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HomeMy WebLinkAboutContracts & Agreements_253-2019PS 1 1 (12.3 19) AGREEMENT TO PERFORM PROFESSIONAL SERVICES This agreement for the provision of construction quality assurance services for the California Street Landfill Phase 4 Expansion ("Agreement") is made and entered in this 17th day of December, 2019 ("Effective Date"), by and between the City of Redlands, a municipal corporation ("City") and Geo -Logic Associates, Inc ("Consultant") City and Consultant are sometimes individually referred to herein as a "Party" and, together, as the "Parties " In consideration of the mutual promises contained herein, City and Consultant agree as follows. ARTICLE I — ENGAGEMENT OF CONSULTANT 1 1 City hereby engages Consultant to provide construction quality assurance services for the California Street Landfill Phase 4 Expansion services for City (the "Services") 1 2 The Services shall be performed by Consultant in a professional manner, and Consultant represents that it has the skill and the professional expertise necessary to provide the Services to City at a level of competency presently maintained by other practicing professional consultants in the industry providing like and similar types of Services ARTICLE 2 — SERVICES OF CONSULTANT 2 1 The Services that Consultant shall perform are more particularly described in Exhibit "A," titled "Scope of Services," which is attached hereto and incorporated herein by reference 2 2 Consultant shall comply with applicable federal, state and local laws and regulations in the performance of this Agreement including, but not limited to, State prevailing wage laws ARTICLE 3 — RESPONSIBILITIES OF CITY 3 1 City shall make available to Consultant information in its possession that may assist Consultant in performing the Services 3 2 City designates Christopher Boatman, Facilities and Community Services Director, as City's representative with respect to performance of the Services, and such person shall have the authority to transmit instructions, receive information, interpret and define City's policies and decisions with respect to performance of the Services ARTICLE 4 — PERFORMANCE OF SERVICES 4 1 The term of this Agreement shall be for a period of one hundred fifty (150) days commencing as of the Effective Date, unless terminated earlier as provided herein 4 2 If Consultant's Services include deliverable electronic visual presentation materials, such materials shall be delivered in a form, and made available to the City, consistent with L Ica\dim\Agreements\Geo Logic Professional Services Agreement.docin PS 1 1 (12.3 19) City Council adopted policy for the same It shall be the obligation of Consultant to obtain a copy of such policy from City staff ARTICLE 5 -- PAYMENTS TO CONSULTANT 5 1 Total compensation for Consultant's performance of the Services shall not exceed the amount of Three Hundred Sixty Nine Thousand Six Hundred Eighty Four Dollars ($369,684) City shall pay Consultant on a time and materials basis up to the not to exceed amount in accordance with Exhibit "B," titled "Fee Schedule," which is attached hereto and incorporated herein by reference 5 2 Consultant shall submit monthly invoices to City describing the Services performed during the preceding month Consultant's invoices shall include a brief description of the Services performed, the dates the Services were performed, the number of hours spent and by whom, and a description of reimbursable expenses related to the Services City shall pay Consultant no later than thirty (30) days after receipt and approval by City of Consultant's invoice 5 3 Any notice or other communication required, or which may be given, pursuant to this Agreement, shall be in writing Any such notice shall be deemed delivered (i) on the date of delivery in person, (u) five (5) days after deposit in first class registered mail, with return receipt requested, (iii) on the actual delivery date if deposited with an overnight courier, or (iv) on the date sent by facsimile, if confirmed with a copy sent contemporaneously by first class, certified, registered or express mail; in each case properly posted and fully prepaid to the appropriate address set forth below, or such other address as a Party may provide notice in accordance with this section City City Clerk City of Redlands 35 Cajon Street P 0 Box 3005 (mailing) Redlands, CA 92373 jdonaldson@cityofredlands org (909) 798-7531 Consultant John Hower, Senior Vice President Geo -Logic Associates, Inc 143 E Spring Hill Drive Grass Valley, CA 95945 shower@geo-logic com (530) 272-2448 ARTICLE 6 — INSURANCE AND INDEMNIFICATION 6.1 The following insurance coverage required by this Agreement shall be