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R-2012-128-2012-08-27RESOLUTION NO. R2012-128 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS, AUTHORIZING A CONTRACT FOR CONSTRUCTION MATERIALS TESTING FOR THE HICKORY SLOUGH DETENTION POND AT MAX RD. PHASE 1 PROJECT. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That certain contract for construction materials testing for Hickory Slough Detention Pond at Max Rd. Phase 1 project, a copy of which is attached hereto as Exhibit "A" and made a part hereof for all purposes, is hereby authorized and approved. Section 2. That the City Manager or his designee is hereby authorized to execute and the City Secretary to attest a contract for construction materials testing for the Hickory Slough Detention Pond at Max Rd. Phase 1 Project. PASSED, APPROVED and ADOPTED this the 27th day of August, A.D., 2012. ATTEST: APPROVED AS TO FORM: DARRIN M. COKER CITY ATTORNEY TOM REID MAYOR Exhibit "A" Resolution No. R2012-128 CONTRACT FOR PROFESSIONAL SERVICES THIS CONTRACT is entered into on 08 -2 7 , 2012 by and between the City of Pearland ("CITY") and Fugro Consultants, Inc. ("CONSULTANT"). The CITY engages the CONSULTANT to perform Construction Materials Testing Services for a project known and described as Hickory Slough Detention Pond at Max Road, Phase I (DR2003). SECTION I - SERVICES OF THE CONSULTANT The CONSULTANT shall perform the following professional services to CITY standards and in accordance with the degree of care and skill that a professional in Texas would exercise under the same or similar circumstances: A. The CONSULTANT shall perform Construction Materials Testing Services. See Exhibit A, attached, for a detailed SCOPE OF WORK. The PROJECT schedule shall conform to the construction schedule. B. The CONSULTANT shall prepare and submit a detailed opinion of estimated cost of the PROJECT. C. The CONSULTANT acknowledges that the CITY (through its employee handbook) considers the following to be misconduct that is grounds for termination of a CITY employee: Any fraud, forgery, misappropriation of funds, receiving payment for services not performed or for hours not worked, mishandling or untruthful reporting of money transactions, destruction of assets, embezzlement, accepting materials of value from vendors, or consultants, and/or collecting reimbursement of expenses made for the benefit of the CITY. The CONSULTANT agrees that it will not, directly or indirectly; encourage a CITY employee to engage in such misconduct. D. The CONSULTANT recognizes that all drawings, special provisions, field survey notes, reports, estimates and any and all other documents or work product generated by the CONSULTANT under the CONTRACT shall be delivered to the CITY upon request, shall become subject to the Open Records Laws of this State. Design 1 of 5 15. Revised 2/2/09 E. The CONSULTANT shall procure and maintain for the duration of this Agreement, insurance against claims for injuries to persons, damages to property, or any errors and omissions relating to the performance of any work by the CONSULTANT, its agents, employees or subcontractors under this Agreement, as follows: (1) Workers' Compensation as required by law. (2) Professional Liability Insurance in an amount not less than $1,000,000 in the aggregate. (3) Comprehensive General Liability and Property Damage Insurance with minimum limits of $1,000,000 for injury or death of any one person, $1,000,000 for each occurrence, and $1,000,000 for each occurrence of damage to or destruction of property. (4) Comprehensive Automobile and Truck Liability Insurance covering owned, hired, and non -owned vehicles, with minimum limits of $1,000,000 for injury or death of any one person, $1,000,000 for each occurrence, and $1,000,000 for property damage. The CONSULTANT shall include the CITY as an additional insured under the policies, with the exception of the Professional Liability Insurance and Workers' Compensation. Certificates of Insurance and endorsements shall be furnished to the CITY before work commences. Each insurance policy shall be endorsed to state that coverage shall not be suspended, voided, canceled, and/or reduced in coverage or in limits ("Change in Coverage") except with prior written consent of the CITY and only after the CITY has been provided with written notice of such Change in Coverage, such notice to be sent to the CITY either by hand delivery to the City Manager or by certified mail, return receipt requested, and received by the City no fewer than thirty (30) days prior to the effective date of such Change in Coverage. Prior to commencing services under this CONTRACT, CONSULTANT shall furnish CITY with Certificates of Insurance, or formal endorsements as required by this CONTRACT, issued by CONSULTANT'S insurer(s), as evidence that policies providing the required coverage, conditions, and limits required by this CONTRACT are in full force and effect. F. The CONSULTANT shall indemnify and hold the CITY, its officers, agents, and employees, harmless from any claim, loss, damage, suit, and liability of every kind for which CONSULTANT is legally liable, including all expenses of litigation, court costs, and attorney's fees, for injury to or death of any person, for damage to any property, or errors in design, any of which are caused by the negligent act or omission of the CONSULTANT, his officers, employees, agents, or subcontractors under this CONTRACT. Design 2 of 5 15. Revised 2/2/09 G. All parties intend that the CONSULTANT, in performing services pursuant to this CONTRACT, shall act as an independent contractor and shall have control of its own work and the manner in which it is performed. The CONSULTANT is not to be considered an agent or employee of the CITY. SECTION II - PERIOD OF SERVICE This CONTRACT will be binding upon execution and end upon completion of the construction related work not to exceed 12 months after execution of this contract. SECTION III - CONSULTANT'S COMPENSATION A. The method of payment for this CONTRACT is Hourly Not To Exceed. Total compensation for the services performed shall be the sum of $126,105.00. B. The CITY shall pay the CONSULTANT in installments based upon monthly progress reports and detailed invoices submitted by the CONSULTANT. C. The CITY shall make payments to the CONSULTANT within thirty (30) days after receipt and approval of a detailed invoice. Invoices shall be submitted on a monthly basis. SECTION IV - THE CITY'S RESPONSIBILITIES A. The CITY shall designate a project manager during the term of this CONTRACT. The project manager has the authority to administer this CONTRACT and shall monitor compliance with all terms and conditions stated herein. All requests for information from or a decision by the CITY on any aspect of the work shall be directed to the project manager. B. The CITY shall review submittals by the CONSULTANT and provide prompt response to questions and rendering of decisions pertaining thereto, to minimize delay in the progress of the CONSULTANT'S work. The CITY will keep the CONSULTANT advised concerning the progress of the CITY'S review of the work. The CONSULTANT agrees that the CITY'S inspection, review, acceptance or approval of CONSULTANT'S work shall not relieve CONSULTANT'S responsibility for errors or omissions of the CONSULTANT or its sub-consultant(s) or in any way affect the CONSULTANT's status as an independent contractor of the CITY. Design 3 of 5 15. Revised 2/2/09 SECTION V - TERMINATION A. The CITY, at its sole discretion, may terminate this CONTRACT for any reason - - with or without cause -- by delivering written notice to CONSULTANT personally or by certified mail to Fugro Consultants, Inc. at 6100 Hillcroft Street, Houston, Texas 77081. Immediately after receiving such written notice, the CONSULTANT shall discontinue providing the services under this CONTRACT. B. If this CONTRACT is terminated, CONSULTANT shall deliver to the CITY all drawings, special provisions, field survey notes, reports, estimates and any and all other documents or work product generated by the CONSULTANT under the CONTRACT, entirely or partially completed, together with all unused materials supplied by the CITY on or before the 15th day following termination of the CONTRACT. C. In the event of such termination, the CONSULTANT shall be paid for services performed prior to receipt of the written notice of