................................................................,.......,................................._.................... 4419_..__ ................. _­. By Quote Vibration and Sound Monitoring, per day__ .... ............. ................. .................... ...... ......... ___ ...... 4430.,,... ..................... -".By Quote Canorere -Sir Meter, Pressure of Volumetric, per day....:........:..................................._...o.............,,.._..,_.....,-1111„4431 .......... ........,........ .,....... 25.00 ConcreteUnit Weight Kit, scale; bucket; plate, mallet, and rod, per day .:. .....___ ...... _1 ,......... ..,.... .4435 ................ ._,........... ....... 25,00 2-incli cube brass ernbccco.tnoWs,each por day __ .......... ......... ........ .. _.._ .......... __._ ....:.,.. ......... 25.00 Film Adhesion Fquipmena Dollies and Epoxy, per daj. ........................ ... .....1111 ,.... 9127.................................... 50.00 StrainGag. ........ ...................... ............ ....... ................. .......... .................. ...... --....... ...,....,....-. ....... .'..4467 ...... ,.,........ ........ _,.-,3y Quote 1 of 27 General Field Services Continued A10 Concrete Coring Services Souther:3`California .Area Effective 7{01110 Technician and Equipment Concrete (4 and SDour minimum), per hour... .... ......... ......... . ... 1— ........ $15f3.0D Individual Core Prices (ail prices are for a four core minimum job): Stab on Grade Coring for 2", 3" and 4" Diameter (first 6" in depth.), each.......:....................:....................7023 ............................ ........ 60.Gfi Stab on Grade Coring for 6" and x" Diameter (first 6" in depth), each....,...............<.<........,.<.....................7025..........<..........................65,00 Slab on Grade Concrete Core (price per incl( after 6" in depth), each........................:.....,...........................7#326 ......................,.........:...... 5.00 Wall Cores 2", 3" and 4"' Diameter (first 6" in depth), each...........:.......:......__..._............:..........:..,..°.,.........7027 ......... ,......... .................. 75.00 Wall Concrete Core (price per inch after 6" in depth), per inch . ....... ............. .................... ___ ... .......... ..... 702g_........... ......................... .. 5.00 (Wa11 core prices based on Contractor supplying access to area to be cored) lvfiscellaneous Concrete Coring Prices: Patching Slab on Grade Cored Boles with 2500 psi Concrete Patch, each ..................................................7345 .................. ................. _. 10.00 Thickness Determination per ASTM C42, "ch ...............................:.:................<.:,;,:.....,<...,...............,.,....;7345 ..................... ...........:.... 10.00 Compression Strength Determination..... .... ...........................,,.....,,.........,..,,.....,.i34T .....................................40.00 Pachometer to Locate Reinforcing Steel (coring jobs only, 2 hour minimum), per h€aur ............................7344 .... .............. ___ ....... .... 90.00 TravelTime. per-1our......................................................................................................_............_....._.............723a.....—........, .................55.00 Mileage, per mile :..... ........... ................................ .......... .......... .,....<.....,................_........,........ 731:3 .......................... 0.75 Aspbait Concrete Coring Services `technician and Equipment Asphaltic Concrete Cores (4 and 8 hour minimum), per hour_... ... . .................... 3710 ...... . . ........... ...... ...... 150.00 Alternate Individual Corc Prices (all prices -are for a.four care minimum job): Asphaltic Concrete Cores 2", 3" and 4" Diameter (First 6" in depth), eeclt................................................7022............. ........... ..........:.. 60.04 Asphaltic Concrete Cores 6" and tl" Diameter (first 6" in depth), each ......... ........ ........... <.............. ........... 7029.....: ............ .,................. 60,00 Asphaltic Concreie Cores price per inch after 6" in depth), oaeb................... _.................,..,_......,...........1030...,................................... 3.50 Miscellaneous Asphaltic Coring Prices: Patching orcor6 Drilled Hoies Using Cold Patch Material, each____ ...... ........ ................... 7031 .........,..,........................ 25.00 Thickness Detonnination per ASTM C42, each ................ ......... ................. ............... .............,..,..>....,........., 7032___ ............ ... . ............ 25.00 Specific Gravity forDetermination of Percent Compartion per ASTM D 2726, each., ............ ................ 7033 ,..................................:, 35.00 Specific Gravity for Determination of Percent Compaction by paraffin, each..__. .............. ........ .. ___ 7034 ,..................<............... 55.00 2 of 27 Sovtherri California Area EMetive 7101110 A Laboratory Testing -Aggregate AT Aggregate Properties Activity Cost Absorption, Coarse, ASTM C 127, each................................................................................................111..........7000...................._............. ......... . 7101 $ 45.00 �'...............................................................................:........ Fine, ASTM C 12$, eaah ....... ., ..........,.... 55.00 Hardness'fest, ASTM D 1865, each ....... ............... .............. ........ ................... ........... .:........... ............................ 7557 ........... ........ .,......... By Quote InLab Rock Coring and Cutting.................:..........................................<_........,....»......,.....,......._...............__......4312 _...........,....... .,,,........ ... 3.00,00 LossOn Ignition; ASTM C25..._ ................................ ..,........ ........ ._.........._..........,...,............................. 1..11.1 ..... .7037 ........ ,.....,. I ... ..-........gyQuote ...............:1111....,.......... 165.00 190.00 Percent Flat/F longated CRD C 119, ASTM D 4791, each .... ......................... ___ .................... ............... ..1111...7010 ....... ............... ..,...... .... 200.00 Pilate Bearing Test, ASTM D 1195, D 1196.........,........._... .... .... ..... ...................... ........... ................ ...7118.........., .... .......... ,...,.By Quote Petrographic Analysis of Aggregate.ior Concrete, ASTM 0295, each...............................................................7024 ................ ........ ,,.... By Quote Potential A.lkall-Silica Reactivity of Aggregate fi(jr Concrete, ASTM C 289, Chemical Method, each ..............755! ...............................13y Quote Potential, Alkali Reactivity of Aggregate ft)r Conoretc, ASTM C 1260, Mortar -Bar Method, each ....................7552 ........... .................... }3y Quote Potential Alkali Reactivity of Carbonate Racks for Concrete, ASTM C 586, Rock Cylinder Mfthod, each...... 7565_ ...................... .......13Y Quote Sodium or Magnesium soundness, 5 cycles, ASTM C88, each......:....:..............................................................7(172......:.............:. .1:111..: 220.00 Specific Gravity, Bulk SSD, Coarse ASTM C ]27, eac2...................................................................................7013 ....... ___ .................... .. 70.00 Specific Gtavity, Bulk SSD, Fine, ASTM C 128, each .:.......................................................:.............................70I4 ......... ............. ......... :..... 80.00 Specific Gravity, Bulk SSD, Coarse, Complete ASTM C 127, each__ ................ _.__ ............ ................. ... _,7045- .... ­.- -...'-1 .... -.1 125.00 Specific Gravity, Milk SSD, Fine, Complete ASTM C 1.28, each ............... ............................................... ....... ..7046 ...... ....... ___ .......... ... 135.00 Unconfined Compression Test of Intact hock, AST.N4 D2938, each .......................... ...7021 .. . 70.00 Unit Weight, A51M C 29, (No Air Void Determination) each.......................................................... .......,.................'70:00 tini€ Weight tend Air Void Dctertnination - Coarse Aggregates, ASTM C 29, each--, ......... ...............................7035.............._........_:,........ Unit Weight and Air Void Deter€nination --Fine Aggregates, ASTM C 29, each .................. ..70361...1.11:....... 200.00 Conformity ClayLumps/Friable Particles, ASTM C 142, each ......................................... ................... ......... . 7101 .,............:,................,.. 80.Ot} CleannessValue, Calif. 227, cach........ ..................... ......... .....:.......:...................................... ............... ........... ...7004.........__..,.....,.......... .....125,04 Durability Index; Calif. 229, Coarse, each.............................................:.......:..........................,.............,........,..7005 -.150.00 Durabilityladex, Calif. 229, Fine, erz1i...................:.........................................................................................7006 ,,................................. 150.00 LosAngeles Rattler, ASTM C 131, each.- ...... ............... ...>,........... :................ .....>.............,......... ._..,....,....,.:...7008 ...............:1111....,.......... 165.00 190.00 Los Angeles lt.aaler, ASTM C 535, each....:.:.....................:...............................................................................7009 ...... Lz'ghtaveight.Aggregate,Coarse, ASTM .C123,each........ ..........:.............. ...,.......................>:....,..,...,.:....,7007 .....,...._...,.......,,:....,.By Quote Lightweight.Aggregate, Fine, ASTM C 123, each .... .............. ........................................................... ................. 8524....... Quote Organic Impurities, ASTM C40..; ... j.4 ...... . ....................... ­­ ....... .............. _..... 1111.. 1111 ., 71 15... , SO:UO ......,.. Sand Equivalent (Average of3) Calif, 217, each ................................................................................................BS 16...................>,:............: B(7:411 Saud Equivalent (Average of 3) ASTM D 2419, each_ ... ....... ...... . .......... __ .......... ............ .......... ... 712a ...... ............. 80,00 Sieve Analysis, Coarse, ASTM C 136, each..........:......................:.................................................... .............. 7015.......... ............. ......... ..:110.00 SieveAnalysis, Fine, ASTM C 136, each ....... .... ..................... ............. ......................... ........ - .... I.- .............. 7016 .....,..•.................._....... 110,00 Sieve Analysis, Fine and Coarse Combined, ASTM C 136, each ..:..................... ....... ...,,,,..111:1........ ............ ..,.,.7549.... ............... .......... :.... 175.00 StainingMaterials, ASTM C 641, each ..................<. ........ ..,............ .<.................._....,...........,....,,....,..,,._.7553.._.............._............. By Quote A Rush Charge of 100% for same-day results apply to the following tests: ASTM 0136 + ASTM C29 (Unit Weight only) 4of27 Southern Catitorniq Area 1% 11-S& 0 14 Laboratory Testing -Asphalt Concrete Asphalt Concrete Activity Cost Aggregate Correction for Ignition Oven, ............ __4117 ..... $50.00 AsphaltCore Density, each ....... . ....... 7 .............................. .... . ......... _._ ........... ....... - ............. ­­ ... ........ -41 ....... — 35.00 Centrifuge KerosDne Equivalent...................................,....,................. -------- .......... ......... ................ __41 18_ ......... ............ _ 150.00 Complete Asphalt Concrete Mix Design, each ...... .. . ....... 1-- .............. ....... .......... ­­ ­­ --- ­ ......... I ... 1.-1..".4119 . ...... ......................BY Quote Extraction, % Asphalt, ASTM D 21772 (Method A, B, or C) or CaLUE 310. Excluding Ash Correction, each._41 10 ..................................... 75,00 F.Ytraction, % Asphalt, ignition Oven, each .__ ........ . .. ____ ............ ................. ........................... __4111 ............. 11 ...... . ..... 100.00 Gradation m Extracted Sample (Including Wash) CAR, 202, each ... ......... ............. ......... -—.1.1--1114 log _-.1-1--..".....", ....... 100,00 Maximum Density . —1.11.11.1- ............ — ........ Hveem, Lab -mixed - Calif 366, each........................................................ .......................... . 175,00 .. llvcem, Pre -mixed - Calif, 366, cach— ........ ____ .... . ............. ___ ....... _­­­­ ............ --1 ... -611 ..... -1-1._-11.1- 135,00 klmhpll, 4 -Inch Lab -mixed - A$114 D 1559, each.....,. ....... __ .......... ....... ....... . ......... :­-_­­ ........ 4106 ........ ............. 175,00 Marshall, 4 -Inch Pre -mixed - ASTM 1) 1559, each .... ... . ...... w. ....... ­,­­ ....... .......... ...................................125.00 Marshall, 6 -Inch Lab mixed - ASTM D 5591, each..".., .......... ........... 4122 . .......... ; ........ j ......... . .. . 300.00 Marshall, 6 -Inch FT&-mixtd - ASTM D 55811 each ........ . . ....... ...... 4423 ....... . .......... ........... -, 250U0 .-... M,aximum Tbeoretical Unit Weight(Rice Graivity). ASTW2041, each ...... ........... ............... 4120..... . ...... ........ ....... _­ 175,00 Moisture Content of AsphaI4 CT382 ............... ....... ........ --111.-_1...,7019_ .......... .............. ­­.. 35.00 Moisture Vapor Susecptibility............................ ....... ............... . .......... ......... --._1 ............ 4.113__ ............ ........... 200.00 Penetration ASTN4 D 5, each ..__., ...... ....... ........... -.1 ...... ....... 4109 .............. ­­­­ ............ 60,00 stability Tests, Hvccm, Lab -mixed - Calif, 304, each ..... _ ................ _ ................... .... ..... _ .............. ............ 4100 ...................... - .. . ....... 250,00 Hveem, Pre -mixed -Calm 304, each,, __ .... ... ___ ....... _1-.1-1---__-- ......... .......... -11.1-1 ........... 11114191.__ ............... . ....... ..... 200.00 Marshall, 4 -Inch Lab -mixed - ASTM D 1559, each..........,.. ... __ ....... — .... _._ ........ ..... . ......... ......... ...... 4102 ....... ........................... 250,00 jvlarshall, 4-larch.Fre -mixed - ASTM -D 1559, each.- __ ............. ........ ................. 4103 ................. __._ 200.00 Marshall, 6 -Inch Lab -mixed - ASTM D 5$181, cach- ...... ......... --1--1-..1.1-1-1 ............... 4124 .......... ........... 250-00 Marshall, 6 -Inch Pre -mixed - ASTM D 558.1, each- ...... ___ .. ......... ........ ....... ___ ................. 4125.....................•............. 200,00 5 of 27 Southern California Area Effective 7101110 �A��.�� Laboratory Testing -Calibration Services ORO Calibration of Skidmore -Wilhelm zelm Device & Torque Wrench Activ4 Cost Calibration of Skidmore -Wilhelm Device, in Lab.....................:.......................:.................................................4403........... I.................... $ 150.00 Calibration of Torque Wrench by Skidmore -Wilhelm Device, each bolt size (3 required} ...............................4404 ... .,.......................... ...... 75.00, Calibration of Hydraulic Jacks Upto 50-tons 4450-.,......................._........ 150.00 .................................................................................:....<..............<.............:..............................,... 51 to 74-tons............................................................ ......... .......... ......... ....... ............ ­ ........................... - ...... 4451 ............. ,....... ,....... ...... 175.00 75 to 519 -tons- ................:......................................................................................,...,..........,......;.,....................4452....................,........... :...4499.,............................, 206.00 100 to 199 -tons. .........................................._.......,...,............,..,..,........................................................................ 4453............,........ ....... .......250.00 200 to 299 -tons ................. ............:.................>...,............,....>.....................,........,.........................................4454 ............................... 300.00 300 to 500 -tons ................... -.... ......................... ......... ............. ........ ............................ ......................................... 4466 ............ .........;.......... 1.1500.00 Custom. Systems ...... .... ............... ...... ...... ........... ............::...:.............. ........,...,:..,............ .......... .......................... ,....4455 ......................... y Quote. Note: Extra -handling charges will be made on any rare or. Pump too heavy or Bulky for uric €na€r to lift. Calibration of Measuring Device Calibration of Linear Mca8uring Device, each ... ..---•.-....... ... ..... _. .. ,. .....4497 .............. .,. BY Quote taaiibration of"Temperature Measuring Device, each .......................... .. ....4498 ____ ...... ........... .. By Quote Calibration of Mass Measuring Device, each ...................... .. ... :...4499.,............................, By Qnate ................................................................. . ................................._.......,......:4.483 Force, cad ...... ..... .............. ..... ..................... By Quote Pressure, =L... .....................................................................:............................._........,.............,.......4484...............,....,..........By Quote Temperature, each..............................................................................................................................................A485.. .... .......,......... .......By Quote hzirared'Femperature Gun„ each.- ..................... ........ .................. ..............:....,.......... ..,..,....... ....... .................... 4486...., .... ,...,.............. ....,....50.00 Ampmeter, each..............................................,.,.....,.................,.,.........,.....,.........,.....,..-..........,...,,,........,...-....:,..4487 ........ ....................... .-.... 50.030 TorqueWrench, each ................. ....... ................................. ............. ,.....,........:...., .....o.... -.-......,....,.,..,.............-,.4488 ........ ............................ . 75.00 6 of 27 Southera `California Area F'Mctivc 7101/10 A Laboratory Testing -Concrete Rio Cylinders, Beavis & Cares Activity Cost Compression. Test, 6" x 12" cylinders, including hold, ASTM C 39, each .......................... ............................. ..4300........_.:..,......,............. $ 20,00 Weight per cubic toot of lightweight concrete cylinders, each.......................................................:..........:...:.....4343..................................... 50.00, Flexure'fest, 6" x 6" beams, ASTM C 78, each ..........:............ ........ ....... ..... ....................... ........... .............,.,,....4104 ,........,.............._....,....... 85.00 Splitting Tensile,, 6" x 12" cylinders, ASTM C 496, each........................................................:.......................,-.43(?5............_.............,.....,:.. 65,00 Moduluso€Elasticity Test - Static, ASTM C469,each'..........................................................................:......__4306....,......................,,..125.00 Unit.Weight, Ahsarption, and Voids. in Hardened Concrete, ASTM 0642, each ................. ................. ............-4227 ............ ....,.....,......."... 150100 Compressicrn.Test, 2" - 4" - 6" marcs, ASTM C 42, each___ .......... ___ .................. __ ...... ___ .............. A311 ....... ..,......... .,........... ..... 50.00 InLaboratory Core Cutting, each...............................................................................................:.......:................4312....,:...............................54.00 Cylinder Pick-up (within 40 -milt radials from Laboratory) 6:30 a.m. to 5:40 pan., Monday through Friday - per sample....................................,........,.............:..........5600...,.. .......... ._...:............... 14.00 Before 6:30 a.m. and after 5;00 p.m. and Saturday .............. ..................................................-...................5001..................................... 19di0 Sundayand f olidays -per sample................................................................................. .::...s.......,.::..5002 ;....................................25.00 MinimumPick^up Charge.......................................:................................................................:..................5003 ..............,....... ................ 21.00 rick-ilp of flexural "rest Beams, each l..........................................................................:......:..........: .....,........ 5021,.,...,.......-... ........ ............ 29.00 Forensic Testing Petrographic.Examination, ASTM C856- ............................ ............. ...... ...... ...................... . . . .. . __ 4319 _ ............... ........ . . By Quote Moisture Vapor- Transmission; Calcium Chloride Moisture Kit, ASTM F t 869 ............. __...............,............... 4459 ..................................... 25.00 Inplace Moisture Content.; .... ...... ....................... - .............. ........ 4457 ..............................,.,.:.. 75.00 Corrosion Potential, 1-1211' Cell, ASTM C876 ................................... ..................... ......... ..............<.......:...... ,...... A489 ...... ............... ......... ,By Quote PulseVelocity, ASTM C597....................................................,.,...............,........,--,.....,............. ,...,...................4301 ...................... --.......By Quote CementAnalysis, ASTM C1 I4,each...................................................................................................................4473...............................13y Quote Shrinkage Length Change (3 bars, 4 readings, up to 90 days), AST9 C 157 Modified......................................................4307.........,..,...,..................240.00 dditio al.Reading,.persetof3bars....................................................... .......... .........................4308 ... .,... .,.......... ,................ 40.00 Storage over 90 days, }ger set of 3 bars, per month ...................................................................:..........................4302 ..... ....... ........ :............... 40.00 Pick-up/Deliver Shrinkage Molds€Samples, per se...............................................................................:............502p ..._............. ___ .............. 42.00 Mix. Design Mix Design, Determination of Proportions, -(3 Business Day Tum Around) each..............................................9500...................:............... 125.00 Mix -Design, Determination ofProportions, Requiring Same Day. Service.................:.......:...............................9501....... ,...,........ ..,............ 150.,00 Preparation of Special Strength Documentation for.Mix Design,.eacla......................................:.:......................9502..:............................. 200.00 Amend or Retype Existing Smith -Emery Mix Designs not involving calculations, each ............ ..,....... ........... ,.9503 ...............:...................125.00 ReviewMix Design prepared by Qkhers, each___ .......................................,................................:,.....:...:..,:...9504...................................104.00 Laboratory Trial Butch Laboratory Trial Batch, (includes damp, % air, unit weight, and. up to 7TcyHriders; ASTM C 192, each.......... 4309 .................................... 704.00 Laboratory Trial Batch. (including the items above and shrinkage, ASTM C 192, each....................................4310..........,,...,................,..'150:00 Sam ling Material for Lahorratory Trial Hatches, per hour ..... ........ ........ ............._........,.........,.................... ..4315 .......... ...................... 150.00 Cuxiite & ,Shoterete Compression, 2", 4", 6" Cores, including trimming ASTM C 42, each..........:.....................,..............,..............4314 ........._....... ....... 50-00 Pick-up Shoicrete Cores.......:..............................................................................................................................5016.........................,...........10.00 Pick-up Ganite Field Sample (40 -mile radius) less than 1€70 lbs., each, ................................................,.......,.....5€117............,.:.-...-.........:.... 60.00 -- Pick-up Ganite Field Sample (4.4 -mile radius) more than 100 lbs,, each.............................................................5018....................... ..,:......., 104.00 ACI546.2 Cors, Ciading, Per core ............. ................... I—— ....... r............................:...........:....-.....-.......,:............. J027........... ... ............ .......... 74:00 Lightweight RoofFill ASTM C 0 CompressionTcst, each ........................<.,.,.........,................. ............. .._...................... ...................... ...,..._......... 43$4............................ „ .... 50.00 Density, each ................. ......... ...... ...... ........ ....... ...... M .... ...,,.................... ................................. ......... ..................<:43iIi,_._....._................ 50.04 9 of 27 Sm4hen'Ctliforn€a Area . Effective 7IO111.0 4f%� �tVt. Water Absorption, ASTM D510. ....... ___ ... __ .... _ ........... ................... ............ ........ .,........,,........ ............. 4340_ Laboratory Testing- Co nstruction Materials CompressiveYield Strength, ASTIM D695 .............. .............:.........a,,.......,...,<.............................. ............. .........4341...... Roofing Tile Activity Cost Absorption, each.............................:.............................................................................................................:......4700.................................. S 50.00 AdditivnaVSp3ecial. Tests. .. . ......... . . ................ .................... .4701...-1.1.,,...1 ....... ........_13y Quou" BreakingStrength per U.B.C., each_"'_ ........... ....... .._,,....,..,,...,........o...._...,.............. :............... ...4702 ... ........ ..,...............,....... 50:04 Slate Modulus orl lxsricity, ASTivI. 0120, 3 panne), 3 perpendicular, ;M each___ ................................................4805 .......... _.._.......... ...,..._.540.00 modulus or.Rupture, ASTM C120, 3 parallel, 3 perpendicular, $90 each..„......................................................4806................................... 540.4it Water Absorption, ASTM 0121, 3 parallel, 3 perpendicular, $40each..............................................................X1807............................,.... 240:.00 Weathering, ASTM 3217, 3 -samples, $90 each.............:.......................................:...........................................4808..............................,.... 270.00 Fire Rope Wire Rope 0 €hrough 1" diameter, each.....................................................,....................................::..................4426 ..... ___ .............. ...,,..,.... 80.00 WireRope i thrnugh 2" diameter; each ...... ...................................... ................................................................... 1427....,.........,... ........ ......,.. 250.00 WireRoles over 2" diameter, each ......................... ............. ...................... :....,....,.........,...,.,...,...........................4428......................,........By Quote Note= Sockets furnWs d by olient Epoxy - Cora & Coring Field. Coring Technician and standard equipment, Per hour ... ............. ....................... ......... .......... ...................... 3710,......, ........................ . 150.00 ShearTest on Epoxied Cores, each.........................................:............................................................................4318 .......,............................. 50.00 CompressionTest, Cyiinders................_......,.._.........,......---._.....................,.......:......................--.........................431 G .................................... 50.00 CompressionTest, Cores...__. ......... ...... .............. . .......... __ ......................... .................... ................. --4317 ...... . ............ __ ............ 50.00 Fick -up Epoxy Cyiintlers - Per saimple............................ ........ ___ ..... ................... ......_............... ............ ........ 5026 ...... ...,......... ____ ... ...,,,, 9,00 Salt Spray 241-iours, per panel .............. ..................... ...........,......,................ ............... .......................... I.... ..... X1407.,.................,...........By Quote Fireproofing Tests OvenDry Density, Per semple::......:.................................................................:............. ...:............. ,...... 435€1...........:..........................30:0(1 Adhesion/Coliesion Testing, per hour, 4 -hour ............. .................... :.....,......................... ...,._.............__..4351..:............. ............. ....:.. 1004 Pick-up Fireproofing Samples, per simple . ........ .................. ...... ............. ..................... .......................... ....,.......,.5014 .... ,,..;;:........:............. 10.00. Glass Fiber Reinforced Concrete Flexural Strength, Mthout M.O.E; d mquited, $45.00 each.................................................a..,......................,...4320................................... 270M Flexural Strcn th with Ivf.OZ, G required, �i45,Oa eaoh..............................................................................<..,.4321................................... 870.00 Density, 3 required, S50.00 each ..< ..... ............ ..................... .... .............. ....... .................... .................................. .4322.,.->.... ............... ........,..150ai3{} Tensile Strength, 3 requirtrl, $75:0€1 each...........................................................................................................4323................................... 225.00 ShearStrength, 3 required, $75.00 each ............... ................... ....................... ............................ ............. ...........4324... .................. .............. 225M Fiber Wrap Tensile 9trength,°1 panel (12Nl2")s5s ples,.5150.00each................................... ..................................... ...43261..,.. .............. ................ 750.00 Saturation Resin f6r Fiber Composite Water Absorption, ASTM D510. ....... ___ ... __ .... _ ........... ................... ............ ........ .,........,,........ ............. 4340_ ..... ............. ............. .20E1.Qo CompressiveYield Strength, ASTIM D695 .............. .............:.........a,,.......,...,<.............................. ............. .........4341...... .... ............ ......... .... 600.00 Flexural Strength, ASTM D790.,.._.................................o................,:...,._.,..,..;................,..............,.,...,..............4342.....,..............,.............. 7S(1.(3C1 ShoreHardness, ASTM D2240 ........ .........<........... ..,.............,,.........,............................ ..,..,.......................... ......4343 .... .......... ........ ...,....,.:..MUD Tensile stzectgth and Elongation; ASTii D638 ............ ..., ..... ._,...,.<...,:......o........ ..........._..,...,.......... 4344 ......_....._...................750.00 Evaluationper MW1J RFQ 7U4.................;............................................. ........... -..,,............ ,.... ................ .,...,....4a4 ......._............---------- By Quote 10 of 27 Southern Califomla Area 1.fFective 7161/10 Laboratory Testing -Construction Materials C onfi e BRA -TO . Strut twiraiLuinber Activity Cost Flexure, ASTM DOS......:...................................................................................:...............................................46470.......,.......................By Quote Compression, ASIFM D19$ .................... .._.......................... ...... .....,........................ .. .....................4471 . ...... ......... ............. _BY Quou, Tension, ASTM D198 ......:............... ...........,..:............. ........ :..:....................... ..... .................................. ............ A472.... .... .................. .....By Quote` Torsion, AST>Gt D198......................:...........>..................................._................................................................4478,..............................By Quote Shear, ASTM D198 ..................... ..... .................................... ._....... ....,..... ,......................... ....,.......... ....4476... .... ......,................. By. Quote Specialty Grout Rapid -Hardening Grout, ASTM Cq28 .........................................................................................:.......................4395......................,........By Quote Non -Shrink Grout, ASTM[ C 1107 .... ........... ................ ............. ............................ ........................... ................... ..44396 _............................ By Quote TimeofSetting,.ASTM C266,each_...............:.....................................................................:...........................4494.......................,........ $150.00 Sulf°ate txpunsioh. ASTM C WT2, each..:....................................:......:............:...,..............................................4491...._................_:._......... SflE?:0i1 FlexuralStrength, ASTM C348, each .....................:......:.......................................................:..........................4492....... ............... ....„....... 4WOO Consistence (Cone fest), ASTM 0939, each ................ .......................... ....... ......... ......................... ................. ...4493 ............... ____ ........... 250.00 Bleeding, .ASTM.C940...........:..............:.................,.......:................,.,.. 4494_ .. .................... ....... . 3.50,00 TotalChloride Tans, A"C1152, each ...... ............................ ................. ...........,.......,.................. ,......... .....,..,4495.......................... ,........ 150.00 Permeability, ASTM 01202; each.......................::............._._....................................,........................................._.,4496..._............:.................. 600.00 Standard Specification for IWttar for Unit Masonry, AST l C270__ ..... ..... .4550 ................... 13y Quote Potential Alkali -Silica Reactivity by Mortar liar Method, ASTM C1260_ . . ................ .......... ............. 4551 ........ ......... ____ .... By Quote Potential Alkali- Silica Reactivity by Accelerated Mortar Bar Method, 01567 .... ........ ................. _.._._.... ,........ A532 ........ .............. ......... BY Quote Standard Specification for Plastio (Stucco) Ce€acnt ................. .........4553 By Quote Standard Specification for Non -Asbestos Biber Mat Reinforced Cement Substrate Sheets ................................. 4554.......,.... .......... ......... B€rote I € of 27 Southern California Area Motive 7101110 Laboratory Testing -Masonry Brick ASTM C 67 Activity Cost CompressiveStrength, each.......:...................................................................................................... _,4200 ....... 1111............. .......... $50.00 Modulus bf icuptiire (flexure), each ......... ........................... .......................................... ...................... ................ 42€71 .............. ,.,..... ......... .... .50.00, Flexural Bond airength, One set of five joints ......... .......................................... ............. ....... ...._............... ......... 42.17....,.,....,....................... 300.00 Diirierisions, overall, coring, shell and wcb thickness, per brick..,. ............. ........... __ ...... 4202 ...... ,........................... .. 50.00 Coeff-16ent of Friction (5111 test), each..............:...................................................................................................4203 .... 111_......,............... ..... 195.00 Initial Rate of Absorption, cacti ................................................................... ...................1..............,..,..............4204 _4204_ ._.. 1111 ............ ....... 35.00 Absorptim - 5 Baur or 24 hour, set of 3, .................... 42(15 .. 150.00 Boil, 1, 2 or.5 hour, set of3.................................................................................................................................42;36.....1........................111.., 250,00 Efflorescence, each:..............................................................................................................................................4207....,...,.......,.................... 75.0'0 ................. ...................... .......................................................................................4208 Cores, Compression, caeh,<. ............1..,.,..........1111. ,.,.40.00 Cams, Siicar,:iT and.8" Diameter, 21^aces, per core ... :........... ............................. 1111.. ................... ,,............ ........ 42091111 ...... ......... ................. .70,00 Freeze Thaw (8>r8,:4x4j, 5 samples, 30 ayctes...............................:.................:..<......,...,...:,....;,,,:,,...,...............4222,::.............................1,540.00 Pick-up Brick Satipiss,:each...:..................... ........ ....... .........................................:........................................... 5004..... ...... ............................ 9.00 Concrete Block ASTM C 1411 Compression, 3 required, $50.00 eaoh............................................................:........................................ 1111.._ &210..............1......11.......1.... 150.00 Moisture Content as Received, each..:.............,..............,...,......,...........,............,.........................................,.......4211 1111.. ........... ................. ...5{1.00 Absorption, 3 required,150.06 each...................................................................................................................4212................................... 150.00 Shrinkage, Modified British, AST14 C 426, 3 required, $95.00 each ... ............... ...... ........ .................. ,...... ......... 4213 ...... ............ ... ,.,..___ 285.00 Compression, 4" - 6 8" Cores, Paoli ......... ......... ....................... .........................................1:...... 1.. ............ 11.... ..4221.. .......... ..,..,.... ........_...... 50.00 Complete 0140........._.I—.............................................................................................................I......... ..4220....,...........................,..585.00 .. ... 1111. Pick -ug Block Samples. each ..... ........ ............... :.......... ...................... ....... ......... ............ ............ ........................ 5010.. .................. •......,...,.,.. 15.00 asoury Prisons ASTM 1T, 1214 Compression "fest, &' :x16" Grouted ftsriis, each ....... -.....................................................................................4218 ......................1111......... 150.00 Compressioat Test, 12"x24" Grouted Prisms, each ........................ .......... ................................... ............ ....... .....4225 .....,....,,...,....,..200.,00 Compression Test 16"02" Grouted Prisms, each ..................... .,................. .......... ,.... ................ ........ ..>........... 4226 ......•.............,..,......,.:_.250.00 Compression Test Rvith MOE, Grouted Prisms, each.............:..............................................,................1,,11...1....4223.........,.........................600.00 Unit Weight, Grouted Prisms, cacti .... ..................... ._-:.......................:._.........,..:......._.._.....................................4224,,...........,.......,,..,.......: 10€}.1117 CuttingPrisms, when. required....._ :.....___ .......... ............ ................... ............................ .............. ........... 4219.............,.............<... By Quote Fick -up Prisms - within a 40 -mile radios of.laboratot ys each ......................... . ...• . ........ ........: .::;,....5013 ..:...,.,....:.......;....,........:. 40,04 Mortar & Grout UBC S't'd 21-16 & 21-18 Compression, 2" x 4" Masoay Mortar Cylinder, each.......................................................................................4214 .,.•..............I..."....... ... 50.00 Compression, 2".Grout Cubes,. ASTM C 109, each ............ ......:............... .............. ............... .:...... ....... ...,........... 4215 ....................... 50.00 Compression, 3" x 6" Masonry Grout, each ............................_..,..,,._.........,.....,..............................._.....<......,..4216..................,,.,....,..........51?.00 Pick-up Mortar Samples, each ... ........... ........ ........................................... ....... ....... ...:....................................... _5013...:. ... ............._....,.,..,..,.. 10,00 Pink -up Grout Samples, each_.... ...........................:......:..,..,,,........................----- 5012 ... ........ .....,,:.:...... .......... 10.00 Pick-up Grout Cuiies, caeh......... ........................ :.........._................,,,............,...,.......... ,.. .........,..:............., 30[ 5......,,.................. ....1.0.00 Un-R.einforee Masonry Building Tests In -Place Shear (Push)'Iests..............11......1.............,.....1. 151>egmc Core Shear Tests,_,; ...... ......... .... . ... __ ...... W 11 A ^1 ................. ..................:........:.:4$R9........ ,....,,..,..,......;...By C�Uote .................4815 ... ...,.,......... ,,......... . By Quote a 11 10M_ ............................. .. ...._.... ­ ............. ........ .....,.. .....,,.....,...,......................4&1&........ ,,..,......,.....,....By Quote MatJack Testing ... ............ .....,... I.............,.......................,,...........,.............,.,.................,...............4$27................,..,...........33y Quote 13of27 Soutbom'Calff'ornia Area Effective 7101110 �6 Laboratory Testing -Metallurgical Professional Staff Activity Cost ,Metallurgical Engineer, per hour ...................... ........... ............ ........ 6931 ......... 100,00 Metallurgical Technician, per hour ...-.. ............ ................................... .................................. ----6919 ....................... 95.00 Metallurgical Services Tensile Test —Anchor Bolts, Studs or Threaded Rods up to 1.0 -in diam, by machined specimens, cacti ..... ..... 6959...................................195.00 Test CVN at 75V (Set of 3 specimens) ....... ; ..... . .__ ........ ........... ........ ....... .... . ..... .......... __6902 ................ ........ ...... — 130,00 Test CVN at 7VF (Set of 3 ....... ............ -_1 ­...,.... - 003 ...........—....I.......—...... 155,00 'Test CVN at 40°F (Set of 3 �pvcirne as) . . ..... .......... 1.1-11 ........ ...... I ..... 6976:........-...11,11............... 175.00 Test CVN at 307 (Set of 3 specimens).......... ................... ......... ........... .6977 ..............................-,...1.85.£10 Test CVN at 0°F (Set of 3 specimens) _ ...... ... ..... __ . . ... . ............. ............. .......... .......... __ ................. 6978._ .......... .................... 200.00 TestCVN at -207 (Set of 3 specimens) ....... w� ...... ­­­­.— .... ­­ ......... ............ . . ......... ......................... ........ 6979 ............ ....... ......... .... 250,00 Galvanized Coaling - Acid Strip Method, Per specimen Of plate, and wire __ ........................:............:...........6904 Washer-- Galvanized . — Bardiloss aper stripping, each __.. .... — ............. ...... _ ........... ............. .,11....11.. ....................... 200.00 Stucco Netting, ICC Evaluation, per roll..-,............ ............................. ...... __ ..................... ................... 6912 ........... __ ................ By Quote Kardaess'rests.Brinell, Rockwell (Standard or Superficial), excluding specimen preparation ifrcqnired64.05 Nut-- Galvanized - Hardness after stripping, each......, ..... ......................................................6983 ....... . ...... ............ 47.50 Chemical Analysis._. Ferrous Material of solid piece, each ,__ .......... ........... ...................... . ___ ... _ ................ 6920 .......... .......... 135,00 Chemical Analysis — Ferrous Material of filings, each____­I­... .......—....—.. ......... BY Q"Gte Ch.cmical Analysis— Won Ferrous Material of solid piece, cacti...— .................................. ........... ____ ........ _6990 ........ ............... By Quote Chemical Analysis — Noa-Porrous Material of filings, each__ ...... ................... __ ....... ... . ...... ___6981 . ......... ­.....I.I.I."....' By Quote Evaluate Carbon Equivalcat (C.E), each to include chemical analysis of solid piece.................:....:..................6943 ............. 195.0 Evaluate Carbon Equivalent (C.E),each to include chemical......... ...... ........... ........ �6011_ ............ ........... 13Y Quote Microhardnesssurvey, (includosmoallurgical mount& preparation), each ........._ .....................__..,1......:11,....6017 ............................... BY Quote Scanning Electron Microscopy (SEM), and EDS, per Honr (min I hr) ............................................................. 6913 ........1.........:1.............11250.00 Scartaing, Electron Photomicrographs, each (5" x 4") ....... ____ ... — .......... __ .... ............ _ ...................... ........ 6915.......:...............................8.50 Laboratory NDT Testing CUT, MT, PT) ....... ...... ...... ......................... __ ............... ... . ...... ... ......... ­­ ....6i 12..................:............0 uote Mileage, per rrii)e ................ ____ ................................. ...................... ... __ ...... ... . .......... 51ol ... __ .................... ....... —, 0.75 Adminis(rative Surcharge... ......... __ ............. ...... __ ............................ _ ... _ ....... __ ............. ___...................4443 ........................2% oFInvoice Meehaniimf Testing Bend Test—,Base material...... .......... .......... ....... ­­­ ......................... . ........ ........ 6900 ....................... __ ...By Quote Load Tests (Proof Load, Flexural, Stress -corrasion} etc,)....... .... — ........... __ ................. _ ........ 6907 .......... Quote Tensile T6i;t = With Electronic Extensometer, excludes sampk cutting and specimen Preparation, waoh.......,.%9341111... 7.5.06 Tensile Test — Square or Round'fube up to 2.00 -in. OD, Fullsize with plugs, ca..:.. .1 ......6x139 ... — ........ __ . ............ 265-00 Talbot Test — Sample preparation and test per specimen............4.1 ................ ............ 6951 ........... _ ..... . ......... _­ 250-00 Fastener Testing Torlsile Test — Anchor Bolts, Studs or ThreadedRods under 100, OGO lbf, tested full -sive, each ......................6948 ........—......... 125,00 TensiheTcsi --A mor Bolts, Studs or 11readedRods 100, 000-120,000 lbF, tested fifflrsin, each .................... 6938 ........__.....,....1....1 .-— 195.00 Tensile Test —Anchor Bolts, Studs or Threaded Rods up to 1.0 -in diam, by machined specimens, cacti ..... ..... 6959...................................195.00 ., cach— ....... Tensile Test —,Anchor Bolts, Studs or Threadco. Rods lb - Min diarn, by machined speetmens _6013 0500 _ ....... ___ ......... . ...... 2 - TonOa Test — Anchor Bolts, Studs or Threaded Rods over 2.04n diam. by machined specirntrig, Och,., ......... 6014-- ...... _ ............... __. 