maintained by Consultant for the duration of its performance of the Services Consultant shall not perform any Services unless and until the required insurance listed below is obtained by Consultant Consultant shall provide City with certificates of insurance and endorsements evidencing such insurance prior to commencement of the Services Insurance policies shall include a provision prohibiting cancellation or modification of the policy except upon thirty (30) days prior written notice to City L \cald_1m\Agreements\Geo Logic Professional Services Agreement.doc,n PS 1 I (12.3 19) A Workers' Compensation and Employer's Liability insurance in the amount that meets statutory requirements with an insurance carrier acceptable to City, or certification to City that Consultant is self-insured or exempt from the workers' compensation Iaws of the State of California Consultant shall execute and provide City with Exhibit "C" titled "Workers' Compensation Insurance Certification," which is attached hereto and incorporated herein by this reference prior to performance of the Services B Comprehensive General Liability insurance with carriers acceptable to City in the minimum amount of One Million Dollars ($1,000,000) per occurrence and Two Million Dollars ($2,000,000) aggregate, for public liability, property damage and personal injury is required City shall be named as an additional insured and such insurance shall be primary and non-contributing to any insurance or self-insurance maintained by City C Business Auto Liability coverage, with minimum limits of One Million Dollars ($1,000,000) per occurrence, combined single limit bodily injury liability and property damage liability This coverage shall include all Consultant owned vehicles used in connection with Consultant's provision of the Services, hired and non -owned vehicles, and employee non -ownership vehicles City shall be named as an additional insured and such insurance shall be primary and non-contributing to any insurance or self-insurance maintained by City D Consultant is expressly prohibited from assigning or subcontracting any of the Services without the prior written consent of City In the event of mutual agreement by the Parties to assign or subcontract a portion of the Services, Consultant shall add such assignee or subcontractor as an additional insured to the insurance policies required hereby and provide City with the insurance endorsements prioi to any Services being performed by the assignee or subcontractor 6 2 Consultant shall defend, indemnify and hold harmless City and its elected officials, employees and agents from and against any and all claims, losses or liability, including attorneys' fees, arising from injury or death to persons or damage to property occasioned by any negligent act or omission by, or the willful misconduct of, Consultant, or its officers, employees and agents in performing the Services ARTICLE 7 — CONFLICTS OF INTEREST 7 1 Consultant covenants and represents that it does not have any investment or interest in any real property that may be the subject of this Agreement or any other source of income, interest in real property or investment that would be affected in any manner or degree by the performance of Consultant's Services Consultant further covenants and represents that in the performance of its duties hereunder, no person having any such interest shall perform any Services under this Agreement 7 2 Consultant agrees it is not a designated employee within the meaning of the Political Reform Act because Consultant L Icaldjm\Agreements\Geo Logic Professional Services Agreernent.docjn PS i 1 (12.3 19) A Does not make a governmental decision whether to (i) approve a rate, rule or regulation, or adopt or enforce a City law, (ii) issue, deny, suspend or revoke any City permit, license, application, certification, approval, order or similar authorization or entitlement, (iii) authorize City to enter into, modify or renew a contract, (iv) grant City approval to a contract that requires City approval and to which City is a party, or to the specifications for such a contract, (v) grant City approval to a plan, design, report, study or similar item, (vi) adopt, or grant City approval of, policies, standards or guidelines for City or for any subdivision thereof B Does not serve in a staff capacity with City and in that capacity, participate in making a governmental decision or otherwise perform the same or substantially the same duties for City that would otherwise be performed by an individual holding a position specified in City's Conflict of Interest Code under Government Code section 87302 7 3 In the event City determines that Consultant must disclose its financial