termination. The CITY shall make final payment within sixty (60) days after the CONSULTANT has delivered to the CITY a detailed invoice for services rendered and the documents or work product generated by the CONSULTANT under the CONTRACT. D. If the remuneration scheduled under this contract is based upon a fixed fee or definitely ascertainable sum, the portion of such sum payable shall be proportionate to the percentage of services completed by the CONSULTANT based upon the scope of work. E. In the event this CONTRACT is terminated, the CITY shall have the option of completing the work, or entering into a CON TRACT with another party for the completion of the work. F. If the CITY terminates this CONTRACT for cause and/or if the CONTRACTOR breaches any provision of this CONTRACT, then the CITY shall have all rights and remedies in law and/or equity against CONSULTANT. Venue for any action or dispute arising out of or relating to this CONTRACT shall be in Brazoria County, Texas. The laws of the State of Texas shall govern the terms of this CONTRACT. The prevailing party in the action shall be entitled to recover its actual damages with interest, attorney's fees, costs and expenses incurred in connection with the dispute and/or action. CONSULTANT and CITY desire an expeditious means to resolve any disputes that may arise between under this CONTRACT. To accomplish this, the parties agree to mediation as follows: If a dispute arises out of or relates to this CONTRACT, or the breach thereof, and if the dispute cannot be settled through negotiation, then the parties agree first to try in good faith, and before pursuing any legal remedies, to settle the dispute by mediation of a third party who will be selected by agreement of the parties. Design 4 of 5 15. Revised 2/2/09 SECTION VI — ENTIRE AGREEMENT This CONTRACT represents the entire agreement between the CITY and the CONSULTANT and supersedes all prior negotiations, representations, or contracts, either written or oral. This CONTRACT may be amended only by written instrument signed by both parties. SECTION VII — COVENANT AGAINST CONTINGENT FEES The CONSULTANT affirms that he has not employed or retained any company or person, other than a bona fide employee working for the CONSULTANT to solicit or secure this CONTRACT, and that he has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage brokerage fee, gift, or any other consideration, contingent upon or resulting from the award or making of the CONTRACT. For breach or violation of this clause, the CITY may terminate this CONTRACT without liability, and in its discretion, may deduct from the CONTRACT price or consideration, or otherwise recover, the full amount of such fee, commission, percentage brokerage fee, gift, or contingent fee that has been paid. SECTION VIII- SUCCESSORS AND ASSIGNS This CONTRACT shall not be assignable except upon the written consent of the parties hereto. The parties have executed this CONTRACT this 7 g t h day of . August 201 2 . Bill Eisen, City Manager Scott A. Sulski, CET %t, y//_M Az, s'r. UP Fugro Consultants. Inc. Design 5 of 5 15. Revised 2/2/09 111 IM lir ID IN j="mmeltean FUGRO CONSULTANTS, INC. MAIIMINIMOSNM Document No. 04.12114384P-Rev.3 June 29, 2012 The City of Pearland 3519 Liberty Drive Pearland, Texas 77581 Attention: Ms. Andrea Brinkley Project Manager E-mail: abrinklev@_ci.pearland.tx.us Cost Estimate Construction Materials Engineering and Testing Services Hickory Slough Detention Basin Phase 1 Pearland, Texas 6100 Hillcroft (77081) P.O. Box 740010 Houston, Texas 77274 Tel: (713) 369-5400 Fax: (713) 369-5518 Introduction Fugro Consultants, Inc. (Fugro) is pleased to submit this cost estimate to provide Construction Materials Engineering and Testing (CMET) services for the above referenced project. Mr. Vernon H. Webb 11, P.E. of Jacobs Engineering Group, Inc. (Jacobs) requested this information in a telephone conversation with Mr. Scott A. Sulski of Fugro. Project Description The City of Pearland plans construction of Hickory Slough Detention Basin on a site located northwest of the intersection of Max Road and Hickory Slough and installation of utility lines and paving along Max Road and Hughes Ranch Road