235.00 Nut— Hardness and Proof Load test under 100,000 X, each__ ........................ . . .......................... . .. . __ ....... 6949 ...... ..... __ ................... 35.00 Nut — Hardness and Proof Load test 100,000 — 1.20,000 lbfeach . ........ . ........ — ....... ..... ............ 6960 ....... .......... 4750 Nut— Hardbess Ir, Core Method in lieu of proof L6ad test above 120,0001bt each ... ............... ....... —.6015—_ ....... 55.00 Washer —Not Galvanized Hardness, each.'._ ........... ____ . ......... .................. ........... 6950— ........ ----1 25.W Washer-- Galvanized . — Bardiloss aper stripping, each __.. .... — ............. ...... _ ........... ............. ... _6016 .................:..........„:,11::1138.50 Nut —Not Galvanized—Hardness, each ........... ...... . ......... ....... ...... __ ............... ................... ......... .098 2 — ...................... 25,00 Nut-- Galvanized - Hardness after stripping, each......, ..... ......................................................6983 1-1 .................................38.50 NaCone Proof Uyad Test, eachi__ ......... ____ ...... _ .......11:11. ..., .< ..,..>,:.,...................' . ,..............A.6961 ....:..........................By Quote 14 of 27 Southern Califbmia Area Effective 7/01110 Laboratory Testing -Metallurgical C°ontinu d Arta``l�� Fastener Testing Continued Activity Cast A325 or A490 -- Bolt hardness only, eaeh.......................................................:................_.:,...,.................. 6951 ..... ....... ,....... .............. ...,...6952 $ 47.50 ( Bolt x1325 or A<1J0 --Wedge Tensilz up to 100> 000 lbt; and Hardness, enol€ ..... .........:....................... .............. ......-..I.................. ......... 68,0:3 Balt A125 or A490 — Tensile. over 120,000 IV by machined specimens, each .... ............. .___ ....6975 :... _...........- ...195.00 .... ___ ........................ 160.00 Bolt 1x325 or A490 — Wedge Tensile Under 150, 000 — 200, 00016f, and hardness, each.. .............. ... 6970 .................... .,............. 110,00 Bolt A325 or A490 — Wedge Tensile Under 200, 000 —250,000 Ibf, and Hardness, cath....................,....:....,...6971 ,.......... :............. ........ .. 150.00 Bolt A325 or A490 — Wedge Tensile Over 250, 000 lbf, and Hardness, tach ......... ......'....... ____ .... ........ ...:... 6953 ....... ......................... ... 200.100 Weld Procedure ualif cation and Welder Qualification Wolded Fabric Weld shear slrecigth, each sample .......... 11...1.«...1—. ............ ....... ,... 6963 .................1111................ 75,00 ........... ............................... Guided Weld Bend Tcst; excluding speci€nen preparation, each.....................................................—............,....6927....,...»....,...................... .:691ti...........,...,.............,...... 38.00 Age Bend Specimens — 48 Hrs, tip to 3 specimens'—_ ... . . . . ........... ............ __'­ ....... ............ ......... .... 6956 .............:......_.............. 140.00 Sample Cut & Perform Weld -Pillet Weld Fracture Test, each ..................... ............... ___ ...... ..............o............. 6929 .... ___ ........................ 160.00 Weld -Fillet Weld Fracture Test In Sheet Steel & Evaluate; tacit ..............:.........................:..............................6969..,................................ 130.00 Weld -Macro Etch (Plate)- cut, palish, etch, and evaluate, each ... ........ ....... ................... ............ .......... ............ ...6930 ...... ........... ,...,......... By Quote Weld -Macro Etch (Rebar # 3 d€ru 117) - cut, palish, etch, acid evaluate, et£ch................................:.........:.........6972 ..... 1111.......................... 1.30,00 Weld -Macro Etch {Rebar # 8 tbru-4 10) - cut, polish, Bich, and evaluate, each .................................................:6113 6987 ................................... 140.00 Weld -Macro Etch (Rebar # 11 thru * 14) - cut, polkh3 etch, and evaluate, each ........... ___ ................. 11..,........6973 698$ ...................................150.00 Weld -Matra .Etch (Rebar # 18) - cut, palish, etch, and evaluate, each,.........................................:,...,.,..............6974 ................................... 200.00 Weld -Radiography ... .......:............. ....................... ............... ........ .................................. ................ .......<,............. 6931............................... By Quote Weld Transverse Tensile Test, plate up to 1,0 -in thick excluding machining, each............................................6932........1...........1.............11 80.01) Weld Trarssverse Tensile Test, plate fiver 1.4 -in. thick excluding machining, each.............................................6964 .................................. 150.00 Welded Rebar Transverse Tensile `fest, fit 3 thru if7...—........ ...... ....................... ...............,................... ............ 6965 .... ................... ........... 130.00 Welded Rebar Transverse Tensile Test, # 8 thru # 10 .................................................................1111,',.....,.........61.14 6992 ....1...............11.........1.. 150.00 Welded Debar Transverse Tensile Test, # I I thru # 14_ _....:. ......... ........... ....... __......... ,...,,......<..,.,............... .6966.. .... ...... .............. ...... 180.00 Welded Rebar Transverse Tensile Test, #I8.........................................:......-.........................:n..........._.............6967.......................,,......... 450,00 Reviews Welding Procedure Specificatian (WPS), each::............:....................................;..,,............... ..:.,:...697.1 1111.., ..: 175.10 Prepare Welding Procedure Specification (WPS), each....................................................................... ........69221111.., ...............1111.. 350,00 WPS, VQR Weld Certificate, each. .......................... ...................... ........... ..................... — ............ . ........ ____071 ....... .......... .,.......-..<...... 95,00 Umess otherwise noted, casts above do not include sample prepa€lation. Sample Preparation Sample Cut& Machine Specimen —under %a -in, each..,................ ................ ....... ........................ .........:.......... .:691ti...........,...,.............,...... 65.00 Sample Cut & Machine Specimen — V2 -inch to 1.0 -in, each......................................................11.......11............ 6911.....,......................,....... 80.00 Sample Cut & Machine Specimen - 1.0 -in to I s/, -inch thick, each ............................ ..............11:11........ .............. 6968............,......:.....,... ...... 140.00 Sample Cut & Machine Specimen — over 1,'!2. -inch 2.0-1ri thick, each.....................................:..........................6984 ............:.......:.............< 160:00 Sample Cut & Machine Specimen - over 2.0 -in to 2€/z-iueh thick, each ............. ....................... ................ .........6985.....:.,.:,.. ........... ,...........18(0:00 Sample Cut & Machine Specimen - over 2'/2 -incl( 3.0 -hi thick, each..:..........................................:...................6986 ... ............ ..,.......... :...:..190,00 Sample Cut & Machine Specimen - over 3.0 -in to 3€1.24.ch thick, each..........................................,..............,..., 6987 .......... .,.,,,................... 200.00 Sample Crit & Machine Specimen - over 3 % inch thick; cacti ................. 698$ .........,...,................. By Quote Sample Cut & Machine Charpy V -Notch Specimens (Set of 3 specimens), per set.--.— .......... — ... . ......... ............:........,...,.195,00 Machine and V -Notch one set CVN specimens from 'K' Section. ... .......... .................... _—.6941 ............»..,...........,..,.. Machine and'V-Notch aux set 314 size CVM Specimens......................................................................................6989.:.::............................... 230:00 ivlachir€c and V -Notch one set lis size CVN Specimt-ns:......................:...........:............._..............,.................­,6990.....— ...... ­­ ....... __' 245,00: ..:.............................................. .... Machine and 4 -Notch one set '12 size CVN Specimens.;1....111..........:.... ... 11 ... 5991 11......,......................,... 250.00 .............:_..,..:.........:........................ Machine and V-Notcfi one set V1 size C VIvSpecimens:......................::.:...... 6992 ....,,.,................,..-1111 ...260,00 Machine and V -Notch one set 114 size CVN Specimens .... .....:.....:............. ......................................................::...6993.::..........,..,...........,....,. 280x10 15 of 27 Southern California Area Effective 7101110 Laboratory Test ng-Metallurgica Continue �RATO Sample Preparation Continued. Activity Cost. Roughcut `K' from full beam section.—.— ............ ......,,........,.......:,,....,.....,..,.<........-..<......;.,.......... ..,................6994...... ......... .....,....... .,.... $ 60.00 Roughcut `K' 1r€ m T beam section._ ....... .......... ................ ................ .......... ...................... ...... ........... ._................ ...,..... 40A Rough cut from `X' section only___ ..... . ....... ............ .......... ____ .......... ........ ..................................6996.................................. 30.00 Rough cut from f=lange of full beam section......................................................:................................................6997............ .............50.00 Rough cut from. Flange o€'T beam section .... .................... ........ ....>..,.............. ..................... .................... ............ 6998 ............... .,..._........ .,...... 30.00 Rough cut oiler joint conliguration.........................................................................»............,.............................6999 —............................By Quote Macroetch rough cut sample to locate NA7, ea, I—— ... ­ ......... ......... 4-_ ............ 6111 .... ................... By Quote Metallurgical Mount, 1 -i(4 -in, ino€uding preparation without evaluation, each.................................................6914................................... 130.00 Metallurgical 1 mint, 2.0 -in. including preparation without evaluation, each._-. .......<..............................:....6918................................... 170.00 Addadditional piece in mount, each pleee..................................................................................:........:..............16925.....................................25.00 Admiaistrative Charges Rush Tumaround, 48. • 72 hoaars (50% Surcharge) 6935 + 50v0 of invoice RushTurnaroaand, 24 - 48 hours (100% Surcharge)..............:...........................................:.:.,.,.....,......,»,........,...6936 .....,,...........+100% of invoice TestReport Charge......................................................... ................. ........ .....,.........,...............,........ ............ .........61113................... Minimum 65.0© Same day testing + roport (200% Surc Marge).......................•.......................................-..................-........-:.........6937._.........._.... + 200%sof invoice Minimumlaboratory eiaarge.:.....:.................... ........ ..... .......... ................. ...... ....................... ___ ............. .....,....6x323......e..:.:....,..,............... 150.00 Multiple copies for distribution, copies and (nailing, per distributor per copy each.___ .... .................. ...... __6924 ....... ....... ..- ................. 4.50 Digitalphotographs, photo Quality paper, each............................................................................................::.....9116.............. ................... :., &50 Digital Photographs, photo quality paper, per copy report each ........ ....... ........... ____ ................. -..................6115 ........ ............. ..... ____ 4.50 Metallurgical Teolmiciat Travel Time, per hnar........................ ...... ...... 6116...............................By Quote abuse. Equipment Charge ...... ........... ....... __........................................................................................ ................4416...............................By Quote Special Test Set -Up ........................... ................. _... ,..................... .. ... ...... .....4422.................... ...13y Quote SpecialTesting,___.___ ................................................................................................................4420 .............................. By Quote AdministrativeOffice Support-.......................................................................................................................3075........................... .By Quote FinalReport .,,:,e ..........> .:............... ...... ___ ... ....... .:.:.........,.......... ............................. .................. ...,.......... .... ...9111 ....... ........... .......... —By Quote 16 of 27 EtTective 710 1/10 Laboratory Trcein»nt 0 ATO Steel ASTM A6���6 Activity-`�--'---� ��y� Tensile' uom~�^uU��u�b'^..--.-._-'-�-'-------~'-'~~~.---'_---4$VV_-__--.----�58�n .... 46]2 ....... -.......... Bend Tmm��l���n,��aVu���b----.--''--.-~-~.._-'--._-.~_---_---_.--- -` 4sn[ '--~�---~---- oouu l�sVvTp�No. 14�*�eu�,-.-'-._-_-.'---.-~-_---~-___ '---'~----.--`-~ .-'4�0z --r_--'----' l0U�V 7evv8wT�o �o08u����.-----_--�--'--.-.~__.,--__---_------'_- -- 4�� -------.~__ ��� ChemicalAnv��x.....+-_---._-------.------_---_-._--------~'—' 4olU ---------'r'~� o0�0 u«fo"oudva---_-____ ....... ...... .... ............. .,55�V0 3mmpUv0and Tuemwg�p�h�r�n*pb��(�ub���md=mdb�bn��xbunvv�) -~~ 6�0u.��to5:0upm�Woud�Uxo�bl�Ny'Per ^m���.�-...---__-._------.-- ��05 -^---------- )�VV ' Before 6:3 ��o�*�oV and Saturday -�� �� ----------'- �� ^ . vmuooruo�oo _'----~^�~--------�'-^^ ''-- ...... _.5007- _ . C�� �� ___--_-,------'��'--~—~'—~- ----' ^ xOn �*»« ' 19 Reinforcing �8��&l�� -' ^3%7 _��qoo� T*od�Tex �u��------_.-__________________�_____________,____ ___________ — �28 {��� BeodTv�,o^�_---.~'______________________.__._________. _.--___.�___ Welded Specimens '-.-'--- 50100nnva^n=�q�dou`wunB�",SmuUe�*u�_._.----- - Tensile Test, Welded, N� \4Bu�wm, _~_-_----_'______^--_-~-_~_-_*h05--.------' 150-00n�`3- Test, Welded, No, 4G8? 65,00N�k B�a�Y���dRu�^4v�h--'----_-'-~''_-'-____.______^~_^~,_---. __~___-~-__ 4615 40.00 Coupled Reinforcement Tensile Ti:tst, Mechanically Spliced Bar, No. 1I Bar mSmaller, ...... +_................... ....... .... 46]2 ....... -.......... Tensile B�.�uz4�o�*��--_--~_-__�--~_-'--___.-^~_4ho_-----.-�~'/xv�o � | � ' �u���&e���h8��B�N�mB���~----_-----~--------- 4�14 oov�v ~-----~-'-- ` C*oaanomen6adcWCoupler Slip xm UBo�nrS��lm��u*�-__..'`----'-._--_----.4623--..--^-._~-0V�0 ` Cd�mmmevhuu�u Coup�r��Two�N�|4�o�each ~_--------~-----~--~----' 4624 �o�o '-----�--''-- Str4nd ����]�xm��^~|mn6��4"Ks����m�mu�xOr��a4l�'u^b,....~.----._-.-----.»�»Y'-r'---^'~`'_DV�« -`-� .'46�O uU�O ]eonVoT,u�d�vug��nio1V"�rp�yoey�ng Wire, dS%�xx411`*u�-'_--'-..---_-- ~~----'----- �D| |3O�o Mm�|vouf�ow��y(�eam�s�mou�cm�-_-----'-.---_----'~--_..--__-- ---------~- WeldedWixe Fabric ASTM A 18 �v�6�� ��uu8v^xh ---.------~,-.___^,_-.------46m._-.-.-.-_'~.'- 150A' --ren ` Tensile,-required,---'--_-----_'--_'---'_-_-wH9'----'.-_'-'_|50�8 Shear -Weld Area, 5 required, $35.00 et�ch '-- 46z0-_'.---.--.-~\7�u0 -----'----------'----'-'^-'~'~--- | � a=d1e� $2U0 each._ -.---'------__~'-________'_,_____---.�o --'.-_'. �� — required, -+-_-_~____^___-____~______'_~-��... `............ ............... $575-00 Southern California Area, Effective VD1110 Laboratory Testing - Structural 'Fasting 4t Testing Machines . Activity east 60,000 to 120,000 Pound Machine (Ur}iversal), including set-up time, per hour................................................4400 ................,............... S 175,00 440,000 found .Machine (Universal), including set-up time, pm -hour ................................................................4401.......................:...........240,00 By Quelle: 600,000 found Machine (Compression only), including set-up time, per hoar ................... Quote. 1,100,000 Pound Machine (Universal), including set-up time, per hour .:................:................... ....... ...:.. ........ ...4462.... ..... ....... ................... 750.00 LoadTests . ... ...................................... ................... .,...........,...............................,.............,,..,................. ..4405...............................By Quote Special"Pest Set -Up ...... .............. ......... ......... ........... .......................................................................... ........... ........ 4422 ...... ..._.................. _By Quote Manhole Craver and Tree Gr2te 'rests, (L. A. City) .............................:............... ....,. ......................�........,,. ..................4432..................,...........,8 Comporient.F iexural ................. ..... ... ..... ... Static Loading, 27 -inch diameter.or smaller, 1-3 Tests, each ... ............................................. .......... ___ ........... ..4423...... ............ ,............. .-. 100.00 Static Loading, greater than 27 -inches in diameterj -3 Tesu, each........................:...........................................4557....... ,................. ....... .. 150.00 Stat}c Loading, 4 or more Tests, cacti ...................... .........:..................................................................................4424 ..... ............... ......... ..... 100,00 CyclicLoading, each..............:..:.........................:...............................:.:........................................................:....4468................................... 500.00 Mechanical.Testirfg Services Tensile Test-- No Strain,Measuremert, Yield by Haft otDial Upto 100,000 lb., ere?t................................................................................................................................4411..............,;,.....,,..........,.. 50.00 100,001 to 200,000 lb., each....................................................................................:.................................._4412...................... .......... ., 100.00 Over 200,000 lb,, each_ .... .......... ... . ....... . ............... . ........ .............. ............ By Quota StrainGauge Testing ........................ ........... ........ :...... ............... .............. ............. ................................ :.......... A418...,...........,... ...... ...... By Quote Special Testing, l.,oad Tcsis, Flexural, Bend, impact, Axial, hacking hear .......... ......... ........ ...._..,................... 4420 .... ........... ................ By Quote Tensile :fest Mechanical Non -Printout Extensmncter for Strain; cacti ...........................:....:.........:..............:..4432............... ................. ..... 50,00 Tensile Test -- EIeotronic- Extensometer with Recorded Printout, ] test.............................................................4433.............,,,................... 150.00 MechanicalBend Test, each ... ..... ___ ............. .............>........ ........ ___ ....... ......:................... ........................... 4435.,..........................,......,. 40.00 Machining and Preparation of Samples ..... .................. ____ .................................. ............................ ___ ....... 4471. ............. ............ _'.By Quote HydrostaticTests . .......................... .......... .............. ........... ............ ................. ,.................. : _-......... ....... 4429 ..... ............ .......... .....3y Quote Structural Testing Diaphragm...... ................................... ....................... .......................... .w.... .......... ......... ........... ,........................... 4479 ... ....,................. .ay Quote MonotonicShear Wall...:....................:.......................................................,....,,...,.................................,....4556..........._ By Quelle: Cyclic.Siaear itlalL....................... ..............................,.................,....4438:..............................By Quote. MomentFrame Connection..................................................... ........ ..................._........... ,................... ............ 4555.. ... ...,........... ml- - ­By Quote CArttppnertEComprzssion........:...::.....:........:.............. .......................... ............. .:._................. I ........... ............4440 ........................ .......13yQuote ComponentShen . ......................,......................... ......... ........... ................ .... ...... ................. ........................ ......4441 ..... .............. .,.:....... By Quote .............................:............... ....,. ......................�........,,. ..................4432..................,...........,8 Comporient.F iexural ................. ..... ... ..... ... y Quote UniformLoad ................................... .................................................. ........ ........... ............... ......................... 8108.. .......... ........... ..,...-.By Quota Grengrid Testing Corincoti.on Testing, NCMA Test Method SRWIJ-1, each..................................................................................4444............. ...................... 350.00 Shear. Strength Testing, NCMA Test Method SRWU-1, each.................................:............................................4445,................................. 350.00 Product EVai(t a iOD Services [CC ES Product Evaluation, Services... .. ........................... .. .,.. _4446 ........... .....,...,,......... By Quote C1SCAProduct Evaluation :Services.. .......... .........................................:...........................................................:4447.............. _.....:......:i3y Quote HAMA Product Evaluation "Sorvices............... .............. ..... ..........4448 ...... :.............. ...... By Quote ATC 24, FEMA 3$0,.i^ENFA 450 Product Evaluation Set -vices .................................................................:........4449 ................. ..........,.,. Sy Quote Product Consulting Services � Quote Code Consulting __. ..... 3095 .............................. y Q ICC .ES lAS Fabricator Quality Assurance Services ................................................. ..... .......................... ......... ....... _..By Quote ICC ES Product Consulting Services...................................................................................................................3091 ................. .......... _By Qaute C1SCAPraductConsulting Services........................................................,.....................:............................. 3092...............................BY Qttote AAMA Product Consuhing Services..,.........................................>................................ ..........................31133 ,............. _ ............... 13y Quote ATC 24, FEMA 350, FEMA 450 Product Consulting Services.-.. ......... ... . .................. ...... ...... ....... "a094.. .......... .......... ...__13y moot, 20 of 27 Southern California Area Effective 7/01/10 Laboratory Testing. - Chemical {� X17 i0 Administrative Charges Aefivity Cost Manager. Supervisor, or Consultant, per hour.:..........................................1111.......................,.....,.............,.,.......6409........,............._..Hy Quotation Chemist, per hour..:,................. 6406 .........................33y Quotatio ll ClericalAssistant, per hour ........... .............. .............................. ................ ....... ................................................... .6432 ...... .._....... ........J3y Quotation CalculationCharge..............................:...............................................................................................................6463 ,...,...............,....By Quotation ReportPreparation Charge....................................................................r.