interests, Consultant shall complete and file a Fair Political Practices Commission Form 700, Statement of Economic Interests, with the City Clerk's office pursuant to the written instructions provided by the City Clerk ARTICLE 8 — GENERAL CONSIDERATIONS 8 1 In the event any action is commenced to enforce or interpret any of the terms or conditions of this Agreement the prevailing Party shall, in addition to any costs and other relief, be entitled to the recovery of its reasonable attorneys' fees, including fees for the use of in-house counsel by a Party 8 2 Consultant shall not assign any of the Services, except with the prior written approval of City and in strict compliance with the terms and conditions of this Agreement Any assignment or attempted assignment without such prior written consent may, in the sole discretion of City, results in City's immediate termination of this Agreement 8 3 Consultant is for all purposes under this Agreement an independent contractor and shall perform the Services as an independent contractor Neither City nor its agents shall have control over the conduct of Consultant or Consultant's employees, except as herein set forth Consultant shall supply all necessary tools and instrumentalities required to perform the Services Assigned personnel employed by Consultant are for its account only, and in no event shall Consultant or personnel retained by it be deemed to have been employed by City or engaged by City for the account of, or on behalf of City Consultant shall have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent, nor shall Consultant have any authority, express or implied, to bind City to any obligation L 1ca1d�m\Agreements\Geo Logic Professional Services Agreemcnt.doe.i PS 11(12.319) 8 4 This Agreement may be terminated by City, in its sole discretion, by providing not less than five (5) days prior written notice to Consultant of City's intent to terminate If this Agreement is terminated by City, an adjustment to Consultant's compensation shall be made, but (I) no amount shall be allowed for anticipated profit or unperformed Services, and (2) any payment due Consultant at the time of termination may be adjusted to the extent of any additional costs to City occasioned by any default by Consultant Upon receipt of a termination notice, Consultant shall immediately discontinue its provision of the Services and, within five (5) days of the date of the termination notice, deliver or otherwise make available to City, copies (in both hard copy and electronic form, where applicable) of project related data, design calculations, drawings, specifications, reports, estimates, summaries and such other information and materials as may have been accumulated by Consultant in performing the Services Consultant shall be compensated on a pro -rata basis for Services completed up to the date of termination 8 5 Consultant shall maintain books, ledgers, invoices, accounts and other records and documents evidencing costs and expenses related to the Services for a period of three (3) years, or for any longer period required by law, from the date of final payment to Consultant pursuant to this Agreement Such books shall be available at reasonable times for examination by City at the office of Consultant 8 6 This Agreement, including the Exhibits incorporated herein by reference, represents the entire agreement and understanding between the Parties as to the matters contained herein, and any prior negotiations, written proposals or verbal agreements relating to such matters are superseded by this Agreement Except as otherwise provided for herein, any amendment to this Agreement shall be in writing, approved by City and signed by City and Consultant 8 7 This Agreement shall be governed by and construed in accordance with the laws of the State of California 8 8 If one or more of the sentences, clauses, paragraphs or sections contained in this Agreement is declared invalid, void or unenforceable by a court of competent jurisdiction, the same shall be deemed severable from the remainder of this Agreement and shall not affect, impair or invalidate the remaining sentences, clauses, paragraphs or sections contained herein, unless to do so would deprive a Party of a material benefit of its bargain under this Agreement L lcaldlmlAgreements\Geo Logic Professional Services Agreement.docs PS 1 1(12.319) IN WITNESS WHEREOF, duly authorized representatives of City and Consultant have signed in confirmation of this Agreement CITY OF REDLANDS By Paul W Foster, Mayor Attest e Donaldson, City Clerk L IcaldimlAgreements\Geo Logic Professional Services Agreement.doc.6 GEO-LOGIC ASSOCIATES, INC By i74/ n Hower, Senior Vice President PS 11(12.319) EXHIBIT "A" SCOPE OF SERVICES Geo -Logic Associates, Inc (GLA) Construction Quality Assurance (CQA) services during the California Street Landfill Phase 4 composite liner installation will include the following tasks. • Mobilize field and laboratory equipment • Attend weekly, daily, and special meetings • Prepare daily and weekly construction reports • Perform certification of subgrade • Evaluate low permeability on-site materials • Engineered fill placement CQA • Low permeability layer CQA • Geosynthetics installation CQA • Leachate collection & removal system CQA • Operations layer placement CQA • Liner leak detection survey CQA • Conduct CQA testing and prepare data reports • Participate in weekly meetings with the Contractor, City, and agencies • Assist with review of as -built plans • Prepare final CQA report The following provides a description of the specific CQA tasks outlined above Mobilize Field and Laboratory Equipment GLA will provide and furnish a field office/laboratory trailer The trailer will be equipped with the appropriate testing equipment to allow GLA to perform conformance tests on the soil materials for sieve analysis (D-6913), Atterberg limits (D-4318), soil classification (D-2488), moisture -density relationships (D-1557), and moisture content (D-2216), as applicable The trailer will be used to store equipment used for testing of the required in-place densities and moistures (D-6938) In addition, sand cone density tests (D-1556) will be conducted to correlate the results of the D-6938 gauge tests Attend Weekly, Daily, and Special Meetings The assigned GLA Monitor will attend all daily, weekly, and special meetings that take place at the site GLA Monitor will keep minutes and distribute them to all designated personnel The assigned GLA Project Manager and/or Assistant Project Manager will attend all meetings in person or via phone for a maximum of 14 meetings by GLA Project Manager or his designee Prepare Daily and Weekly Construction Reports GLA CQA Monitor will prepare a daily record of all construction activities at the site This daily report will be used by the CQA Monitor to prepare weekly reports, which will be submitted to GLA Project Manager and the City Along with the daily reports, inspection data L Icaldtam\Agreements\Geo Logic Professional Services Agreement.doe.j PS 1 1(12.319) sheets will be completed for all inspection activity or test procedure, a photographic log will be kept on all activities At a minimum, GLA daily reports will include (if applicable) the following information time on- site, equipment on-site, weather conditions, problems / solutions, number and results of tests, results or comments on any other CQA activities, and photo -documentation Weekly reports summarizing all CQA functions will be submitted to the GLA Project Manager and the City Additionally, daily reports will be uploaded to a cloud -based site for access by GLA and City Evaluation of Low Permeability On -Site Material Prior to placement of the Iow permeability layer, GLA's CQA Monitor will observe that the material is suitable for a low permeability layer by performing pre -construction testing as specified in the CQA Plan All testing will be conducted in accordance with the approved CQA Plan Engineered Fill Placement CQA Engineered fill materials will be tested for compacted moisture and density using a nuclear density gauge Samples for oven -dried moisture content tests will be retrieved adjacent to the nuclear density tests to verify moisture contents of the engineered fill In addition, modified proctor tests (D-1557) will be performed to ensure that the proper compaction curves are being used GLA Monitors will observe the placement of the engineered fill for proper compaction procedures, lift thickness, and material used Low Permeability Layer Placement CQA Prior to permanent constructing the Iow permeability soil layer, GLA will coordinate with the construction contractor, the construction of a test pad (approximately 40 -feet wide by 80 -feet long by 1 -foot thick) The test pad will be used to demonstrate that the proposed equipment and construction methodology can achieve the compaction, moisture content, and hydraulic conductivity required by the Phase 4 Construction Specifications During construction of the low permeability layer, GLA CQA Monitors will perform the following CQA tasks • Observe that the previously compacted lift is scarified • Observe that the maximum compacted lift thickness was adhered to by the Contractor • Observe that the proper amount of bentonite is added to the existing soils • Observe placement of clay soil and the uniformity of its moisture content • Observe that the low permeability soil liner was constructed using the same methods and equipment that were used for the clay liner test pad • Perform the tests per the CQA Plan Leachate Collection & Removal System CQA Prior to the placement of the LCRS drainage gravel, GLA's CQA Monitor will perform evaluation testing on the material to check that the material is in accordance with the Phase 4 Construction Specifications During the installation of the drainage material, GLA CQA Monitor will visually inspect the lift thickness, record any damage to the underlying geosynthetics, and document compliance with the Phase 4 Construction Specifications L lcaldimlAgreements\Geo Logic Professional Services Agreement.doc.