in Pearland, Texas. We understand that the detention basin will be constructed with excavated soil slopes, utility lines, pump station, slope paving at weir, weir, and soccer fields with an associated concrete parking lot. Additionally, approximately 140,000 cubic yards of soil will be excavated from the detention basin and transported for placement to an area northwest of the intersection of Max Road and future Hughes Ranch Road (CR 403). We understand the soil will be placed and compacted in 6 -inch thick lifts to a height of 2 feet. Additionally, approximately 20,000 cubic yards of soil will be placed onsite. Testing Procedures For Dispersive Soil Evaluation Fugro performed a geotechnical engineering study (Fugro Report No. 04.12110023, dated Oct. 3, 2011, and revised on May 31, 2012) for the referenced project. Based on this report, we understand that dispersive soils are present onsite. The owner desires to remove and replace such dispersive soils from within the excavation side slopes and the bottom of the detention pond. Fugro has been requested to provide a general procedure for evaluation of onsite dispersive soils during construction. Based on our understanding of the onsite dispersive soils, our scope of services for evaluating the dispersive soils within the detention basin will include observing and sampling the soil within a 50 -foot A member of the Fugro group of companies with offices throughout the world. Document No. 04.12114384P-Rev.3 Hickory Slough Detention Basin Phase 1, City of Pearland June 29, 2012 triMII1111111,.111115.,,,_ ■ ORO faffilannaldblialn by 50 -foot grid system along and adjacent to the slopes and the bottom of the detention pond. We plan to observe the excavation of soil from test pits excavated within the grids at different elevations up to 9 feet below the existing grade and within 2 feet excavated below final grade. We will take at least two (2) samples of the onsite soil from each grid and perform laboratory crumb tests to assist in determining the depths and volume of dispersive soils. At least two crumb test samples per each 50 -foot by 50 -foot grid would yield approximately 864 samples. Additional crumb test samples may have to be taken to assist in evaluation of the entire Phase 1 site. Suggestions would then be made after laboratory test evaluation to determine the extent of onsite dispersive soil removal. Scope of Services Fugro anticipates one full-time technician and a second technician on a full and part-time basis to provide our services as the construction schedule requires. Additional technicians may be needed if work is performed in different areas simultaneously. Based on our understanding of the project details, our scope of services for the project is anticipated to include: • Soil evaluation from randomly selected areas within test pits and crumb testing for dispersive potential. • Density testing of the fill material to evaluate compaction within the offsite fill area. • Density testing of the subgrade, fill, backfill, and base material to evaluate compaction. • Evaluation of chemical treatment of paving subgrade. • Field observation and testing of concrete and sampling for laboratory compressive strength testing. • Field observation and testing of asphalt and sampling for laboratory testing. • Proof -rolling and subgrade preparation within the detention basin and pavement areas. • Proof -rolling and subgrade preparation within the offsite fill area. • Project Engineer/Project Manager site visits and test result review and to evaluate soil conditions or other requested services. Fugro will provide at a minimum a NICET II Certified Technician for field density testing, proofrolling, concrete, and asphalt testing, or a certified ACI 1 (concrete only), or TxDot 1A (asphalt only). A certified NICET II, ACI 1, TxDot 1A or non -certified Technician may be used for sample pickup. Fugro's services will be for informing the Owner. Fugro's site visits and/or reports do not relieve the Contractor of the contractual responsibility to ensure that the project specifications are met and/or followed during construction. Fugro's site visits for field observations and testing will be performed on a call -out basis as directed by the Project Contractor. Although we try our best to fulfill last-minute schedule requests, we request a minimum of 24-hour notice be provided for scheduling our services. Estimated Cost of Services We have made several assumptions about our scope of services and quantities. Please let us know if our scope and quantities need to be revised. As requested, we have provided unit rates for our services that may be required for this project. A detailed project schedule was not available at the time of preparation of this document. The drawings and specifications used for this cost estimate were Page 2 Document No. 04.12114384P-Rev.3 Hickory Slough Detention Basin Phase 1, City of Pearland June 29, 2012 ORO ■ won in elm mini ram mw,2mmie provided by Jacobs. Based on the 5 -month substantial completion time stated in Project Specification Section 00500 provided by Jacobs, our costs for the CMET services, excluding additional requested services, are estimated to be $126,105 as referenced in the attached "Schedule of Estimated Costs". Fugro's services will be invoiced at the rates indicated in the attached Fee Schedules B-2010, C-2010, and H-2010. Any time worked in excess of 8 hours per day and/or during nights, weekends and holidays will be billed at 1.5 times the standard rate. Time will be charged "portal-to-portal" for all hours worked. The actual cost will be dependent on the contractor's schedule and efficiency, items over which we have no control. You will only be billed for the actual services provided by Fugro. We will monitor the cost for our services and keep you posted during the course of this project. Our minimum trip charge is four (4) hours, except for sample pick-ups, which will be charged for the actual time worked. Additional services, not described in this document, may be required for Engineering recommendations, preparation of reports and meetings pertinent to the project and other laboratory services. Such services, if requested and authorized, will be invoiced in accordance with the attached Fee Schedules B-2010, C-2010, and H-2010. Terms and Conditions We will perform our services for this project in general accordance with the contract for professional services provided by the City of Pearland Estimate Acceptance and Authorization We understand that the City of Pearland will issue a formal notice to proceed and/or a contract for professional services for authorization to proceed with our services. Closing We appreciate the opportunity to work with you on this project. If you need additional information, please feel free to contact us at (713) 369-5507. Sincerely, FUGRO CONSULTANTS, INC. TBPE Firm Registration No. F-299 a. "1.41.... Scott A. Sulski, CET Senior CMET Project Manager Michael L. Abshire, SET. Senior CMET Project Manager Field Operations Manager Attachments: Schedules B-2010, C-2010, H-2010 Schedule 40.01 (Rev. Nov 10) - General Conditions for Technical Services Page 3 SCHEDULE OF ESTIMATED COSTS - CMET SERVICES HICKORY SLOUGH DETENTION BASIN PHASE 1 FUGRO DOCUMENT NO. 04.12114384P-Rev.3 RIT12MED 1111111111P^Witall Description of Work Estimated Quantity Unit Cost/Unit Cost TESTING SERVICES Earthwork Technician, NICET II, Density Testing, Proofroll, Concrete, Asphalt, ACI I, (Concrete only), TxDOT 1A, (Asphalt only), (NICET II, ACI 1, TxDOT 1A, Certified and/or Non -Certified Technician, Sample Pickup) 1250 Hours $52.00 $65,000.00 Technician, NICET II, Density Testing, Proofroll, Concrete, Asphalt, ACI I, (Concrete only), TxDOT 1A, (Asphalt only), (NICET II, ACI 1, TxDOT 1A, Certified and/or Non -Certified Technician, Sample Pickup) O.T. 125 Hours $70.00 $8,750.00 Nuclear Density Gauge (day charge) 100 Each $60.00 $6,000.00 Subtotal for Earthwork: $79,750.00 Earthwork --Laboratory Testing Atterberg Limits (LL, PL, PI) 10 Each $56.00 $560.00 #200 Sieve Analysis 10 Each $29.00 $290.00 OMD Standard Compaction (ASTM D 698) 10 Each $160.00 $1,600.00 OMD Standard Compaction, Treated (ASTM D 698) 3 Each $170.00 $510.00 OMD Standard Compaction, Base (THD 113E) 1 Each $195.00 $195.00 Subtotal Earthwork Laboratory Testing: $3,155.00 Earthwork --Dispersive Soils Crumb Tests (2 per every 2500 square