>..,,...................,,..........................._.,....6418.................,..,.... By Quotation SamplePreparation . ........ ...................... ............. .,........................ ....... ............. .:.......... ......................... .........._..,.6424 .........................By .Quotation SampleComposite, per sarnple.....................................................:..>.,.....,...................._......................,................6425.........................By Quotation SampleDisposal....:........................:...................................,,.:...,..,..,........,,111,1.>,...................,,...,..111...1........,.,...,6421 ........ ....... ........ _BY Quotation Quotatiott SampleTransport, per hour........................_,..............................................................................,...__...................6427 .........................By ShippingCharges ....... ............. ..:.............. ............. ............... .............. .>,.......,......,........,,.......... ............,....,.......,,6433....... _...... .....,_By Quotation EquipmentRental ......... ..... ........... ..:.............. ...>.............. .................,...,........ ,.......................... ...... ... 6435.............. ........ _By Quotatitin Photography ........... ... ._ .11 .................,......,._.....,.................. ............................................... ..........,....................642f1,. .,. 11 .......... ............. BY Quotation ,111,1 ... ..................................................,. 1111..,.. . .,.. Standard ReparVQC Pnefolge .......... ......... .. .... ,.... ..,,....,.....&5l] ................... 1 '1 lay Quotation Diskctte Surcharge___ ... _._ .... __ ... ___ ....... ............... _ ............. 1 11 ........... .............. Qwtatrott EDFSurcharge.,___ .... __ ............. _ ......... .... I—— ............. ­­..."­ ............. _ ..................... ...................T3y Quotation NEESA, At-ny CorrsorEngineers, CUP, etc., Surcharge .............. ........... ........ ...................... .................... .......6514........... ........1 ... -By Quotation. !wield Sampling Technician. Per hour ..... .............. ................ ............... .............. ................... .................. ...................................... 6430 .... ..................,...13y Quatatiott Mileage, per mile ................ ... Y Q ................. .............................. ..................... ............................................64L5....,..,......,..........8 notation Automatic Composite 5arnpler, per 24 -hours ........................... .................................. --- 6400 ....... .:................ By Quotation Dischargc Plow Measuremem, each . ................. ................. ..................... ........... .......... ......__................... 1. ...... 6412.... ....... ........ .... _BY Quotation Supplies 5035 Encore (5g), each.............................................................................................................:.:........................5533 .,:........,.........._.,By Quotation. 5035 Sampling Toa], each:................................................................................,,...,............,,........................ 5435........:...:.......:.....13y Quotation 5635 Easy Draw . .... .......... .....:......... .......... ___ .................. ............. ............... ................. .................... . ............ By Quotation to#ion SamplaContaimrs............ ............ ................ ................................ ..... ........ ......... ...... :............. ......... 6a34 ........ ............Dy Quotation Rush Analyses ` Rush Surcharge; 77 Hours—___ ...... ___ .. . ......... ...... ___ ........... ........ .......... ........ . ....... ... 6535 ........,.................By Quotation Rash Surcharge, 48 Hours__ ....... - ............ ...6540 .,.................. .....J3y Quotation .......:.................................................._.......,........................... 1111... Rush Surcharge, 24 Flours .......... ........... ....... .................. ........ 1................ 11............. .................... ._....._..._.....6530...................By Quotation .... . ...... Rush Sureharge, Some Day&54$.........................13Y Quotation 23 of 27 Southern California Area Effective 7101110 Laboratory Fasts — Organic Chemistry a,c0 Organic Analyses Activity Cost EPA1664 Tlt1'H............................ ............,.. ..............,,.......6201 ---- ....... ...... 13y Quotalion Quotation EPA1664 Oil and Grease.._....:....................................................................................,...,....-....,:,.....<.....•......,.....6236......................."By By Quotation 0€1 & C`rrease, F€oatabtc.............:.............,:...-....,.:,...............,......_..,,.,.....,......... ............. ._.........._............ .....6237 ....... .... A notation Y Q LPA438.1 TRPi-€......... .......... .................... .............. ..................... :........... ..........:..:................. ..... .............. ........6259..._..:....... 6268 .,................ By Quotation EPA80158 TPH-Caso€ine.................................... ...... -............... ..-........ .......,............... ....... Quotation SPA801513TPH-Diesel......................................-................................_..,...,......................--...:.......................6269................._.......By 6267 By Quotation SPA 8015B TPII-Gasoline and Diesel ........ ............. .............. .... ........ ......................................... ..-'- ......... ....... ... ...................... --,........... BY Quotation LUFT-Gasoline and Diesel ........ ............. ..................i.. .............. .......... ...................... ,....,................. --- ....... ..6219.. ...... .......... By Quutat]otr F -FA 8015B T,PH-Plydrooarbon Range .................................. ...... -1.........6263 ..... .......... Quotation EPA8115B V[ethanoUEtlranol.........:....................................................6264 ..........,,.,..........-By Quotation EPA602 or 8021 B BTEX...........,,...:............................. .......... .................... .......... .....--,.........,......... ,....... ........ ,.6202 .....................—By 6203 ........ By Quotation FPA8015DI8021B Combination-Gasolbie.—.............. .......... ..::......:......:..................... ..._..........,..................... ................. Quotation ETA624182608 VolatileOrganics ................................................................................:......................... -.6250....................:....BY 6249 Quotation EPA524 Volatile Organics ............... :......... ..... .... ...::........ .... ..................... ..... ..................................................... ......_............,,....Hy BY Quotation EPA 625 or $2700 :vxtraotable Organics- ...... .... - ......... - ....... - .... -- ........ ..... -- ...... ............ --- .......... ........6216 .......... 6242 ...... ........ ....... By Quotation 'EPA 609 or 8082 PCBs Watcr or Soil .......................................... .................. -...................... ............... ........... ...... 6244.... ............ ,....... -... ......... 13y Quotation EPA8082 PCBs Oil ............... ---- ........... ......... --- .......... ....._-.......... ............ EPA648 or 8081 A Chlorinated Pesticides. .... -.-...... ::...................................-..............-:................... ........................ .............. 6206 ....... ....... .... ..,.... By Quotation EPA 608 or 9082 1 848 1A PCBs and Pectic"ales............................ ---- .................... .,..................... 6243 ........ :.. -..........By Quotation By Quotation PlashPoint- ...........:.......................:.............................................s......,......,,..,.-,....,......-.......-........................6218...................... 6246 ................ ......... . By Qeaotation petroleumAnalysis ...................... ....:.:........:.:......-...... ...,.._.,_.............................. Ident! licationllnterpretation ofSpecirum/Fingerprini................................................ ................ .............. .------ ......... ---- ................ Q60 .... --- ....... ....... £3y Quotation EPA 5035 or 5030. 8260€3 Gasoline. and VolatileOrganics..............:..................................................................6204 ..... ....... ---- ... By Quotation By Quotation ETNA 9270 SIM - Polycyclic Aromatic Hydrocarbons (PAI -1s) ............................................................................6205 ............. 62098 ....-'- BY Quotation F -11A 8260 - Soil Vapor(CI-B-ISL)............... .:........... ............. ,....,._.....................-.-,......................... .... ............. ........... Mobile L2boratory Services Mobile Lab per 10 hour weekday ... ...................... ......................................... .............. ............................ ............ 6460 ........... ,............ By Quotation MobileLab per 10 hour weekend.<........:.< .............. -..... ......... .-...........,..................... ............ .... .,..... .......... .:......6 65.....,....................13y Quotation kobile. LaV bourn in excess of til hwrs......................................... ............. ....................... .....:.......................... 6461.0:......... -,...........BY Quotation Mobilizationfae..................................................:.........:...........................................................--........_..............6467 .......,.................By uotaiiott Mobile Lail Standby Time .................... ... ..............................._.....6439 ...._...................By Quotation .6468 NubileLab Cancellation .......................................:....:..,.:...:.,..,........,.,........... .................... ................. .....-. ...:.,. .......:..._.....By Quotation 24 of 27 Soalhetn CaiifbrrAiaArea Er'1'edtive 7101#10 t� 4f$1 A Laboratory Tests. — Inorganic Chemistry Inorganic Analyses - Wet Chemistry Activity cost Alkalinity........... ............. ........... ....... --- ........... ........ ..:.........,,.......... :.......:................. ..........,..:. _........,..- 6001 ..,...,..................By Quotation Ammonia, Direct..........................................................:...............:.................................................................6002 ................,........By Quotation. Ammonia, Distillation .................... ......... .................. ......... ..»:.:..:...:,,...,.,.......... ............. ,................. .........»......6004........ ........... .. —By Quotation Actions fi', Br, Cl, NO3, NO2, SO4, PO4)...........................................:...................................................................6003 .........................By Quotation BioeherniealOxygen Demand (BOD),...........,.....................:.............,.>;.........,...,,.....,.............,..................,.......5046r.............,........—By Quotation ChemicalOxygen Demand (COD)--.- . ...................................................................... .........:..:..,.., ...... ........6008 ........ ....... ..:...... By Quotation Chloride, Argt rntametrio........................................:........_...,.....„.;......;.........;.....,........,............_.........,,....:......._....6012..,......................By Quotation Chlarinu, Residual .................:.............................. ............................................... ,,............. ............... ..,................. 6014 .......... ............... By Quotation Crlor................................................. ...................................... ............ ...6016 ................ ........ By Quotation Conductance............ ........................... .......,....... ................ .-............._...........:.......... 6;718................. .-By Quotation Cyanide, An'enable *(surcharge to "fatal cya£ude}::......................,..........,.................................................,6022,.......,.,....,,........ By Quotation Cyanid,-, Free—. .......... ....... ....... ........ ..... ..... ............. .......„.....6424 ............... .......... By Quotation Cyanide, 'fetal ............................................................................................................................................&428 ,........................By QuotationCyanide, Rcartiv--.....................,..,......................,..,.....................,.....:.....,,........_.,........,......:......,.................,,..,.6g2G ..................,.... BY Quotation Hardness........................................................................,.............._...,............ ....... ........ .............. ........... ......6050 ... .............. ........ By Quotation Mercaplans.:,......................................:........._.................... ..._........ ..,,..,................. _........ ..... .......... ................... .,6070 ..... .By Quotation Nitrogen, li jeldalti............. ................ .,.,..................... ............................ .............. ......... ............... ,... .......... ......... 6082 ....:,...................By Quotation Oxygen, Dissolmed..... ............................. .................... .................................... ............. ............ ...................... .._..6096 ......,...............,.By Quotation pfl, Aclueous............................................................................................:...........................................................6102......,.....:............ By Quotation pH, Non aqueous...............................................,...,.......,.:..,.....,....,,...........................-_..............................._.......6100...................... -BY Quotation Parr Oxygen Bomb...................................................................................:.:...............:....................................... 6098 .........................fly Quotation Phospltorous.......................................................................................................................................................6097 ,,....,.,.,..............By Quotations 1'erehtnr�te......................................................... ................................ ...................................... --- ....... ............ ....6099 ................... ......By Quotation, Phenols................ ............. ......... ,.............. --- ...... ................. ..,..... ..... ........... .... --- ...... ...... --- ................... ...6104 ........ ,..... ........... By Quotation Salinity-NaCI>.........................................................................:............................................._ ..............,....,.....By Quotation Solids, Total t)issctived....:....:...............................................:.....................-,..,.:....._..............,...............-..........;..-6132....................._... By Quotation Solids, setdeabl�..............................................:.............................................................................................:...6126..»..„__.....,....,....By Quotation Solids, 5uspendcd.......... ............... .............. ....... .............. ................................... ...........,,......... .......... ................ 6128 ...,................,.... By Quotation Solids,Totat'...... ::.:..:..:..................... ............ ............. .................................... ......... ....... ...... ................................ ON ............. ,.....,..... F3y Quotation Solids,Volatile- ......... ........ -- ......................... ....................... .......... ................... ............ .. . ............ -- 6031 ...... ....... ........... BY: Quotation Quotation Sulfide, Dissolved— .............................................................. .........,.............. ........... ........61M...... .........:By Sulfide, Reactive........................................................................................................................................6140.......................,$y Quotation Sulfide, Total.............................................................................................................................................. ..6142.........,.,............. By Quotation Sulfate, Gravimetric.----..............................................:....................... .............<.......... ................ ............ ...... 6534.... ..................... BY Quotation 5urtar,tants,MBAS................... ..:,..... .....,.....,......,.,................... ..................... ..,.,............................,..-.............. ..61150 ............ "..........By Quotation `hiosul:fate.....,............... ........... :............. ....... .......... ..................... ......6158....,.-.... ........ ......By Quotation Turb!dity.... .............. ................... ...,............................................................................ ...:............ ................ .... ..6174 ...... .,................ .By Quotation Water by Karl Fischer thration ........................... ................ ................ :................ ..... ......... ............ ................. ..... 6272 ....... :................:f3y Quotation ConstructionMaterials Analysis .......... ........... .....:..........:................. ........ .................... ............................. ........... 6020 ... ........... :..,.:.,,..k3y Quotation 25 of 27 Soothern California Area Effective 71Qi t 1 b Laboratory Tests m-- Inorganic Chemistry Continued +5'AT0 Metals Preparation Activity Gfit Dipstiun, Aqucaus......................................o..1111.,....-...,.......:............,.......:..:..--..........-.-................................6034 ,....,..........,.....By Quot2tion Digestion; hionaqueaus......:.................:..................... ............. ............... ............................ ....................... ....... 6032 ............ ___ ...... By Quotation STI,C Lxtraetion..........................................,............:....................................,,.,..................,................................6036.........................By Quotation EP•Tox.:.........:...............................:......................................................:..............................................11 ............ 5034 ........... ......... ...,.By Quotatiazi TCLP Extraction........-1.............1..........1............1......1111............................. ............. 6154..............- ..........By Quotation VOC ExtTaction ZHE, (STLC and/or TCL?).............................................................................1.........11 ...........6155 .........1.,......111.... Sy Quotation Metals Analysis CalcimnOxide.............................................................. Individual Metals, per elernent.... ....... ........ .............. ............... ........ :............. Hoxavalcat Chromium.......................................:........:................•..... Trivalent Chrotnium...............................................:.......,>.:.:,...;...........,.....,... Iran (Fetrous)::.... .-.._:,......._................... ,....................... .......... .................. 1111. TotalLead ............ ...........................................................:................,...,.......... Leadin Paint.. ...... ........ i._ ......... : ............. .......... ...... ........ __ ............ .........................1.........1 -6168 ..........,....,........By Quotation ......................................6072 ......... ......... ...... .By Quotation ......... .............,-.,.,..........:.......6052 .......... ........ ....... BY Quotation ....................................................6403 ,................,.......By Quotation ......I ........ .........1 .... 1...11.-....... 6404 ......................... By Quotation I— ... ......11 .......................6069.........................13y Qilotation .....•...::..................... ..............b0G8..,..................... By Quotation Metals Group Determinations TTLCCAM Metals ...... .......... ...... ................. ...<..... ......... ..,............ .......... ..,.,:......... .,.......................... ....:......:.6162 ...........:..........,.,By Quotation S` LC CAM Metals.._ ... . .............. ........ ....................... ...... ­ .......... ...... ........................... _ 61.60 _ .......... ......... _BY Quotation KRA Metals ..... ......................................... ............... ................................... -........ ......... .......... ......................... 6118 ......................... BY Quotation PriorityPollutant Metals._.............:..........................................:....,..........................................,.......I.,.............. 6112. ........................ By Quotation DrinkingWater Analysis Micials............ ............................ ..................... ...,.................... .,.,.......... .......,..,.,......... 6067 ........... ............ ..BY Quotation TAL Metals(23)....... ___ ..................... ......... .... ,...---- ..,... ..,........ ....................... ................... ................................ 6071 .........................By Quotation Outside Laboratory Services AsbestosAnalysis ....... ............. ...:........................ ..:.................... .............. ................................... .................... 6300 ....,....................13y Quotation Mise. Analyses.•......................-.-..........,.........._..........................................................................1111..<.........n......, 6344........ .... ____ .fly Quotation 1, 4-Dipxana .1111.<...........:..........:..:...................:....................................... ....... ..................... ..................:..1111. .... 6345 ...... .......... .-........ By Quotation EPA8310 PAHS........................... .............................. :...<.,...:................. ..,._.................... ............ .......... ,............. 046...... ... ,..:........ .... Y Quotation EPA504 EDB_..--_"; ...........................................<............<... ......... 62 4:.......;..........,.....i3y Quotation. Organophosphorus Pesticides, ..... ...... ........ ............:::......•..,................................,. ...6209....... .................. BY Quotation "Total Organic Carbon............................................:...............,..<..................,.......................... ....................,....By Otiotation Biotoxicity, Aqueous ........ .......... ..............,.,..........:.:.:,.:.,.:.:.:::........:............. ....:.......... ............. ..,....,....,,............. 6500......,... ....... ........ By Quotation Biotoxicity, nonaqueous........................................................................................ ........................ ................ .....6505 ............ ......... _By Quotation Coliform, total—......1 ...............................................................................................,...........................,.........6515 .. ..:. ..,...,.,...............By Quotation Coliform, fccal.....................................<,......:,.........,.....,........,......................................... ........„...,,....... ........:.,..bS1b......................... ByQuotation LPA9151A Chlorinated Herbicides ... ............................ ....,.-...........,..............,......,...........A..........._.....,.............. .62€1"7 ............ ,,........