$ PS 11(12.319) Operations Layer Placement CQA Following completion and acceptance of the geomembrane, cushion geotextlle, LCRS gravel, and filter geotextlle, GLA CQA Monitor will observe the placement of the operations layer GLA CQA Monitor will visually inspect the operations layer material, measure lift thickness, record any damage to the underlying geosynthetics, and document compliance with the Phase 4 Construction Specifications After the operations layer have been placed, GLA CQA Monitor will observe the layer for low spots or depressions, areas of damage or improper compaction, areas of excessive erosion, irregularities, or protrusions All testing of the operations layer will follow the CQA Plan requirements Geosynthetic Installation CQA Geosynthetic Clay Liner (GCL) Installation Prior to installation, conformance testing of the GCL will be performed All GCL sampling and conformance tests will be conducted by TRI All testing will be performed in accordance with the Phase 4 Construction Specifications and appropriate test method With conformance test results meeting the required values, GLA's CQA Monitor will verify acceptability prior to the placement of the GCL In addition, GLA will verify in writing that the soil liner or subgrade is acceptable for placement of liner materials GLA CQA Monitor will also ensure that all surveys have been performed During placement, GLA CQA Monitor will observe that the GCL has not been damaged or deteriorated since previous acceptance Specified overlapping of each panel will be continuously monitored and observed by GLA CQA Monitor The GCL panels will each have an identification number placed on them by the Construction Contractor or CQA Monitor GLA's CQA Monitor will establish a chart demonstrating correspondence of panel placement, roll numbers, certification reports, and panel numbers Continuous visual observation in accordance with the CQA Plan will be maintained throughout the placement and installation of the GCL Geomembrane Installation Conformance sampling of the geomembrane liner will be performed prior to installation The liner materials will be tested in accordance with the CQA Plan and Phase 4 Construction Specifications All geomembrane conformance tests will be conducted by TRI All testing will be performed in accordance with the CQA Plan and Phase 4 Construction Specifications and appropriate test method Following inspection and acceptance of the GCL, receipt of the manufacturer's quality control certificates, and passing conformance tests from TRI, GLA will coordinate with the Construction Contractoi the deployment of the geomembrane liner GLA CQA Monitor will observe that the liner is deployed according to the Phase 4 Construction Specifications and that the material is not damaged during placement GLA's CQA Monitor will observe the testing of the seaming equipment and the trial welds GLA will not approve seaming to take place until each welder has passed a trial weld test and is L 1caldamlAgreements\Gco Logic Professional Services Agreement,doc,.jn PS 1 1 (12.3 19) approved to begin work GLA will ensure that all seaming is in accordance with the Phase 4 Construction Specifications and the CQA Plan and that no seaming takes place above or below the given temperature requirements In general, the nondestructive testing of seams will be visually observed by GLA Monitor and all of the results will be recorded on the liner and the proper documentation form For destructive tests, GLA CQA Monitor will direct the Construction Contractor to take samples every 500 linear feet in locations selected by the GLA CQA Monitor Additional samples may be necessary if the seam looks suspect, weather conditions change, there is wrinkling in the area, or there are a high number of failures m the shear and peel tests Upon completion of the geomembrane installation, GLA CQA Monitor will complete a final inspection of the liner The inspection will identify, if any, areas that are damaged or have wrinkles or folded material Once the geomembrane has been accepted, leak detection and remaining composite liner or LCRS installation may begin Geotextile and Geocomposite Installation As with the geomembrane installation, the inspection activities for the various geotextiles and geocomposite will be divided into categories consisting of delivery, conformance testing, installation, field testing and repairs, and final inspection Conformance sampling of the geotextile and geocomposite will be performed prior to installation All conformance tests will be performed by TRI in accordance with the Phase 4 Construction Specifications and appropriate test method Prior to geotextile and geocomposite placement, GLA CQA Monitor will verify grades and make sure the underlying surface has been prepared and accepted for placement During installation of the geotextiles and geocomposites, GLA CQA Monitor will inspect the overlap and seaming process for panels GLA CQA Monitor will inspect the geotextile and geocomposite for defects, needles, and other foreign materials, which could damage underlying or overlying materials 01 could result in the improper function of the system GLA will also ensure that the Contractor does not partake in activities that could damage the materials before, during, or after deployment Conduct CQA Testing and Pi epare Data Reports Inspection data sheets will be filled out for all inspection activity or test procedure These data sheets will include, but not be limited to, nuclear compaction test data, field density summary, sand cone density summary, sieve analysis, modified proctor compaction test, Atterberg limits test data, subgrade acceptance, geosynthetic receiving logs, deployment Togs, seaming logs, repair logs, destructive seam test data, and daily construction reports To visually document the work progress and problems that may occur, a photographic log will be kept on all activities Liner Leak Detection Survey CQA GLA will conduct a leak detection survey on the primary geomembrane and over the operations layer GLA CQA Monitor will advise the Contractor during construction on items that will help in providing a successful survey (i e adequate moisture in the operations layer and leaving the perimeter geomembrane exposed) L 1ealdjm'Agreements\Geo Logic Professional Services Agreement.dj oc a n PS 1 1(12.3 19) Construction Completion and Final Construction Report Final Completion and Acceptance Once the project is substantially completed, GLA's CQA Monitor will schedule a walk-through with the City to create a "punch list" of incomplete items to submit to the City GLA's CQA Monitoi will work with the Construction Contractor in resolving the items on the punch list Upon completion of the items, GLA will submit a statement of completion to the City Preparation of draft and final reports At the completion of the construction activities, a final CQA report will be prepared and signed by GLA CQA officer/project manager A draft report will be submitted to the City upon completion of the construction protect Upon receipt of the City's comments, a final report will be submitted to the City The final report will consist of a summary of the construction activities, modifications to the design, if any, project CQA field in laboratory test procedures, photographic log, and a compilation of all of the project CQA documentation in an organized report format In addition, the test result template created and maintained throughout the project will be included showing that the specific requirements were met Any comments from the regulatory agencies on the work performed by GLA will be addressed and/or changed in the final report L Iealdjm\Agreements\Gco Logic Professional Services Agreement.do jn EXHIBIT "B" FEE SCHEDULE PROFESSIONAL STAFF Staff Professional I Staff Professional II Staff Professional III Project Professional Project Professional 11 ProjectProfessional I II Senior Professional I Supervising Professional/Senior Professional 11 Principal Professional I Principal Professional II Court Appearance (Expert Witness, Deposition, etc , four hour minimum) FIELD/LABORATORY STAFF Technician I 82 00/Hour Technician 11 91 00/Hour Technician III (or Minimum Prevailing Wage) 97 00/Hour Technician IV 136 00/Hour Laboratory Manager 152 00/Hour Principal Technician 163 00/Hour CADD/GIS CADD/GIS/Data baseManagerl 100 00/Hour CADD/G15/Data base Managerll 115 00/Hour CADD Designer 126 00/Hour GIS Specialist 142 00/Hour SUPPORT STAFF Administrative Assistant 1 79 00/Hour Administrative Assistant ll 91 00/Hour Technical Editor 100 00/Hour SeniorTechnical Editor 126 00/Hour *Overtime Premium is 35% of PERSONNEL CHARGE EQUIPMENT CHARGES BAT Permeameter 200 00/Day Compaction Testing Equipment & Supplies 50 00/Day Peel & Shear Strength Apparatus (FML Seams) 900 00/Month Portable Laboratory (8' x 32' trailer) with equipment 1,200/Month Portable Laboratory (mobilization / demobilization) 1,500 00 ReMi/Refraction Seismograph 600 00/Day Sealed Single Ring lnfiltrometer (SSRI) 200 00/Day or 750 00/Month Sealed Double Ring lnfiltrometer (SDRI) Call for Quote Slope Inclinometer 250 00/Day EXPENSES Vehicle Use for Field Services 14 00/Hour or 320 00/week Soil Sampling Equipment & Drilling Supplies 5 00/Hour GroundwaterSampling Equipmentand Supplies 15 00/Hour Per Diem Lesser of (Cost+15%) or (Local Government Rate) Outside Services (Consultants, Surveys, Chemical lab Tests, etc) Cost + 15% PS 1 1(12.3 19) UNIT RATE $105 00/Hour 115 00/Hour 126 00/Hour 142 00/Hour 163 00/Hour 184 00/Hour 209 00/Hour 223 00/Hour 242 00/Hour 265 00/Hour 2 x HourlyRate L Icaldjm\ Agreements\Geo Logic Professional Services Agreement.doc n Reimbursables (Maps, Photos, Permits, Expendable Supplies, etc ) Outside Equipment (Drill Rig, Backhoe, Monitoring Equipment, etc ) SOILTESTING Atterberg Limits (LL, PL, and PI) California Bearing Ratio (excluding moisture density curve) Chloride Content Corrosivity Series (resistivity, pH, sulfate, chloride) Consolidation Test (without rate data — up to 8 loading increments) Consolidation Test (single point) Consolidation Test Rate Data (per load increment) Direct Shear Test (at natural moisture) Direct Shear Test (saturated —strain rate 0 0084 inch/min ) Direct Shear Test (saturated, recycled —strain rate 0 0084 inch/min ) Direct ShearTest(consolidated drained) Direct ShearTest (consolidated drained, residual) Direct Shear Test (large shear box, 12 x 12) Expansion Index Test Expansion Index (cement or lime treated sample) Grain -Size Mechanical Analysis Sand Clay, including Hydrometer Grain -Size Mechanical Analysis -Gravel Clay, including Hydrometer Harvard Miniature Compaction Test Mechanical Analysis, Percent Passing #200 Mechanical Analysis Sand or Gravel (no wash) Mechanical Analysis Sand and Gravel Mechanical Analysis -Sand or Gravel Mechanical Analysis Minus 3" to 200 Sieve, Full Sieve Moisture Content Moisture Density Curve for Compacted Fill (4 inch Mold) Moisture Density Curve for Compacted Fill (6 inch Mold) Moisture Density Curve for Compacted Fill (4 inch Mold) Moisture -Density Curve —Compacted Fill (6 -inch Mold) Moisture -Density Curve — Lime or Cement Treated (4 inch Mold) Moisture -Density Curve— Lime or Cement Treated (6 inch Mold) Moisture DensitySinglePoint Moisture Density Curve Organic Matter Permeability (falling head) Permeability (flexible wall) Permeability (rigid wall constant head pressure, 2" to 8" mold) Permeability (rigid wall constant head pressure, 12" mold) Permeability(additional consolidation stresses) Permeability(air) Pinhole Dispersion Test, 4 increments (remold sample) Resistance Value Resistance Value — Lime or Cement Treated Resistivity & pH Test Sand Equivalent Soil pH Specific Gravity Fine Grained Soils Sulfate Content Triaxial Compression Test (CD) Triaxial Compression Test (CU with pore pressure) L 1ca�mlAgreements\Geo Logic Professional Services Agreement.doc ldjn TESTMETHOD D4318 D1883 D2435 D2435 D2435 D3080 D3080 D3080 D3080 D3080 D3080 D4829 D4829 D422/D6913/D7928 D422/D6913/D7928 D1140/C117 D422/D6913/C136 D422/D6913/C136 D422/D6913/C136 D422/D6913/C136 D2216/D4643 D698 D698 D1557 D1557 D1557 01557 T272 Cal 216 D2974 CAL220 D5084 D2434 D2434 D6539 D4647 D2844 D2844/CA301 Cal 532 or 643 Caltrans 217/D2419 D4972 0854 07181 D4767 PS 11(12.319) Cost + 15% Cost + 15% UNIT RATE $150 00/Test 250 00/Point 50 00/Test 170 00/Test 150 00/Test 95 00/Test 60 00/each 65 00/Point 75 00/Point 120 00/Point 175 00/Point 200 00/Point 300 00/Point 125 00/Test 175 00/Test 150 00/Test 200 00/Test 250 00/Test 75 00/Test 85 00/Test 155 00/Test 120 00/Test 155 00/Test 16 00/Test 150 00/Test 175 00/Test 165 00/Test 200 00/Test 210 00/Test 250 00/Test 80 00/Test 175 00/Test 85 00/Test 180 00/Test 309 00/Test 309 00/Test 460 00/Test 95 00/stage 325 00/Test 400 00/Test 210 00/Test 260 00/Test 90 00/Test 75 00/Test 20 00/Test 75 00/Test 50 00/Test 575 00/Point 425 00/Point PS 1 1 (12,3 19) Triaxial Compression Test (UU) D2850 125 00/Test Triaxial Compression Test [Stage (Progressive)Test, CU] D4767 1,000 00/Set Unconfined Compression Test (undisturbed sample) D2166 90 00/Test Unit Dry Weight and Moisture Content (undisturbed sample) D7263/D2216 22 00/Test AGGREGATETESTING TESTMETHOD UNIT RATE Clay Lumps and Friable Particles C142 $80 00/Test Crushed Particles (Fractured Faces) 95 00/Test Durability Index—Fine D3744 120 00/Test Durability Index—Coarse D3744 140 00/Test Flat and Elongated Particles CRD119, 120 105 00/Test Injurious Organic Matter C40 60 00/Test