<..By Quotation TotalOrganic Carbon............................................................................:......:......................................................6254..................,......13y Quotation `DA Testing of Lead and Cadmium, Proposition d 'PDA. Testing of Lead and Cadmium, Proposition 65...........................................................................................6038 .........................By Quotation VOC Testing EPA24 — VOC pc€ AQMD..........................................................................................................:............:........:6266 ............-............13y Quotation 26 of 27 32400 PASEO AIDELANTO SAN JUAN CAPISTRANO, CA 92675 (949) 493.1171 (94.9) 493-1053 FAX www.sanjuancapistrano.org 11 an ki�►"j [T►T"M TO: Smith -Emery Laboratories Attn: Robert Greeley 1195 N. Tustin Avenue Anaheim, CA 92807 DATE: May 3, 201'1 FROM: Christy Jakl, Deputy City Clerk (949) 443.6310 MEMBERS OF THE CITY COUNCIL SAM ALLEVATO LAURA FREESE LARRY KRAMER DEREK REEVE JOHN TAYLOR RE: Personal Services Agreement to provide Geotechnical Testing and Inspection Services for the Del Obispo Street Widening from Alipaz to Paseo Adelanto (CIP 07107 Thank you for providing documentation confirming compliance with the terms of the agreement related to insurance. Please keep in mind this documentation must remain current with our office during the term of this agreement. If you have questions related to insurance requirements, please call me at (949) 443-6310. If you have questions concerning the agreement, please contact Nisha Patel, Associate Engineer, at (949) 443-6350. An original agreement is enclosed for your records. Cc: Nisha Patel, Associate Engineer San Juan Capistrano: Preservi l the Past to Enhance the Future Printed cn 1 UU % recycled paper Christ Jakl From: Christy Jakl Sent: Monday, May 02, 2011 12:18 PM To: Nisha Pate! Subject: i=ts: Insurance Thank Nisha! They also need to provide the General Liability Endorsement form naming the City as additionally insured. Let me know if you have any questions. Christy Jakl Deputy City Clerk City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 (949) 443-6310 1 (949) 493-1053 fax -----Original Message ----- From: Nisha Patel Sent: Monday, May 02, 2011 11:04 AM To: Christy Jakl Subject. FW: Insurance Good Morning Christy, Please find attached the insurance information for Smith -Emery Laboratories that you requested for their contract for the CIP 07107 Del Obispo Bridge Widening project. I am still waiting on their E - verify information, but just wanted you to have this for now. Thank you, Nisha Patel, PE City of San Juan Capistrano (949)443-6350 Public Works Department Mission Statement — "To enhance the quality of life and preserve the City's heritage and charm through timely response, effective design, environmental sensitivity, and infrastructure maintenance." -----Original Message ----- From: Rob Greeley mailto:Rob@smithemerylabs.comj Sent: Monday, May 02, 2011 10:55 AM To: Nisha Patel Subject: Insurance Nisha, attached is the insurance for your review. We are signing up for the E -Verify. Take care, Rob Respectfully Submitted, Robert Greeley Project Manager Smith -Emery Laboratories (Orange County) 1195 North Tustin Avenue I Anaheim, CA 192807 Direct: 714-238-6133 ext. 210 1 Pax: 714-238-6144 Email: rgreeley(a)smithemery.com Christy , akl From: Christy Jak Sent: Monday, April 25, 2011 9:15 AM To: Nisha Patel Subject: Smith -Emery Insurance Docs Good Morning Nisha, Our office needs to receive insurance and e -verify documents for Smith -Emery Laboratories. Please provide our office with this information as soon as possible. They should not be performing any work or be paid until this information is received. Please let me know if you have any questions. Kindest Regards, Christ Jakl Deputy City Clerk City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 (949)443-6310 1 (949)493-1053 fax SMITH-EmEt., LABORATORIES An Independent Commercial Testing Laboratory M'64) 1195 Morth Tustin Avenue Anaheim, California 92807 Tel (714) 238-6133 Fax (7.14) 238-6144 TRANSMITTAL Date: April 15, 2411 To: Nisha A Patel 32400 Paseo Adelanto San. Juan Capistrano, CA 92675 From: Robert Greeley Project: Del Obsipo Street Widening CIP 07107 Documents: Two original PSA with exhibits signed for review. Respectfully submitted, Smith -Emery Laboratories Robert Greeley Project Manager 4119/2011 AGENDA REPORT u12 TO: Dave Adams, Interim City Manager.. FROM: Nasser Abbaszadeh, Public Works Director SUBJECT: Consideration of Five Personal Service Agreement Awards for Construction. Management and Construction Management Support Services for Del Obispo Street Widening from Alipaz Street to Paseo Adelanto STPL 5372 (011) (CIP No. 07107) (TWNiemann, Inc., RBF Consulting, Willdan Engineering, RBF Consulting, and Smith -Emery Laboratories) RECOMMENDATION By motion, approve Personal Service Agreements for: 1.) TVVNiemann, Inc. in the amount of $322,970.00 to perform construction management, and authorize the City Manager to execute the agreement; and, 2.) RBF Consulting in the amount of $31,310.00 to perform construction management support in the farm of material submittal and shop drawing review, and request for information and request for clarification support for structural related items, and authorize the City Manager to execute the agreement; and, 3.) Willdan Engineering in the amount of $10,200.00 to perform construction management support in the form of material submittal and shop draining review, and request for information and request for clarification support for non-structural items, and authorize the City Manager to execute the agreement; and, 4.) RBF Consulting in the amount of $34,020.00 to perform SWPPP Development and Construction General Permit Compliance, and authorize the City Manager to execute: the agreement; and, 5.) Smith Emery Laboratories in the amount of $71,914.00 to perform geotechnical services, and authorize the City Manager to execute the agreement for the Del Obispo Street Widening from Alipaz Street to Paseo. Adelanto. SITUATION A. Summary The federal funding component of the bridge widening project requires specialized inspections, testing, documentation, and project review. To contract construction management and construction management support services for the Del Obispo Street Agenda Report Page 2 April 19, 2011 Widening from Alipaz Street to Paseo Adelanto, staff circulated separate requests for proposals (RFPs) to engage consultants to perform needed services. The full range of services will include construction management, and construction management support in the form of material submittal and shop drawing review, storm water pollution prevention plan (SWPPP) development and construction general permit compliance, and geotechnical testing and inspection services. The RFPs were sent to the following companies: Construction management: 1. TVOINiemann, Inc. 2. RBF Consulting, Inc. 3. Wilidan Engineering Material submittal and shop drawing review, and request for information and request for clarification support for structural items: 1. RBF Consulting 2, Wilidan Engineering 3. PBSU Material submittal and shop drawing review and request for information and request for clarification support for nonstructural items: 1. RBF Consulting 2. Willdan Engineering 3. PBSU SWPPP development and construction general permit compliance: 1. RBF Consulting 2. Advanced Civil Group 3. Hall & Foreman Geotechnical testing and inspection services 1. Smith Emery Laboratories 2. Ninyo & Moore 3. Leighton Consulting, Inc 4. CHJ 5. Labelle Marvin Agenda Report April 19, 2011 Page 3 S. Background The project consists of widening Del Obispo Street between Alipaz Street and Paseo Adelanto, and widening the west side of Paseo Adelanto south of Del Obispo Street. The construction work includes concrete bridge widening, steel piles, concrete piers, debris wall and abutments, structure removal (portion), concrete railing, concrete channel reconstruction, steel sheet piles, access road reconstruction, storm drain reconstruction water line removal and construction, coordination with utilities, joint utility trench construction, tree removal, landscaping and irrigation, retaining walls, asphalt paving, sidewalks, curb and gutter, grading, chain link fence, traffic signal modification, street lighting,. signing and striping, signing, BMP construction, and preparation and implementation. of a SWPPP, preparation and implementation of a construction phasing and traffic control plan, and conforming to the conditions of the environmental documents associated with this project. The City Council awarded the construction contract for this project to Peterson -Chase on March 1, 2011. Since the project has received a federal grant and the construction will be done under several environmental permits (the bridge substructure will be in the Creek), the project needs to follow strict requirements in keeping with federal and environmental regulations. Outside services are necessary to ensure project documentation and testing is properly addressed. Proposals were requested from qualified consultants to provide services for: 1. Construction management; 2. Material submittal and shop drawing review, and request for information: and request for clarification support for structural items; 3. Material submittal and shop drawing review, and request for information and request for clarification support for.non-structural items; 4. SWPPP development and construction general permit compliance; and 5. Geotechnical testing and inspection services. RBS' did not turn in a _proposal for the material submittal and shop drawing review, and request for information and request for clarification support for non-structural items; they responded they were not interested in doing the work. CHJ and Labelle Marvin did not submit proposals for the RFP to provide geotechnical services. All other consultants submitted proposals. Staff reviewed all the proposals with respect to the following. criteria: Familiarity with the project work Training, experience, and demonstrated ability of the designated individual, who will be the project manager. Training and experience of the support staff Staff recommends entering into a contract with T V Niemann, Inc. in the amount of $322,970.00 to perform construction management, RBI= Consulting in the amount of Agenda Report April 19, 2011 Page 4 $31,310.00 to: perform construction management support in the form of material submittal and shop drawing review, and request for information and request for clarification support for structural related items, Willdan Engineering in the amount of $10,200.00 to perform construction management support in the form of material submittal and shop drawing review, and request for information and request for clarification support for non-structural items, RBF Consulting in the amount of $35,120.00 to perform SWPPP development and construction general permit compliance, and Smith Emery Laboratories in the amount of $71,914,00 to perform geotechnical services for the Dei Obispo Street Widening from Alipaz Street to Paseo Adelanto. FINANCIAL. CONSIDERATIONS The project has an available construction budget of $6,289,463.20 in account 50-83399- 67401-07107-000. The City has secured $3,739,605.00 in federal grant funds for construction and contingencies. The federal grant requires the City to match funds .an equal amount as the grant pays out. The City will pay for construction management services out of City matching funds. Utility undergrounding of overhead utilities needs to be paid for out of local funds. The utility undergrounding portion of the project is planned to be paid with funds from CRA CIP No. 09910, which has a budget of $722,000.00. NOTIFICATION TVVNiemann, Inc. RBI= Consulting Willdan Engineering PBS&J Advanced Civil Group Nall & Foreman Smith Emery Laboratories Ninyo & Moore Leighton Consulting, Inc. Agenda Report Page 5 RECOMMENDATION By motion, approve Personal Service Agreements for: April 19, 2011 1.) ` WNiemann, Inc. in the amount of $322,970,00 to perform construction management, and authorize the City Manager to execute the agreement; and, 2.) RBF Consulting in the amount of $31,310.00 to perform construction management support in the form of material submittal and shop drawing review, and request for information and request for clarification support for structural related items, and authorize the City Manager to execute the agreement; and, 3.) Willdah Engineering in the amount of $10,200.00 to perform construction management support in the farm of material submittal and shop drawing review, and request for information and request for clarification support for non-structural items, and authorize the City Manager to execute the agreement; and, 4.) RBF Consulting in the amount of $34,020.00 to perform SWPPP Development and Construction General Permit Compliance, and authorize the City Manager to execute the agreement; and, 5.) Smith Emery Laboratories in the amount of $71,914.00 to perform geotechnical services, and authorize the City [Manager to execute the agreement for the Del Obispo Street Widening from Alipaz Street to Paseo Adelanto. Respectfully submitted, IIJ Nasser Abbaszadeh, PE Public Works Director Prepared by Nisha A. Patel, PE Associate Engineer Attachments: 1. Personal Service Agreement- TWNiemann, Inc. 2. Personal Service Agreement- RBF Consulting 3. Personal Service Agreement- Willdan Engineering 4, Personal Service Agreement- RBF Consulting . Personal Service Agreement- Smith Emery Laboratories PERSONAL SERVICES AGREEMENT THIS AGREEMENT is made, entered into, and shall become effective this day of , 2011, by and between the San Juan Capistrano (hereinafter referred to as the "City") and TWNiemann, .Inc. (hereinafter referred to as the "Consultant"). RECITALS: WHEREAS, City desires to retain the services of Consultant regarding the City's proposal to provide construction management services for the Del Obispo Street Widening from Alipaz Street to Paseo Adelanto Project STPL 5372 (011) (CIP 07107); and WHEREAS, Consultant is qualified by virtue of experience, training, education and expertise to accomplish such services. NOW, THEREFORE, City and Consultant mutually agree as follows: Section 1. Scope of Work. The scope of work to be performed by the Consultant shall consist of these tasks as set forth in Exhibit "A,`r attached. and incorporated herein by reference. To the extent that there are any conflicts between the provisions described in Exhibit "A" and those provisions contained within this Agreement, the provisions in this Agreement shall control. Section 2. Term. This Agreement shall commence on the effective date and shall terminate, and all services required hereunder shall be completed, no later than May 1, 2012. Section 3. Compensation. 3.1 Amount. Total compensation for the services hereunder shall. not exceed Three Hundred Twenty Two Thousand Nine Hundred and Seventy Dollars ($322,970.030) as set forth in Exhibit "B," attached and incorporated herein by reference. 3.2 Method of Payment. Subject to Section 3.1, Consultant shall submit monthly invoices based on total services which have been satisfactorily completed for such monthly period. The City will pay monthly progress payments based on approved invoices in accordance with this Section. ATTACHMENT 3.3 Records of Expenses. Consultant shall keep complete and accurate records of all costs and expenses incidental to services covered by this Agreement. These records will be made available at reasonable times to the City. Invoices shall be addressed as provided for in Section 16 below. Section 4. Indel2endent Contractor. It is agreed that Consultant shall act and be an independent contractor and not an agent or employee of the City, and shall obtain no rights to any benefits which accrue to Agency's employees. Section5. Limitations Upon, Subcontracting and Assi nment. The experience, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for the City to enter into this Agreement. Consultant shall not contract with any other entity to perform the services required without written approval of the City. This Agreement may not be assigned, voluntarily or by operation of law, without the prior written approval of the City. If Consultant is permitted to subcontract any part of this Agreement by City, Consultant shall be responsible to the City for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationships between any subcontractor and City. All persons engaged in the work will be considered employees of Consultant. City will deal directly with and will make all payments to Consultant. Section 6. Changes to Scope of Work. For extra work not part of this Agreement, a written authorization from City is required prior to Consultant undertaking any extra work. In the event of a change in the Scrape of Work provided for in the contract documents as requested by the City, the Parties hereto shall execute an addendum to this Agreement setting forth with particularity all terms of the new agreement, including but not limited to any additional Consultant's fees. Section 7. Familiarity with Work and/or Construction _Site. By executing this Agreement, Consultant warrants that: (1) it has investigated the work to be performed; (2) if applicable, it has investigated the work site(s), and is aware of all conditions there; and (3) it understands the facilities, difficulties and restrictions of the work to be performed under this Agreement. Should Consultant discover any latent or unknown conditions materially differing From those inherent in the work or as represented by City, it shall immediately inform the City of this and shall not proceed with further work under this Agreement until written instructions are received from the City. 2 Section 9. Time of Essence. Time is of the essence in the performance of this Agreement. Section 9. Compliance with Law; E -Verify 9.1. Compliance with Law. Consultant shall comply with all applicable laws, ordinances, codes and regulations of federal, state and local government. 9.2. E -Verify. If Consultant is not already enrolled in the U.S. Department of Homeland Security's E -Verify program, Consultant shall enroll in the E -Verify program within fifteen days.of the effective date of this Agreement to verify the employment authorization of new employees assigned to perform work hereunder. Consultant shall verify employment authorization within three days of hiring a neve employee to perform work under this Agreement. Information pertaining to the E -Verify program can be found at http://wwvv.uscis.gov, or access the registration page at hft s://e-verif .uscis. ov/enroll/. Consultant shall certify its registration with E -Verify and provide its registration number within sixteen days of the effective date of this Agreement. Failure to provide certification will result in withholding payment until full compliance is demonstrated. Section 10. Conflicts of interest. Consultant covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which would conflict in any manner or degree with the performance of the services contemplated by this Agreement. No person having such interest shall be employed by or associated with Consultant. Section 11. Copies of Work Product. At the completion of the work, Consultant shall have delivered to City at least one (1) copy of any final reports and/or notes or drawings containing Consultant's findings, conclusions, and recommendations with any supporting documentation. All reports submitted to the City shall be in reproducible format, or in the format otherwise approved by the City in writing. 3 Section 1 . Ownership of Documents, All reports, information, data and exhibits prepared or assembled by Consultant in connection with the performance of its services pursuant to this Agreement are confidential to the extent permitted by law, and Consultant agrees that they shall not be made available to any individual or organization without prior written consent of the City, All such reports, information, data, and exhibits shall be the property of the City and shall be delivered to the City upon demand without additional costs or expense to the City. The City acknowledges such documents are instruments of Consultant's professional services. Section 13. Indemnity. To the fullest extent permitted by law, Consultant agrees to protect, defend, and hold harmless the City and its elective and appointive boards, officers, agents, and employees from any and all claims, liabilities, expenses, or damages of any nature, including attorneys' fees, for injury or death of any .person, or damages of any nature, including interference with use of property, arising out of, or in any way connected with the negligence, recklessness and/or intentional wrongful conduct of.Consultant, Consultant's agents, officers, employees, subcontractors,. or independent contractors hired by Consultant in the performance of the Agreement. The only exception to Consultant's responsibility to protect, defend, and hold harmless the City, is due to the negligence, recklessness and/or wrongful conduct of the City, or any of its elective or appointive boards, officers, agents, or employees_ This hold harmless agreement shall apply to all liability regardless of whether any insurance policies are. applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Consultant. Section 14. Insurance, On or before beginning any of the services or work called for by any term of this Agreement, Consultant, at its own cost and expense, shall carry, maintain for the duration of the agreement, and provide proof thereof that is acceptable to the City, the insurance specified below with insurers and under forms of insurance satisfactory in all respects to the City. Consultant shall not allow any subcontractor to commence work on any subcontract until all insurance required of the Consultant has also been obtained for the subcontractor. Insurance required herein shall be provided by Insurers in good standing with the State of California and having a minimum Best's Guide Rating of A- Class 'SNI or better. 14.1 Comprehensive General Liability, Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive General Liability coverage in an amount not less than one million dollars per occurrence ($1,000,000,00), combined single limit coverage for risks 0 associated with the work contemplated by this agreement. If a Commercial General Liability Insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this agreement or the general aggregate limit shall be at least twice the required occurrence limit. 1'4.2 Comprehensive Automobile Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive Automobile Liability coverage, including owned, hired and non - owned vehicles in an amount not less than one million dollars per occurrence ($1,000,000.00). 14.3 Worker's Compensation. If Consultant intends to employ employees to perform services under this Agreement, Consultant shall obtain and maintain, during the term of this Agreement, Worker's Compensation Employer's Liability Insurance in the statutory amount as required by state law. 1.4.4 Proof of Insurance Requirements/Endorsement. Prior to beginning any work under this Agreement, Consultant shall submit the insurance certificates, including the deductible or self -retention amount, and an additional insured endorsement naming City, its officers, employees, agents, and volunteers as additional insureds as respects each of the following: Liability arising out of activities performed by or on behalf of Consultant, including the insured's general supervision of Consultant, products and completed operations of Consultant-, premises owned, occupied or used by Consultant; or automobiles awned, leased, hired, or borrowed by Consultant. The coverage shall contain no special limitations on the scope of protection afforded City, its officers, employees, agents, or volunteers. 14.5 Errors and Omissions Coverage Throughout the term of this Agreement, Consultant shall maintain Errors and Omissions Coverage (professional liability coverage) in an amount of not less than One Million Dollars ($1,000,000). Prior to beginning any work under this Agreement, Consultant shall submit an insurance certificate to the City's General Counsel for certification that the insurance requirements of this Agreement have been satisfied. 14.6 Notice of Cancellation/Termination of Insurance. The above policyipolicies shall not terminate, nor shall they be cancelled, nor the coverages reduced, until after thirty (30) days' written notice is given to City, except that ten (10) days' notice shall be given if there is a cancellation due to failure to pay a premium.. 5" 14.7 Teras of Compensation. Consultant shall not receive any compensation until all insurance provisions have been satisfied. 14.8 Notice to Proceed. Consultant shall not proceed with any work under this Agreement until the City has issued a written "Notice to Proceed" verifying that Consultant has complied with all insurance requirements of this Agreement. Section 15. Termination. City shall have the right to terminate this Agreement without cause by giving thirty (30) days' advance written notice of termination to Consultant. In addition, this Agreement may be terminated by any party for cause by providing ten (10) days' notice to the other party of a material breach of contract. If the other party does not cure the breach of contract, then the agreement may be terminated subsequent to the ten (10) day cure period. Section 16. Notice. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice. These addresses small be used for delivery of service of process: To City: City of Sart Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Attn: Nisha Patel, P.E. To Consultant, TWNiemann, Inc.- 124 nc:124 Avenida San Diego San Clemente, CA 92672 Attn: Todd Niemann, CCM Section 17. Attorneys' Fees. If any action at law or in equity is necessary to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to reasonable attorneys` fees, costs and necessary disbursements in addition to any other relief to which he may be entitled. 9 Section 18. Dispute Resolution. In the event of a dispute arising between the parties regarding performance or interpretation of this Agreement, the dispute small be resolved by binding arbitration under the auspices of the Judicial Arbitration and Mediation Service ("JAMS"). Section 19. Entire Agreement. This Agreement constitutes the entire understanding and agreement between the parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. IN WITNESS WHEREOF, the parties hereto have executed this Agreement. ATTEST: Maria Dorris, City Clerk APPROVED AS TO FORM: Omar Sandoval, City Attorney CITY OF SAN JUAN CAPISTRANO Dave Adams, Interim City Manager CONSULTANT 7 Todd Niemann, President TVVNiemann, Inc. Due to the large size, the exhibits to the reement are wr r.r ble for review in the City Clerk's office. PERSONAL SERVICES AGREEMENT THIS AGREEMENT is made, entered into, and shall become effective this day of _ _, 2011, by and between the San Juan Capistrano (hereinafter referred to as the "City") and RBI= Consulting (hereinafter referred to as the "Consultant"). RECITALS: WHEREAS, City desires to retain the services of Consultant regarding the City's proposal to provide Construction Management Support for Structural Items in the farm of Materials Submittal and Shop Drawing Review, and Request for Information and Request for Clarification Support for the Del Obispo Street Widening from Alipaz Street to Paseo Adelanto Project STPD 5372 (011) (CIP 07107), and WHEREAS, Consultant is qualified by virtue of experience, training, education and expertise to accomplish such services. NOW, THEREFORE, City and Consultant mutually agree as follows: Section 1. Scope of Work. The scope of work to be performed by the Consultant shall consist of those flasks as set forth in Exhibit' A," attached and incorporated herein by reference. To the extent that there are any conflicts between the provisions described in Exhibit "A`: and those provisions contained within this Agreement, the provisions in this Agreement shall control. Section 2. Term This Agreement shall commence on the effective date and shall terminate, and all services required hereunder shall be completed, no later than May 1, 2012. Section 3. Compensation. 3.1 Amount. Total compensation for the services hereunder shall not exceed Thirty One Thousand Three Hundred and Ten Dollars ($31,310-00) as set forth in Exhibit "C"' attached and incorporated herein by reference. 3..2 Method of Payment. Subject to Section 3.1, Consultant shall submit monthly invoices based on total services which have been satisfactorily completed for such monthly period. The City ATTACHMENT will pay monthly progress payments based on approved invoices in accordance with this Section. 3.3 Records of Expenses. Consultant shall keep complete and accurate records of all costs and expenses incidental to services covered by this Agreement. These records will be made available at reasonable times to the City. Invoices shall be addressed as provided for in Section 16 below, Section 4. Independent Contractor. It is agreed that Consultant shall act and be an independent contractor and not an agent or employee of the City, and. shall obtain no rights to any benefits which accrue to Agency's employees. Section S. Limitations Upon Subcontracting and assignment. The experience, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for the City to enter into this Agreement. Consultant shall not contract with any other entity to perform the services required without written approval of the City. This Agreement may not be assigned, voluntarily or by operation of law, without the prior written approval of the City. If Consultant is permitted to subcontract any part of this Agreement by City, Consultant shall be responsible to the City for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationships between any subcontractor and City. All persons engaged in the work will be considered employees of Consultant. City will deal directly with and will make all payments to Consultant. Section 6. Changes to Scope of Work. For extra work not part of this Agreement, a written authorization from City is required prior to Consultant undertaking any extra work. In the event of a change in the Scope of Work provided for in the contract documents as requested by the City, the Parties hereto shall execute an addendum to this Agreement setting forth with particularity all terms of the new agreement, Including but not limited to any additional Consultant's fees. Section 7. Familiarity with Work and/or Construction Site. By executing this Agreement, Consultant warrants that: (1) it has investigated the work to be performed; (2) if applicable, it has investigated the work site(s), and is aware of all conditions there; and (3) it understands the facilities, difficulties and restrictions of the work to be performed under this Agreement. Should Consultant discover any latent or unknown conditions materially differing from those inherent in the work or as represented by City, it shall immediately inform the City of this and shall not proceed with further work E under this Agreement until written instructions. are received from the City. Section B. Time of Essence. Time is of the essence in the performance of this Agreement. Section 9. Compliance with Law E-Verif . 9.1. Compliance with Law. Consultant shall comply with all applicable laws, ordinances, codes and regulations of federal, state and local government, 9.2. E -Verify, If Consultant isnot already enrolled in the U.S. Department of Homeland Security's E -Verify program, Consultant shall enroll in the E -Verify program within fifteen days of the effective date of this Agreement to verify the employment authorization of new employees assigned to perform work hereunder. Consultant shall verify employment authorization within three days of hiring a neva employee to perform work under this Agreement. Information pertaining to the E -Verify program can be found at http://www.uscis.gov, or access the registration page at #httpslle-varify.uscis.gov/enroll/. Consultant shall certify its registration with E -Verify and provide its registration number within sixteen days of the effective date of this Agreement. l;ailure,to provide certification will result in withholding payment until full compliance is demonstrated. Section 10. Conflicts of Interest. Consultant covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which would conflict in any manner or degree with the performance of the services contemplated by this Agreement. No person having such interest shall be employed by or associated with Consultant. Section 11. Codes of Work Product. At the completion of the work, Consultant shall have delivered to City at least one (1) copy of any final reports and/or notes or drawings containing Consultant's findings, conclusions, and recommendations with any supporting documentation. All. reports submitted to thie, City shall be in reproducible format, or in the formai otherwise approved by the City in writing, 3 Section 12. Ownership of Documents. All reports, information, data and exhibits prepared or assembled by Consultant in connection with the performance of its services pursuant to this Agreement are confidential to the extent permitted by law, and Consultant agrees that they shall not be made available to any individual or organization without prior written consent of the City. All such reports, information, data, and exhibits shall be the property of the City and shall be delivered to the City upon demand without additional costs or expense to the City. The City acknovdledges such documents are instruments of Consultant's professional services. Section 13. Indemnity. To the fullest extent permitted by law, Consultant agrees to protect, defend, and hold harmless the City and its elective and appointive beards, officers, agents, and employees from any and all claims, liabilities, expenses, or damages of any nature, including attorneys' fees, for injury or death of any person, or damages of any nature, including interference with use of property, arising out of, or in anyway connected with the negligence, recklessness and/or intentional wrongful conduct of Consultant, Consultant's agents, officers, employees, subcontractors, or independent contractors hired by Consultant in the performance of the Agreement. The only exception to Consultant's responsibility to protect, defend, and hold harmless the City, is due to the negligence, recklessness and/or wrongful conduct of the City, or any of its elective or appointive boards, officers, agents, or employees. This hold harmless agreement shall apply to all liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Consultant. Section 14. Insurance. On or before beginning any of the services or work called for by any terry} of this Agreement, Consultant, at its own cost and expense, shall carry, maintain forthe duration of the agreement; and provide proof thereof that is acceptable to the City,. the insurance specified below with insurers and under forms of insurance satisfactory in all respects to the City. Consultant shall not allow any subcontractor to commence work on any subcontract until all insurance required of the Consultant has also been obtained for the subcontractor. Insurance required herein shall be provided by Insurers in good standing with the State of California and having a minimum Best's Guide Rating of A- Class /ill or better. 14.1 Comprehensive General Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive General Liability coverage in an amount not less than one million dollars per occurrence ($1,000,000.00), combined single limit coverage for risks 0 associated with the work conternplated by this agreement. If a Commercial General Liability Insurance farm or ether form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this agreement or the general aggregate limit shall be at least twice the required occurrence limit. 14.2 Comprehensive Automobile Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive Automobile Liability coverage, including awned, hired and non - owned vehicles in an amount not less than one million dollars per occurrence ($1,000,000.00). 14.3 Worker's Compensation. If Consultant intends to employ employees to perform services under this Agreement, Consultant shall obtain and maintain, during the terra of this Agreement, Worker's Compensation Employer's Liability Insurance in the statutory amount as required by state law. 14.4 Proof of Insurance Requirements/Endorsement. Prior to beginning any work under this Agreement, Consultant shall submit the insurance certificates, including the deductible or self -retention amount, and an additional insured endorsement naming City, its officers, employees, agents, and volunteers as additional insureds as respects each of the following: Liability arising out of activities performed by or on behalf of Consultant, including the insured's general supervision of Consultant, products and completed operations of Consultant, premises owned, occupied or used by Consultant; or automobiles owned, leased, hired, or borrowed by Consultant. The coverage shall contain rico special limitations on the scope of protection afforded City, its officers, employees, agents, or volunteers. 14.5 Errors and Omissions Coverage Throughout the term of this Agreement, Consultant shall maintain Errors and Omissions Coverage (professional liability coverage) in an amount of not less than One Million dollars ($1,000,000). Prior to beginning any work Under this Agreement, Consultant shall submit an insurance certificate to the City's General Counsel for certification that the insurance requirements of this Agreement have been satisfied. 14.6 Notice of Cancella ion(Termihation of Insurance. The above policy/policies shall not terminate, nor shall they be cancelled, nor the coverages reduced, until after thirty (30) days' written notice is given to City, except that ten (10) days' notice shall be given if there is a cancellation due to failure to pay a premium. �Rl 14.7 Terms of Compensation. Consultant small not receive any compensation until: all insurance provisions have been satisfied, 14.8 Notice to Proceed. Consultant shall not proceed with any work under this Agreement until the City has issued a written "Notice to Proceed" verifying that Consultant has complied with all insurance requirements of this Agreement. Section 15. Termination, City shall have the right to terminate this Agreement without cause by giving thirty (30) days' advance written notice of termination to Consultant, In addition, this Agreement may be terminated by any party for cause by providing ten (10) days' notice to the other party of a material breach of contract. If the other party does not cure the breach of contract, then the agreement may be terminated subsequent to the ten (10) day cure period. Section 16. Notice. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice. These addresses shall be used for delivery of service of process: To City: City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Attn: Nisha Patel, P.E. To Consultant: RBF Consulting 14725 Alton Parkway Irvine, CA 92618 Attn: Sal Sheikh, P.E. Section 17. Attorneys' Fees. If any action at law or in equity is necessary to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to reasonably; attorneys'. fees, costs and necessary disbursements in addition to any other relief to which he may be entitled. Section 18. Dispute Resolution. In the event of a dispute arising between the parties regarding performance or interpretation of this Agreement, the dispute shall be resolved by binding arbitration under the auspices of the Judicial Arbitration and Mediation Service ("JAMS"). Section 19. Entire Agreement. This Agreement constitutes the entire understanding and agreement.beteen the parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. IN WITNESS WHEREOF, the parties hereto have executed this Agreement. ATTEST; Maria Morris, City Clerk APPROVED AS TO FORM: Omar n oval City ) ttorriey CITY OF SAN JUAN CAPISTRANO Dave Adams, Interim City Manager CONSULTANT ME 7 D.ue to th'e large size, the exhibits to the agreement .. the City Clerk's office. PERSONAL SERVICES AGREEMENT THIS AGREEMENT is made, entered into, and shall became effective this _ day of , 2011, by and between the San Juan Capistrano (hereinafter referred to as the "City") and Wildan Engineering (hereinafter referred to as the "Consultant"). RECITALS: WHEREAS, City desires to retain the services of Consultant regarding the City's proposal to provide Construction Management Support for Nan -Structural Items in the form of Materials Submittal and Shap Drawing Review, and Request for Information and Request for Clarification Support for the Del Obispo Street Widening from Alipaz Street to Paseo Adelanto Project STPL 5372 (011) (CIP 07107); and WHEREAS, Consultant is qualified by virtue of experience, training, education, and expertise to accomplish such services. NOW, THEREFORE, City and Consultant mutually agree as follows: Section 1. Scope of Work. The scope of work to be performed by the Consultant shall consist of those tasks as set forth in Exhibit "A," attached and incorporated herein by reference. To the extent that there are any conflicts between the provisions described in Exhibit "A" and those provisions contained within this Agreement, the provisions in this Agreement shall control. Section 2. Terra.. This Agreement shall commence on the effective date and shall terminate, and all services required hereunder shall be completed, no later than May 1, 2012. Section 3. Compensation. 3.1 Amount. Total compensation for the services hereunder shall not exceed Ten Thousand Two Hundred Dollars ($10,200.00) as set forth in Exhibit "S," attached and incorporated herein by reference. 3.2 Method of Payment. Subject to Section 3.1, Consultant shall submit monthly invoices Lased on total services which have been satisfactorily completed for such monthly periost. The City ATTACHlE1T 3 will pay monthly progress payments based on approved invoices in accordance With this Section. 3.3 Records of Expenses. Consultant shall keep complete and accurate records of all costs and expenses incidental to services covered by this Agreement. These records will be made available at reasonable times to the City. Invoices shall be addressed as provided for in Section 16 below. Section 4. Independent Contractor. It is agreed that Consultant shall act and be an independent contractor and not an agent or employee of the City, and shall obtain no rights to any benefits which accrue to Agency's employees. Section 5. Limitations Upon Subcontracting and Assg nrnent. The experience, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for the City to enter into this Agreement. Consultant shall not contract with any other entity to perform the services required without written approval of the City. This Agreement may not be assigned, voluntarily or by operation of law, without the prior written approval of the City. If Consultant is permitted to subcontract any part of this Agreement by City, Consultant shall be responsible to the City for'the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationships between any subcontractor and City. All persons engaged in the work will be considered employees of Consultant. City will deal directly with and will make all payments to Consultant. Section G. Changes to Scope of Work. For extra work not part of this Agreement, a written authorization from City is required prior to Consultant undertaking any extra work. In the event of a change in the Scope of Work provided for in the contract documents as requested by the City, the Parties hereto shall execute aro addendum to this Agreement setting forth with particularity all terms of the new agreement; including but not limited to any additional Consultant's fees. Section 7. Familiarity with Work and/or Construction Site. By executing this Agreement, Consultant warrants that: (1) it has investigated the work to be performed; (2) if applicable, it has investigated the work site(s), and is aware of all conditions there; and (3) it understands the facilities, difficulties and restrictions of the work to be performed under this Agreement. Should Consultant discover any latent or unknown conditions materially differing from those inherent in the work or as represented by City, it shall.immediately inform the City of this and shall not proceed with further work 2 ander this Agreement until written instructions are received from the City. Section S. Time of Essence. Time is of the essence in the performance of this Agreement. Section 9. Compliance with Law; E -Ver fy. 9.1. Compliance with Law. Consultant shall comply with all applicable laws, ordinances, codes and regulations of federal, state and local government. 9.2: E -Veru, If Consultant is not already enrolled in the U.S. Department of Homeland Security's E -Verify program, Consultant shall enroll in the E -Verify program within fifteen days of the effective date of this Agreement to verify the employment authorization of new employees assigned to perform work hereunder. Consultant shall verify employment authorization within three days of hiring a new employee to perform work under this Agreement. Information pertaining to the E -Verify program can be found at httc-.//Wm.uscis,gov, or access the registration page at h tps.//e-verify,uscis.ciovlenroI[/, Consultant shall certify its registration with -Verify and provide its registration number Within sixteen days of the effective date of this Agreement. Failure to provide certification will result in withholding payment until full compliance is demonstrated. Section 10. Conflicts of Interest. Consultant covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which would conflict in any manner or degree with the performance of the services contemplated by this Agreement. No person having such interest shall be employed by or associated with Consultant. Section 11. Copies of Work Product. At the completion of the work, Consultant shall have delivered to City at least one (1) copy of any final reports acrd/or notes or drawings containing Consultant's findings, conclusions, and recommendations with any supporting documentation. All reports submitted to the City shall be in reproducible format, or in the format otherwise approved by the City in writing. 3 Section 12. Ownership of Documents. All reports, information, data and exhibits prepared or assembled by Consultant in connection with the performance of its services pursuant to this Agreement are confidential to the extent permitted by law, and Consultant agrees that they shall not be made available to any individual or organization without prier written consent of the City. All such reports, information, data, and exhibits shall be the property of the City and shall be delivered to the City upon demand without additional costs or expense to the City. The City acknowledges. such documents are instruments of Consultant's professional services. Section 13. Indemnity. To the fullest extent permitted by law, Consultant agrees to protect, defend, and held harmless the City and its elective and appointive boards, officers, agents, and employees from any and all claims, liabilities, expenses, or damages of any mature, including attorneys' fees, for injury or death of any person, or damages of any nature, including interference with use of property, arising out of, or in any way connected with the negligence, recklessness and/or intentional wrongful conduct of Consultant, Consultant's agents, officers, employees, subcontractors, or independent contractors hired by Consultant in the performance of the Agreement. The only exception to Consultant's responsibility 'to protect, defend, and hold harmless the City, is due to the negligence, recklessness and/or wrongful conduct of the City, or any of its elective or appointive boards, officers, agents, or employees. This hold harmless agreement shall apply to all liability regardless of whether any insurance policies are applicable. The policy limits do not act as'a limitbtion upon the amount of indemnification to be provided by Consultant. Section 14. Insurance. On or before beginning any of the services or work called for by any term of this Agreement, Consultant, at its own cost and expense, shall carry, maintain for the duration of the agreement and provide proof thereof that is acceptable to the City, the insurance specified below with insurers and under forms of insurance satisfactory in all respects to the City. Consultant shall not allow any subcontractor to commence work on any subcontract until all insurance required of the Consultant has also been obtained for the subcontractor. Insurance required herein shall be provided by Insurers in good standing with the State of California and having a minimum Best's Guide Rating of A Class VH or better. 