Insoluble Residue in Carbonate Aggregates D3042 275 00/Test Lightweight Pieces in Aggregate C123 95 00/Test Los Angeles Abrasion Test (500 revolutions) C131 160 00/Test Los Angeles Abrasion Test (1000 revolutions) C535 180 00/Test Mechanical Analysis Sand or Gravel (dry sieve) C136 70 00/Test Mechanical Analysis (wash 200 sieve) C117 65 00/Test Mechanical Analysis (fine with wash 200 sieve) C136 100 00/Test Rapid Determination of Carbonate Content of Rock 4373 120 00/Test Sample Crushing 85 00/Hour Sand Equivalent 02419 75 00/Test Specific Gravity, Bulk, SSD with Absorption C128/C127 110 00 Each Sulfate Soundness, per sieve size C88 135 00/Test ROCKTESTING TESTMETHOD UNIT RATE Density D7263 $35 00/Test Density, Porosity, Specific Gravity, Water Content 110 00/Test Indirect Tensile Strength (Brazilian), Single Break D3967 55 00/Test Indirect Tensile Strength (Brazilian), 10-15 Breaks D3967 210 00/Test Point Load Index Single Break D5731. 35 00/Test Point Load Index, 10 15 Breaks D5731. 180 00/Test Rip -Rap (wet / dry, 10 cycles) D5318 1,000 00/Test Rip -Rap (freeze / thaw, l0 cycles) D5312 800 00/Test Rip -Rap (specific gravity) D6473 110 00/Test Rip -Rap Soundness (sodium) D5240 400 00/Test RockiointDirectShear 260 00/Point Rock Joint Direct Shear, additional normal load 95 00/Test Slake Durability D4644 200 00/Test Triaxial Compression, with Young's modulus and Poisson's ratio 495 00/point Uniaxial Strength (peak only, 2 5" maximum) D7012 130 00/Test Uniaxial Strength (with stress -strain curve) call for quote Uniaxial Strength (with stress -strain curve, add modulus and Poisson ratio) call for quote Rock preparation cutting and grinding 8500/Hour GEOSYNTHETICMATERIALS TESTMETHOD UNIT RATE Seam Coupon Series (thickness, peel, and shear) Set of 5 each (Quantity 1 10) D6392 $75 00/Test Set of 5 each (Quantity 10 or more) D6392 55 00/Test Asperity Height GRI GM12 35 00/Test Liner Puncture Testing up to 350 psi 260 00/Test Liner Puncture Testing over 350 psi 410 00/Test 1 Ica\dim'Agreements\Geo Logic Professional Services Agreement.docn Large Scale Direct Shear (ASTM D5321 and D6321) Geosyntheticvs Geosynthetic— Method A Soil vsGeosyntheticFriction— Method B GCL Internal Shear Shear Speed (<0 04) (Shear rate dependent on soil drainage characteristics and engineering specifications) Substrate Remolding Fee Additional Saturation Time (>24 hours) PS 1 1 (12.3 19) 210 00/Point 260 00/Point 310 00/Point 110 00/Point 60 00/Test 60 00/Day GCL Testing Index Flux Testing D5887 270 00/Test Fluid Loss D5891 75 00/Test Swell Index D5890 70 00/Test Mass per Unit Area 05993 70 00/Sample Custom Liner Testing call for quote Special sample preparation and laboratory testing not Listed above will be charged at applicable personnel rates All laboratory test rates are for standard turn -around time and normal reporting procedures Rush orders will be subject to a 25 percent premium Manpower requirements or test protocol may preclude the granting of a rush request L 1ca\djm\Agreements\Geo Logic Professions] Services Agreemeni.doc jn PS 11(12.319) EXHIBIT "C" WORKERS' COMPENSATION INSURANCE CERTIFICATION Every employer, except the State, shall secure the payment of compensation in one or more of the following ways (a) By being insured against liability to pay compensation by one or more insurers duly authorized to write compensation insurance in this State (b) By securing from the Director of Industrial Relations, a certificate of consent to self -insure, either as an individual employer, or as one employer in a group of employers, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self -insure and to pay any compensation that may become due to his or her employees CHECK ONE I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers' Compensation or to undertake self- insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work and activities required or permitted under this Agreement (Labor Code §1861) I affirm that at all times, in performing the work and activities required or permitted under this Agreement, I shall not employ any person in any manner such that I become subject to the workers' compensation laws of California However, at any time, if I employ any person such that I become subject to the workers' compensation laws of California, immediately I shall provide the City with a certificate of consent to self -insure, or a certification of workers' compensation insurance I certify under penalty of perjury under the laws of the State of California that the information and representations made in this certificate are true and correct Geo -Logic Associates, Inc By Date John Hower, Senior Vice President L Icaldjm\Agreements\Geo Logic Professional Services Agreement.do16 cjn