14.1 Comprehensive General Liability. Throughout the terra of this Agreement, Consultant shall maintain in full force and effect Comprehensive General Liability coverage in an amount not less than one million dollars per occurrence ($1000,000.00), combined single limit coverage for risks 0 associated with the work contemplated by this agreement. If a Commercial General Liability Insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this agreement or the general aggregate limit shall be at least twice the required occurrence limit. 14.2 Comprehensive Automobile Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive Automobile Liability coverage, including owned, hired and non - owned vehicles in an amount not less than one million dollars per occurrence ($1,000,000.0. 14.3 Worker's Compensation. If Consultant intends to employ employees to perform services under this Agreement, Consultant shall obtain and maintain, during the term of this Agreement, !Worker's Compensation Employer's Liability Insurance in the statutory amount as required by state law. 14.4 Proof of Insurance Requirements/Endorsement. Prior to beginning any work under this Agreement, Consultant shall submit the insurance certificates, including the deductible or self -retention amount, and an additional insured endorsement naming City, its officers, employees, agents, and volunteers as additional insureds as respects each of the following: Liability arising out of activities performed by or on behalf of Consultant, including the insured's general supervision of .Consultant; products and completed operations of Consultant; premises owned, occupied or used by Consultant; or automobiles owned, leased, hired, or borrowed by Consultant. The coverage shall contain no special limitations on the scope of protection afforded City, its officers, employees, agents, or volunteers. 14.5 Errors and Omissions Coverage Throughout the term of this Agreement, Consultant shall maintain Errors and Omissions Coverage (professional liability coverage) in an amount of not less than One Million Dollars ($1,000,000). Prior to beginning any work under this Agreement, Consultant shall, submit an insurance certificate to the City's General Counsel for certification that the insurance requirements of this Agreement have been satisfied. 14.6 notice of Cancellation/Termination of Insurance. The above policy/policies shall not terminate, nor shall they be cancelled, nor the coverages reduced, until after thirty (30) days' written notice is given to City, except that ten (10) days' notice shall be given if there is a cancellation due to failure to pay a premium. 5 14.7 Teras of Compensation. Consultant shall not receive any compensation until all insurance provisions have been satisfied. 14.8 Notice to Proceed. Consultant shall not proceed with any work under this Agreement until the City has issued a written "Notice to Proceed" verifying that Consultant has complied with all insurance requirements of this Agreement. Section 15. Termination. City shall have the right to terminate this Agreement without cause by giving thirty (30) days' advance written notice of termination to Consultant. In addition, this Agreement may be. terminated by any party for cause by providing ten (10) days` notice to the other party of a material breach of contract. If the other party does not cure the breach of contract, then the agreement_ may be terminated subsequent to.the ten (10) day cure period, Section 15. Notice. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice. These addresses small e used for delivery of service of process: To City: City of San Juan Capistrano 3.2440 Paseo Adelanto San Juan Capistrano, CA 02675 Attn: Nisha Patel, P.E. To Consultant: Willdan Engineering 2401 East Katella Avenue Suite 450 Anaheim, CA 02806 Attn: Ken Taylor, P.E. Section 17. Attorneys' Fees. If any action at law or in equity is necessary to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to reasonable attorneys' fees, casts and necessary disbursements in addition to any other relief to which he may be entitled. 9 Section 18, Dispute Resolution. In the event of a dispute arising between the parties regarding performance or interpretation of this Agreement, the dispute shall be resolved by. binding arbitration under the auspices of the Judicial Arbitration and Mediation Service {"JAMS"). Section 19. Entire Agreement. This Agreement constitutes the entire understanding and agreement between the parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. IN WITNESS WHEREOF, the parties hereto have executed this Agreement. ATTEST: Maria Morris, City Clerk APPROVED AS TO FORM: Omar Sandoval, City Attorney CITY OF SAN JUAN CAPISTRANO 0 Dave Adams, Interim City Manager CONSULTANT No 7 Due to the large si . ze, the exhibits to the � agreement•: available review the City Clerk's office. PERSONAL SERVICES AGREEMENT TH IS AGREEMENT is made, entered into, and shall become effective this day ofd,. 2011, by and between the San Juan Capistrano (hereinafter referred to as the "City") and RBF Consulting (hereinafter referred to as the "Consultant"). RECITALS., WHEREAS, City desires to retain the services of Consultant regarding the City's proposal to provide SWPPP Development and Construction General Permit Compliance for the Del Obispo Street Widening from Alipaz Street to Paseo Adelanto Project STPL 5372 (011) (CIP 07107); and WHEREAS, Consultant is qualified by virtue of experience, training, education, and expertise to accomplish such services. NOW, THEREFORE, City and Consultant mutually agree. as follows: Section 1. Scope of Work. The scope of work to be performed by the Consultant shall consist of those tasks as set forth in Exhibit "A," attached and incorporated herein by reference. To the extent that there are any conflicts between the previsions described in Exhibit "A" and those provisions contained within this Agreement, the provisions in this Agreement shall control. Section 2. Term. This Agreement shall commence on the effective date and shall terminate, and all services required hereunder shall be completed, no later than May 1, 2012, Section 3. Compensation. 3.1 Amount. Total compensation for the services hereunder shall not exceed thirty Five Thousand One Hundred and Twenty ($34,020.00) as set forth in Exhibit "B," attached and incorporated herein by reference. .ATTACHMEI T 4 3.2 Method of Payment. Subject to Section 3.1, Consultant shall submit monthly invoices based on total services which have been satisfactorily completed for such monthly period. The City will pay monthly progress payments based on approved invoices in accordance with this Section. 3.3 records of Expenses. Consultant shall beep complete and accurate records of all costs and expenses incidental to services covered by this Agreement. These records will be Made available at reasonable times to the City. Invoices shall be addressed as provided for in Section 16 below. Soction 4. Independent Contractor. It is agreed that Consultant shall act and be an independent contractor and not an agent or employee of the City, and shall obtain no rights to any benefits which accrue to Agency's employees. Section 5. Limitations Upon Subcontracting and Assi nment. The experience, Knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for the City to enter into this Agreement. Consultant shall not contract with any other entity to perform the services required without written approval of the City. This Agreement may not be assigned; voluntarily or by operation of law, without the prior written approval of the City. If Consultant is permitted to subcontract any part of this Agreement by City, Consultant shall be responsible to the City for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationships between any subcontractor and City. All persons engaged in the work will be considered employees of Consultant. City will deal directly with and will make all payments to Consultant. Section 5. Changes to Scope of Work. For extra work not part of this Agreement, a written authorization from City is required prior to Consultant undertaking any extra work. In the event of a change in the Scope of Work provided for in the contract documents as requested by the City, the Parties hereto shall execute an addendum to this Agreement setting forth with particularity all terms of the new agreement, including but not limited to any additional Consultant's fees. Section 7. Familiarity with Work and/or Construction Site. By executing this Agreement, Consultant warrants that: (1) it has investigated the work to be performed: (2) if applicable, it has investigated the work site(s), and is aware of 2 all conditions there; and (3) it understands the facilities, difficulties and restrictions of the work to be performed under this Agreement. Should Consultant discover any latent or unknown conditions materially differing from those inherent in the work or as represented by City, it shall immediately inform the City of this and shall not proceed with further. work under this Agreement until written instructions are received from the City, Section 8. Time of Essence. Time is of the essence in the performance of this Agreement. Section 9. Compliance with Law; E -Verify. 9.1. Compliance with Law. Consultant shall comply with all applicable laws, ordinances, codes and regulations of federal, state and local government. 9.2. E -Verify. If Consultant is not already enrolled in the US. Department of Homeland Security's E -Verify program, Consultant shall enroll in the E -Verify program within fifteen days of the effective date of this Agreement to verify the employment authorization of new employees assigned to perform work hereunder. Consultant shall verify employment authorization within three days of hiring a new employee to perform work under this Agreement. Information pertaining to the E -Verify program can be found at http://www.uscis.goy, or access the registration page at https:/Ie-verify,uscis.gov/enroll/. Consultant shall certify its registration with E -Verify and provide its registration number within sixteen days of the effective date of this Agreement. Failure to provide certification will result in withholding payment until full compliance is demonstrated. Section 10. Conflicts of Interest. Consultant covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which would conflict in any manner or degree with the performance of the services contemplated by this Agreement. leo person having such interest shall be employed by or associated with Consultant. Section 11. Copies of Work product. At the completion of the work; Consultant shall have delivered to City at least one (1) copy of any final reports and/or notes or drawings containing Consultant's findings, conclusions, and recommendations with ' any supporting documentation. All reports submitted to the City shall be in reproducible format, or in the format otherwise approved by the City in writing. 3 Section 12. Ownership of Documents. All reports, information, data and exhibits prepared or assembled by Consultant in connection with the performance of its services pursuant to this Agreement are confidential to the extent permitted by law, and Consultant agrees that they shall not be made available to any individual or organization without prior written consent of the City. All such reports, information, data, and exhibits shall be the property of the City and shall be delivered to the City upon demand without additional costs or expense to the City. The City acknowledges such documents are instruments of Consultant's professional services. Section 13. Indomnity. To the fullest extent permitted by law, Consultant agrees to protect, defend, and hold harmless the City and its elective and appointive boards, officers, agents, and employees from any and all claims, liabilities, expenses, or damages of any nature, including attorneys' fees, for injury or death of any person, or damages of any nature, including interference with use of property, arising out of, or in any way connected with the negligence, recklessness and/or intentional wrongful conduct of Consultant, Consultant's agents, officers, employees, subcontractors, or independent contractors hired by Consultant in the performance of the Agreement. The only exception to Consultant's responsibility to protect, defend, and hold harmless the City, is clue to the negligence, recklessness and/or wrongful conduct of the City, or. any of its elective or appointive beards, officers, agents, or employees. . This hold harmless agreement shall apply to all liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indernnification to be provided by Consultant. Section 14. Insurance. On or before beginning any of the services or.work called for by any term of this Agreement, Consultant, at its own cost and expense, shall carry, maintain for the duration of the agreement, and provide proof thereof that is acceptable to the City, the insurance specified below with insurers and under forms of insurance satisfactory in all respects to the City. Consultant shall not allow any subcontractor to commence work on any subcontract until all insurance required of the Consultant has also been obtained for the subcontractor. Insurance required herein shall be provided by Insurers in good standing with the State of California and having a minimum Best's Guide Rating of A- Class VI1 or better. 14.1 Comprehensive General Liability. Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive General Liability coverage in an amount not less than one million dollars per occurrence ($1,000,000.00), combined single limit coverage for risks 12 associated with the work contemplated by this agreement. If a Commercial General Liability Insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the warp to be performed under this agreement or the general aggregate limit shall be at least twice the required occurrence limit. 1.4.2 Comprehensive Automobile Liability, Throughout the term of this Agreement, Consultant shall maintain in full force and.effect Comprehensive Automobile Liability coverage, including owned, hired and non - owned vehicles in an amount not less than one million dollars per occurrence ($1,000,000-00), 14.3 porker's Compensation. If Consultant intends to employ employees to perform services under this Agreement, Consultant shall obtain and maintain, during the term of this Agreement, Worker's Compensation Employer's Liability Insurance in the statutory amount as required by state law. 14.4 Proof of Insurance Req uirements/Endorsement. Prior to beginning any work under this Agreement, Consultant shall submit the insurance certificates, including the deductible or self -retention amount, and an additional insured endorsement naming City, its officers, employees, agents, and volunteers as additional insureds as respects each of the following: Liability arising out of activities performed by or on behalf of Consultant, including the insured's general supervision of Consultant; products and completed operations of Consultant; premises owned, occupied or used by Consultant; or automobiles owned; leased, hired, or borrowed by Consultant. The coverage shall contain no special limitations on the scope of protection afforded City, its officers, employees, agents, or volunteers. 14.5 Errors and Omissions Coverage Throughout the terra of this Agreement, Consultant shall maintain Errors and Omissions Coverage (professional liability coverage) in an amount of not less than One Million Dollars ($1,000,000). Prior to beginning any work under this Agreement, Consultant shall submit an insurance certificate to the City's General Counsel for certification that the insurance requirements of this Agreement have been satisfied. 14.6 Notice of Cancellation/Termination of Insurance. The above policy/policies shall not terminate, nor shall they be cancelled, nor the coverages reduced, until after thirty (30) clays' written notice is given to City, except that ten (10) days' notice shall be.. given if there is a cancellation due to failure to pay a premium. 9 14.7 Terms of Compensation. Consultant shall not receive any compensation until all insurance provisions have been satisfied. 14.8 Notice to Proceed. Consultant shall not proceed with any work under this Agreement until the City has issued a written "Notice to Proceed" verifying that Consultant has complied with all insurance requirements of this Agreement. Section 16. Termination. City shall have the right to terminate this Agreement without cause by giving thirty (30) days' advance written notice of termination to Consultant. In addition, this Agreement may be terminated by any party for cause by providing ten (10) days' notice to the other party of a material breach of contract. If the other party noes not cure the breach of contract, then the agreement may be terminated subsequent to the ten (10) day cure period. Section 16. Notice. All notices shall be personally delivered or mailed. to the below listed addresses, or to such other addresses as may be designated by written notice. These addresses shall be used for delivery of service of process: To City: City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Attn: Nisha Patel, P.E. To Consultant: RBI= Consulting 14725 Alton Parkway Irvine, CA 92618 Attn: Tonya Bilezikjian, P.E., CPESC, CPSWQ, QSD Section 17. Attorneys' Fees. If any action at lave or in equity is necessary to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to reasonable attorneys' fees, costs and necessary disbursements in addition to any other relief to which he may be entitled. Section 18. Dispute Resolution. In the event of a dispute arising between the parties regarding performance or interpretation of this Agreement, the dispute shall be resolved by binding arbitration under the auspices of the Judicial Arbitration and Mediation Service ("JAMS"). Section 19. Entire Agreement. This Agreement constitutes the entire understanding and agreement between the parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. IN WITNESS WHEREOF, the parties hereto have executed this Agreement. ATTEST: Maria Morris, City Clerk APPROVED AS TO FORM: Omar Sa n-dd.vil,'t',ity'Wt-t'o r-ney CITY OF SAN JUAN CAPISTRANO IN Dave Adams, Interim City Manager CONSULTANT 0 Due to the large size, the exhibits to the agree'ment are available for review in the City Clerk's office. PERSONAL SERVICES AGREEMENT THIS AGREEMENT is made, entered into, and shall become effective this day of , 2011, by and between the San duan Capistrano (hereinafter referred to as the "City") and Smith -Emery Laboratories (hereinafter referred to as the "Consultant"). RECITALS: WHEREAS, City desires to retain the services of Consultant regarding the City's proposal to provide Geotechnical Testing'and Inspection Services for the Dei Obispo Street Widening from Alipaz Street to Paseo Adelanto Project STPL 5372 (011) (CIP 07107); and WHEREAS, Consultant is qualified by virtue of experience, training, education, and expertise to accomplish such services. NOW, THEREFORE, City and Consultant mutually agree as follows: Section 1. Scope of Work. The scope of work to be performed by the Consultant shall consist of those tasks as set forth in Exhibit "A," attached and incorporated herein by reference. To the extent that there are any conflicts between the provisions described in Exhibit "A" and those provisions contained within this Agreement, the provisions in this Agreement shall control. Section 2. Terra. This Agreement shall commence on the effective date and shall terminate, and all services required hereunder shall be completed, no later than May 1, 2012. Section 3. Compensation. 3.1 Amount. Total compensation for the services hereunder shall not exceed Seventy One Thousand Nine Hundred and Fourteen Dollars ($71,914.00) as set forth in Exhibit "B," attached and incorporated herein by reference. 3.2 Method of Payment Subject to Section 3, 1, Consultant shall submit monthly invoices based on total services which have been satisfactorily completed for such monthly period. The City will pay monthly progress payments based on approved invoices in accordance with this Section. ATTACHMENT 5 3.3 Records of Expenses. Consultant shall keep complete and accurate records of all costs and expenses incidental to services covered by this Agreement. These records will be made available at reasonable times to the City. Invoices shall be addressed as provided for in Section 16 below. Section 4. Independent Contractor. It is agreed that Consultant shall act and be an independent contractor and not an agent or employee of the City, and shall obtain no rights to any benefits which accrue to Agency's employees. Section a. Limitations Upon Subcontracting and Assignment. The experience, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement. for the City to enter into this Agreement. Consultant shall net contract with any other entity to perform the services required without written approval of the City. This Agreement may not be assigned, voluntarily or by operation of law, without the prior written approval of the City. If Consultant is permitted to subcontract any part of this Agreement by City, Consultant shall be responsible to the City for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationships between any subcontractor and City. All persons engaged in the work will be considered employees of Consultant. City will deal directly with and will make all payments to Consultant. Section 6. Chances to Scope of Work. For extra work not part of this Agreement, a written authorization from City is required prior to Consultant undertaking any extra work. in the event of a change in the Scope of Work provided for in the contract documents as requested by the City, the Parties hereto shall execute an addendum to this Agreement setting forth with particularity all terms of the neve agreement, including but not limited to any additional Consultant's fees. Section 7. Farniliari with Work and/or Construction Site. By executing this Agreement, Consultant warrants that: (1) it has investigated the work to be performed; (2) if applicable, it has investigated the work sites), and is aware of all conditions there; and (3) it understands the facilities, difficulties and restrictions of the work to be performed under this Agreement. Should. Consultant discover any latent or unknown conditions materially differing from those inherent in the work or as represented by City; it shall immediately inform the City of this and shall not proceed with further work under this Agreement until written instructions are received from the City. IN Section 8. Time of Essence Time is of the essence in the performance of this Agreement. Section 9. Compliance with Law; E -Verify. 9.1. Compliance with Law. . Consultant shall comply with all applicable laws, ordinances, codes and regulation's of federal, state and local government. 9.2. E -Verify. If Consultant is not already enrolled in the U.S. Department of Homeland Security's E --Verify program, Consultant shall enroll in the E -Verify program within fifteen days of the effective date of this Agreement to verify the employment authorization of new employees assigned to perform work hereunder. Consultant, shall verify employment authorization within three days of hiring a new employee to perform work under this Agreement. Information pertaining to the E -Verify program can be found at http-//www.uscis-gov, or access the registration page at hftps:/le-verify.uscis.,qov/enroll/. Consultant shall certify its registration with E -Verify and provide its registration number within sixteen days of the effective date of this Agreement. Failure to provide certification will result in withholding payment until full compliance is demonstrated. Section 10. Conflicts of Interest. Consultant covenants that it presently has no interest and shall not acquire any interest, direct or indirect, which would conflict in any manner or degree with the performance of the services contemplated by this Agreement. No person having such interest shall be employed by or associated with Consultant. Section 11, Copies of Work Product. At the completion of the work, Consultant shall have delivered to City at least one (1) copy of any final reports and/or notes or drawidgs containing Consultant's findings, conclusions, and recommendations with any supporting documentation. All reports submitted to the City shall be in reproducible format, or in the format otherwise approved by the City in writing. 3 Section 1 . Ownership of Documents. All reports, information, data and exhibits prepared or assembled by Consultant in connection with the performance of its services pursuant to this Agreement are confidential to the extent permitted by law, and Consultant agrees that they shall not be made available to any individual or organization without prior written consent of the City. All such reports, information, data, and exhibits shall be the property of the City and shall be delivered to the City upon demand without additional costs or expense to the City. The City acknowledges such documents are instruments of Consultant's professional services. Section 13. Indemnity. To the fullest extent permitted by law, Consultant agrees to protect, defend, and hold harmless the City and its elective and appointive boards, officers, agents, and employees from any and all claims, liabilities, expenses, or damages of any nature, including attorneys' fees, for injury or death of any person, or damages of any nature, including interference with use of property, arising out of, or in anyway connected with the negligence, recklessness and/or intentional wrongful conduct of Consultant, Consultant's agents, officers, employees, subcontractors, or independent contractors hired by Consultant in the performance of the Agreement. The only exception to Consultant's responsibility to protect, defend, and hold harmless the City, is due to the. negligence, recklessness and/or wrongful conduct of the City, or any of its elective or appointive boards, officers, agents, or employees. This hold harmless agreement shall apply to all liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Consultant. Section 14, Insurance. On or before beginning any of the services or work called for by .any term of this Agreement, Consultant, at its own cost and expense, shall carry, maintain for the duration of the agreement, and provide proof thereof that is acceptable to the City, the insurance specified below with insurers and under forms of insurance satisfactory in all respects to the City. Consultant shall not allow any subcontractor to commence work on any subcontract until all insurance required of the Consultant has also been obtained for the subcontractor. Insurance required herein shall be provided by Insurers in good standing with the State of California and having a minimum Best's wide Rating of A- Class Vil or. better. 14.1 Comprehensive General Liability, Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive General Liability coverage in an amount not less than one million dollars per occurrence ($1,000,000.00),. combined single limit coverage for risks 10 associated with the work contemplated by this agreement. If a Commercial General Liability Insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this agreement or the general aggregate limit shall be at least twice the required occurrence limit. 14.2 Comprehensive Automobile Liability, Throughout the term of this Agreement, Consultant shall maintain in full force and effect Comprehensive Automobile liability coverage, including owned, hired and non - owned vehicles in an amount not less than one million dollars per occurrence ($1,000,000.00). 14.3 Worker's Compensation. If Consultant intends to employ employees to perform services under this Agreement, Consultant shall obtain and maintain, during the term of this Agreement, Worker's Compensation Employer's Liability Insurance in the statutory amount as required by state law. 14.4 proof of Insurance Requirements/Endorsement. Prior to beginning any work under this Agreement, Consultant shall submit the insurance certificates, including the deductible or self -retention amount, and an additional insured endorsement naming City, its officers, employees, agents, and volunteers as additional insureds as respects each of the following: Liability arising out of activities .performed by or on behalf of Consultant, including the insured's general supervision of Consultant; products and completed operations of Consultant; premises owned, occupied or used by Consultant; or automobiles owned, leased, hired, or borrowed by Consultant. The coverage shall contain no special limitations on the scope of protection afforded City, its officers, employees, agents, or volunteers. 14.5 Errors and Omissions Coverage Throughout the term of this Agreement, Consultant shall maintain Errors and Omissions Coverage (professional liability coverage) in an amount of not less than One Million Dollars ($1,000,000). Prior to beginning any work under this Agreement, Consultant shall submit an insurance certificate to the City's General Counsel for certification that the insurance requirements of this Agreement have been satisfied, 14.6 Notice of Cancellation/Termination of Insurance. The above policylpolicies shall not terminate, nor shall they be cancelled, nor the coverages reduced, until after thirty (30) days° written notice is given to City, except that ten (10) days' notice shall be given,if there is a cancellation due to failure to pay a premium. 5 14.7 Terms of Compensation_ Consultant shall not receive any compensation until all insurance provisions have been satisfied. 14.6 Notice to Proceed. Consultant shall not proceed with any work under this Agreement until the City has issued a written "Notice to Proceed" verifying that Consultant has complied with all insurance requirements of this Agreement. Section 15. Termination. City shall have the right to terminate this Agreement without cause by giving thirty (30) days' advance written notice of termination to Consultant. In addition, this Agreement may be terminated by any party for cause- by providing ten (10) days' notice to the other party of a material breach of contract. If the other party does not cure the breach of contract, then the agreement may be terminated subsequent to the ten (10) day cure period. Section 16. Notice. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice. These addresses shall be used for delivery of service of process: To City: City of San ,Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Attn: Nisa Patel, P.E. To Consultant: Smith -Emery Laboratories 1195 N. Tustin Avenue Anaheim, CA 92807 Attn: Robert Greeley Section 17. Attorneys' Fees, If any action at lave or in equity is necessary to enforce or interpret the terms of this Agreement, the prevailing party shall be entitled to reasonable attorneys' fees, costs and necessary disbursements in addition to any other relief to which he may be entitled, 9 Section 18. DisRute Resolution. In the event of a dispute arising between the parties regarding performance or interpretation of this Agreement, the dispute shall be resolved by binding arbitration under the auspices of the Judicial Arbitration and Mediation Service ("JAMS"). Section 19. Entire Agreement, This Agreement constitutes the entire understanding and agreement between the parties and supersedes all previous negotiations between them pertaining to the subject matter thereof. IN WITNESS WHEREOF, the parties hereto have executed this Agreement. ATTEST: Maria Morris, City Clerk APPROVED AS TO FORM: J4 L Ornar'8andovM, City Aft6rne-y- CITY OF SAN JUAN CAPISTRANO 0 Dave Adams, Interim City Manager CONSULTANT M 7 #ue to,the large size, the exhibits to the agreement are available for review in the CityClerk's office. 6-E= , LCERTIFICATE OF LIABILITY IL I °o-��E 11D�YYm THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT T BE T r`vEEN THE ISSUING ;NSURER(Sj, AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED, the poiicy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an ondorspment. A statement On this certlficate doe.9 not confer 00. s to the certificate holder In Iieu of such endorsement(s). PRODUCER MARSH USA NC. NAME: 600 REW-iSSANCE CENTER, SUITE 2Mt 0 PMONE aAXr`Na rn_ DETROIT, Mi 48243 ADDRESS: Atim Rados -FaX No, 313.393.8950 a.nn€rrcrx..— INSURED INSURER A. Arr 6can Zui ch lnstlranCB CtlIl pony 140142 '.. Sm h Er€ Ery Labcral ftss, A Corporalon Turich American Insurance Cempeny --- 116535 781 F. Washington W. INSURER S. Los Angeles, CA 96021 INSURER C: Sl. Patti Fire & matsne ins Co 124767 INSURER D: INSURER E : i I INSURER COVERAGES CERTIFICATE NUMBER., CH€-0031II;332-34 REWSION NUMBER. 3 THIS IS TO CER-nFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FUR THE POLICY PERIOD INDICATED. NOTWtTHSTANCING ANY REOUIREMENT, TERM OR OONDrnoN OF ANY CONTRACT OR OTHER DOCUMENT WlTF€ RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR KAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECTTO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES- LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS. MSR LTR 7YPEOPIN53Jt2AFFeta -- - ADD SUBR POLICY NUMBER POLICY EFF 1t`J, tD POUCYEXP .:l?:.t 0DNYY-D . LIMITS B GENERAL E€ABILITY - (;OMMERCtALGEtNERALUABILITY CLAIMS -MADS F G'f;CilR GLOW8742 0410112011 0410112012 1 FACH OCCURRENCE 0A AGE C7-REWED P12 triESE6 Eanc ircence MED EXP Ar one�rsnn3 $ t:bba%oa `� _ E [ E PERSONA!. & ADV INJURY $ GEAGGREGATE S_ _NERAL GEN'LAGGREGATEL€MITAPr'LIESP'ER_ _ PRODUCTS-COMP10?ACG S 2,M6.660 i POLICYX I PRQ- LOC AUTCYLGETLE l"-"'-1 LIABILITY i � COY, 8IN D SINCE LIMIT fEa acpcievd} ' S t......,. I ANY AUTO � ALL C7V`MED AUi'OS 1 � ........ ... -. , ... _._--.�_ �I 60 Ly INJURY §Pee perscmj ---URYY (Per i QOItLY INJer accident) ....._......... ......... .......... � 3 F- SCHEDULED AUTOS HIRED AU T CS - - _-- PROPERTY OAMAC:E (Pet acc€rient) 1 f NON-OWWEP AUTOS � I � $ ( C I X UMBRELLA IJA13 XOK02101420 OCCUR EXCESS. LIAR I CLAk€a5-MAD@ 04101011 0410112012 EACH OCCURRENCE $ 4,600,00.,E 3 � I SIR .I $ .._.�._ €?EDUCT€BLE ftk1'kNT'iDN S A ! l ( WOR€£ERSCOMPENSATION ( AN] EMPLOYERS' LIABILITY Y! N A,4Y PRC7PRIF70RfPARTN-ERiFXECUTIVE�7 OPPtCER;Gt;r?a'�ER EXCLUGED? EY I (Mandaiory in NH} IWC3406680 tS N f A , i 0414112411 10410172012 j .-E X YYG9TATU- � DTH- .TQ13y,�€�S.-,,_,__,,.E, E -L,. F.AGHAGCEtJENT _ &._.m.....W.,.,_�. 1,iJE O,tJfl6 E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE„ - POLICY LIMIT 1 S ( 11 isS, deacriba under DESCRIPTION OF OPERATEONS Wow . E I I DESCRIPTION OF OPERAPONS /LOCATIONS r VEHICLES lAttaCB ACORD TDI, Additional Res€€arra SehedLde, if more space is required) Re: At Cl IerdlianS Certificate Holder is named as Additimal Iutmrod for C- Doral Liability, bul only as respects In fiability eking from the operations of the Insured and whet=- required by written mnhact. Workers' Compensation does not apply IG monopo9istic states (NO, OH, WA, AND WY}, Puarw FdrA w To Virgin islard5. City of San JUarl CSPistrano 32450 Paseo Adelanio Sacs Juan Caoislrew, CA 92675 L,AIV t, CL.L.A SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTMORO-ED-REPRESENTATIVE . Of Marall USA Idt- Jahn C Hurley 91988-2€ 09 AGORD CORPORATION. All rsgnts reservers. ACORD 25 (2009109) The ACOPD narne and logo are registered marks of ACORD P cl I,?. � t�FzL ................ 1"1 9 1 . ... . . . . . . . THIS CERTIFI ATE IS ISSUED FOR INFORMATION PURPOSES ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE OF LIABILITY INSURANCE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED eY THE POLICIES LISTED. DATE: 04/2912011 INSURERS; PRODUCER Marsh Program & Franchise or BROKER: a service of Seabury & Smith, Inc. PO Box 14404 A: Protective Insurance COMPany Des Moines, IA 50306-9686 C.. INSURED: D: SMITH -EMERY 791 E. WASHINGTON BLVD 3RD FLOOR LOS ANGELES, CA 90021 E: THE INSURANCE POLICIES LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD LISTED, NOTwrrHST.1kNIDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH REqPFCT TO WHICH THIS CEFrIFICATE OF LIABILITY INSURANCE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES LISTED SEI -OW fS jj IONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN COVERAGES, INSURER TYPE OF INSURANCE POLICY NUMBER EFFECTIVE EXPIRATION LIMITS LETTER DATE DATE GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCURRENCE AUTOMOBILE LIABILITY Combined Single Limit ❑ ANY AUTO Bodily Injury per Person A ❑ Al.LOWNEDAUTOS SCHEDULED AUTOS LE0011009-103995�10120120110 1012012011 E Roaly IMury per Arx. HIREDAUTOS NON -OWNED AUTOS GARAGE LIABILITY ANY AUTO EXCESS LIABILITY UMBRELLA OTHER Than UMBRELLA Form WORKERS COMPENSATION AND EMPLOYERS' LIABILITY . ...... ....... ............ . ..... DESCRIPTION: Policy provides protection for any & all operationsijobs performed by the named insured where required by written contract. Certiflicate holder is an Additional insured where required by written contract. Waiver of Subrogation included where required by written contract. Insurance is primary and non- cor%Mbutory. GPBR: 2F28 HOLDER; CANCELLATION: SHOULD ANY OF THE ABOVE POLICIES BE CANCELED BEFORE THE rXPIPATION DATE OF, THE INSURER ENDEAVOR TO 30 DAYS ISSUING CERTIFICATE HOLDERWILL NAMED TO THEMAIL LEFT. BUT City of San Juan Capistrano WRITTENTHERENOTICE TO THE FAILURE TO DO SO SHALL 1PviPC35E NO OBLIGATION OR LIABILITY OF ANY KIND. 32400 Paseo Adelanto San Juan Capistrano, CA 92675 VENDOR 0: 31459 AUTHORIZED REPRESENTATIVE E. The additional insured roust see to it that: 1. We are notified as soon as practicable of an °'occurrence" or offense that may result in a claim-, 2. We receive written notice of a claim or "suit" as soon as practicable; and 3. A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured, if the written contract or written agreement requires that this coverage be primary and non-contributory. F. For the coverage provided by this endorsement: I. The following paragraph is added to Paragraph 4.a. of the Other insurance Condition of Section Ill — Commercial General Liability Conditions: This insurance is primary 'insurance as respects our coverage to the additional insured person or organization, where the written contract or written agreement requires that this insurance be primary and non-contributory with respect to any other policy upon which the additional insured is a Narned insured. In that event, we will not seek contribution from any other such insurance policy available to the additional insured on which the additional insured person or organization is a Named Insured. 2. The following paragraph is added to Paragraph 4,b. of the Other Insurance Condition of Section IV Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "aecurrence", offense, claim or "suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. G. This endorsement noes not apply to an additional insured which has been added to this policy by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. All ot=her terms and conditions of this policy remain unchanged. U -GLA 175--C CW (07110) Page 2 of 2 lnefudes copyrighted material of insurance Services office, Inc., with its permission. 0 1C,,2. ACORD, CERTIFICATE t F LIABILITY Y I i1RTE(MhtlD[7tYFYY) PRODUCER 626. 568. 5933. FAX 626. 568.2885 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Cass & Johans� cog ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 595 F. Colorado Blvd., Mezz. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Pasadena, CA 911€31 Lina Sanderson INSURERS AFFORDING COVERAGE MAIC INsuREa 5mjth Emery Laboratories_ _— ? WSURERA: Ironshore Specialty Ins. Co. 11,95 N . Tustin Avenge NSURER 3: . Anaheim CA 928€17 ; INSURERC: ENSURER E: nrt� ria n r±�C - .. -.. ,..,.,.....'....— THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED A80VE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT 0TH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCR18ED HEREIN I5 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. DU -.- £i•15R DD'L LTR N5R❑❑ TYPE OF INSURANCE � POLICY NUMBER �.- POLICY EFFECTNE POLICY EXPIFtRiiON _�- �� V.Y LIMITS_ DATE tAFJi3F3DlYYYY DATE M:A1L� !Y ,,,,,,„„.,„„,.„,,.,.._,_.,. �.._.. p!»F1ERA1.. LIAWI...`iY EACH OCCURRENCE _ S {E E i COMMERCfAL GENERAL _IABILfiY � ReSfEi] I ElhISES a occusreaoe CLAIF.4S MADE �_. C.C.GUR ' MED E.X,P (Anyone rson) 5 ..-...� e I RSpuML R rtr+ €N -rear, GENERAL AGGREGATE S _ __j W. PRODUCTS-COAhPfO?� AGC,x j 5 :_. Eh L AGGREGATE~ LIMIT APPLIES PER:PRO I JECT f �Oc.. _ I i Al#TtMi08iLE LIAi31LITY I [ � CU4iB€NE0 51NGLF: LIMB $ I (Fa aneident) i AW AUTO _ ALL OWNED AUTOS f jjj BODILYINJURY 5 _ (Per person) �.�. SP9DULED AUTOS C ---- ( i HIREn AUTOS I E.0" INJU€dY (Pet as ident) NON -OWNEDAUTC5 3 j�PRO P.^ ERTY DAMAGE I I-AUT.ONF_Y- EA ACC€DFNT � S GARAGE LIABILITY I ANY AUTO ( EA ACC I S t OTHERTHAN [, i EXCESS I UMBRELLA LIAHIUTY _..-._.._. ------4- - I ALj-1OONLY: AGG � $ ........._ EAGF? OCCURRENCE _._-...-.._..._,_...._,_._.._._-_..,.. OCCUR Ci_AFblSMAPT ( AGGREGATE .WW..-.,__.......W...,,....� $ DE-DUC 1GLE �- RETENTION S � WORKEµRSCOMPCNSATION S c.�..._., AND FMPLOYERV UABi1_ITY T©RYLIMiiS __!__EH� .. _._-..,,. __��._..... YIN � ANY PROPRIETORJPARTNERiEXEC�_ TIVE € OFFICERJMi MRER EXCLUDED? [ El` E.L. EACH ACCIDENT S Mandatory in NH) E.L. 0ASfW - EA EMPLOYS S €5F. a It q88 ds"8 Under SPECIAL PROVI51UN5 below �o�essional Liability $3,OActUt0788flflfl//A1/247J 3tsl $1,000,000 Aggregate A I $250,000 Retention DESCRIPTION OF OPERATIONS I LOCATIONS f VEHICLES f EXCLUSIONS ADDED BY EF&OORSENENT I SPECIAL PROVISIONS City of Sat': Juan Capistrano 32400 Paseo Adelante San lean Capistrano, CA 92675 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES RE CANCELLED BEFORE THE EXPIRATiOh DATE THEREOF, THB ESSUIN13 INSURERYY£LL ENDEAVOR TO MAIL 3'©_,-,. DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL €Fr1PCSE NO OBLIGATION OR LIASR.ITY OF ANY BLIND UPON THE INSURER, ITS AGENTS OR AUTHORIZED REPRESENTAT;VE Lina Sanderson ACORD CORPORATION. The ACORD name and logo are registered marks of AUUMLI '20-r- .f t}ie tee, tMhcate holder is an ADDITIUNIAL iNSURED, the poiicy(i„s) must be endorsed. A staternent on this ce=xificate does not confer rights to tha certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the -terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement4s). This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate hnider, nor does it affirmatively or negatively amend, extend or atter the coverage afforded by the policies listed thereon. Additional Insured —Automatic — Owners, Lessees Or ZURICW Contractors Policy No, I Eff. Date of Pol. I Exp. bate of Poi. I Eff. Date of End. I Producer No. Add'i, Prern Return Prem, GLO3486742 /1119 /1112 11111 fl THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named insured: Smith -Eatery Laboratories, A Corporation Address (including ZIP Code): This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section If -- Who Is An Insured is amended to include as an insured any person or organization who you are required to add as an additional insured on this policy under a written contract or written agreement. Blanket B3 The insurance provided to the additional insured person or organization applies only to "bodily injury", "property damage" or "personal and advertising injuryy' covered under Section i - Coverage A - Bodily injury And Property Damage Liability and Section I - Coverage B -€personal And Advertising Injury Liability, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by; 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf, and resulting directly from your ongoing operations or "your work" as included In the "products -completed operations hazard", which is the subject of the written contract or written agreement, performed for the additionalinsured person or organization. C. However, regardless of the provisions of Paragraphs A. and B. above: 1, We will not extend any insurance coverage to any additional insured person or organization: a. That is not provided to you in this policy; or b. That is any broader coverage than you are required to provide to the additional insured person or organization in the written contract or written agreement; and 2. We will not provide Limits of insurance to any additional insured person or organization that exceed the lower of: a. The Limits of Insurance provided to you in this policy; or b. The Limits of Insurance you are required to provide in the written contract or written agreement. D. The insurance provided to the additional insured person or organization does not apply to: "Bodily injury"' '"property damage" or "personal. and advertising injury" arising out of the rendering or failure to render any professional architectural, engineering or surveying services including: 1. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and 2. Supervisory, inspection, architectural or engineering activities. U -GIS 1175-C CW (07110) Page 1 of 2 Includes oopyrlghted material of insurance services Otfica, Inc., with its permission. E. The additional insured must see to it that: 1. We are notified as soon as practicable of an "occurrence„ or offense that may result in a claire; 2. We receive written notice of a claim or "suit" as soon as practicable; and 3. A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured, if the written contract or written agreement requires that this coverage be primary and non-contributory. F. For the coverage provided by this endorsement: 1. The following paragraph is added to paragraph 4.a. of the Other insurance Condition of Section IV — Commercial General Liability Conditions: This insurance is primary insurance as respects our coverage to the additional insured person or organization, where the written contract or written agreement requires that this insurance be primary and non-contributory with respect to any other policy upon which the additional insured is a Named Insured. In that event, we will not seek contribution from any other such insurance policy available to the additional insured on which .the additional insured person or organization is a Tamed Insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition of Section IV -- Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "occurrence", offense, claim or "suit°. This provision does not apply to any policy in which the additional insured is a Famed Insured on such other policy and where our, policy is required by written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. G. This endorsement does not apply to an additional insured which has been added to this policy by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. All other terms and conditions of this policy remain unchanged. u -GL -1175-e cw (07!10) Page 2 of 2 Includes copyrighted material of insurance Services Office, inc., with its permission. Company ID Number: 412367 To be accepted as a participant In E -Verify, you should only sign theEmployer's Section of the signature page. if you have any questions, contact E -Verify at 888-464-4298. Employer Smith -Emery Laboratories ll obert Greele Narre (Please Type or Print) Title #�lectronicaliv Signed 610212011 ignature Date I� ._�. Department of Homeland Security -- Verification Division JSCIS Verification Division Name (Please Type or Print) electronically Sikned ; tie I P6102/2011 ignatuxe ate infarrrtatiort Required for the E -Verity Program Information relating to fur Company: Company blame: mith-Emery Laboratories i Company Faciii Address:1195 North Tustin Avenue nahelm, CA 92807 Company Alternate Address: l Countv or Parish: QRANGE Employer Identification Number: 54745125 Page 12 of 13 1 E -Verify MOU for Employer i Revision Date 09101/69 www.dhs.gov/E-Verify Company ICS Number: 412367 North American Industry Heather R Milam Classification Systems (714) 238 - 6133 ext. 212 Fax Number: (714) 238 - 6144 Code: P41w_.., Administrator: Robert 11 Greeley Teiephone Number: (714) 238 - 6133 ext. 209 Fax Number: (714) 238 - 6144 Number of Employees: - 20 to 99 Number of Sites Verified for: �.rc r, yoverifying for more tsarsite? if yes, please provide the umbo. of saes serifief:rdne_._aeb State: CALIFORNIA 2 site(s) I Information relating to the Program Administrator(s) for your Company on policy questions or opprati€anall problems: Name: Heather R Milam Telephone Number: (714) 238 - 6133 ext. 212 Fax Number: (714) 238 - 6144 E-mail Address: bmilsm@smithemery.com Name: Robert 11 Greeley Teiephone Number: (714) 238 - 6133 ext. 209 Fax Number: (714) 238 - 6144 E-mail Address: rgreeley@smithewery.€om Page 13 of 13 1 E -Verify MCU for Lmployer I ReVsion Date Q9/a1fQ7 ? www.dhs.gov/E-Verify