feet) 864 Each $30.00 $25,920.00 Subtotal for Crumb Tests: $25,920.00 Concrete Wier/ Pump Station Slabs Concrete Cylinders (9 sets of 4) (4 cyls. per 150 cu. yds.) 36 Each $14.00 $504.00 Subtotal for Concrete Foundations/Slab/Grade Beam: $504.00 Concrete Paving Concrete Cylinders (28 sets of 4) (4 cyls. per 150 cu. yds.) 112 Each $14.00 $1,568.00 Subtotal for Concrete Paving : $1,568.00 Asphalt Paving Asphalt Paving Placement 16 Hours $52.00 $832.00 Asphalt Sample Laboratory Testing 2 Each $363.00 $726.00 Subtotal for Asphalt Paving : $1,558.00 Subtotal for Testing Services (excluding Project Management): $112,455.00 PROJECT MANAGEMENT Project Manager -Site Visits, Report Review 60 Hours $115.00 $6,900.00 Professional Engineer,Test Result Review, Recommendations 45 Hours $150.00 $6,750.00 Subtotal for Project Management: $13,650.00 TOTAL COST ESTIMATE: $126,105.00 FUGRO CONSULTANTS, INC. Schedule B-2010 Page 1 of 4 GEOTECHNICAL LABORATORY TESTING FEES 1.0 Classification and Index Tests Properties 1.1 Water content or visual classification (ASTM D 2216/2488) $11.50 1.2 Water content and visual classification (ASTM D 2216/2488) $14.00 1.3 Plastic and liquid limits, 1 -point method (ASTM D 4318) $75.00 1.4 Plastic and liquid limits, 3 -point method (ASTM D 4318) $88.00 1.5 Liquid limit only (ASTM D 4318) $53.00 1.6 Density (ASTM D 2166) $38.00 1.7 Specific Gravity (ASTM D 854) $80.00 Grain -Size Tests 1.9 Sieve analysis, through #200 sieve (ASTM D 422) $60.00 1.9.1 Additional sieves finer than #200, ea $12.00 1.10 Percent passing a single sieve (ASTM D 1140) $36.00 1.11 Hydrometer test (ASTM D 422) $87.00 1.12 Double Hydrometer test (ASTM D 4221) $174.00 Permeability Tests 1.13 Permeability of sand (ASTM D 2434) $184.00 1.14 Permeability, flexible membrane w/back pressure (ASTM D 5084) $317.00 1.15 Permeability, 6" diameter flexible membrane w/back pressure (ASTM D 5084) $575.00 1.15.1 Long Term permeability > 7 days, per day $40.00 Shrinkage Tests 1.16 Linear (bar) shrinkage $60.00 1.17 Volumetric shrinkage (ASTM D 427) $100.00 Organic Content 1.18 Organic content, oven method (ASTM D 2974) $58.00 1.19 Organic content, hydrogen peroxide method $105.00 Other Tests 1.20 Maximum -minimum densities, wet and dry method (ASTM D 4253/4254) $265.00 1.21 Pinhole dispersion (ASTM D 4647) $305.00 1.22 Slake $37.00 1.23 Crumb $30.00 1.24 Calcium carbonate (ASTM D 4373) $50.00 1.25 Electrical resistivity (G 57) $70.00 1.26 Microscopic examination of soil $105.00 1.27 Thermal conductivity (ASTM D 5334) $325.00 1.28 Salt content (ASTM D 4542) $60.00 1.29 Pore water extraction (ASTM D 4542) $90.00 1.30 pH test (water) $20.00 FUGRO CONSULTANTS, INC. Schedule B-2010 Page 2 of 4 1.31 pH test (soil) (G 51/D 4972) $45.00 1.32 X-ray of tube sample $200.00 1.33 CT Scan of tube sample, per foot $100.00 1.34 Petrographic Analysis $1,350.00 1.35 Erosion analysis using EFA, with Fresh water $1,400.00 1.36 Erosion analysis using EFA, with Salt water $1,725.00 1.37 Soil Suction $100.00 1.38 Soil Suction Calibration $260.00 Test Variations A. Sample preparation; soil admixtures for items 1.3 and 1.4 $60.00 B. Special processing and slaking of soil for index tests $45.00 C. Processing of Clay Shales, (USACE Procedure) $145.00 D. Corrosive or reactive test fluids for any test on this schedule $250.00 E. Extrude tube samples and visual classification $45.00 F. Sample tube cutting, per cut $25.00 2.0 Strength Tests Strength Estimates 2.1 Hand penetrometer $6.00 2.2 Torvane $6.00 2.3 Fall Cone $37.00 Miniature Vane 2.4 Miniature vane, standard (ASTM D 4648) $45.00 2.5 Miniature vane, with residual $55.00 Triaxial Compression 2.6 Unconfined compression, soil (ASTM D 2166) $55.00 2.7 Unconsolidated -undrained (ASTM D 2850) $90.00 2.8 Consolidated -undrained with pore pressure measurements (ASDM D 4767)* $600.00 2.9 Consolidated -drained, sand* $520.00 2.10 Consolidated -drained, silt or clay* $750.00 2.11 Cyclic consolidated -undrained, including pore pressure measurements, to 500 cycles* $1,600.00 2.11.1 Additional cycles, per 500 cycles $200.00 *Consolidation time readings taken only during one load increment. 2.12 Consolidated -undrained lCo, with Creep loading $1,550.00 2.13 Resilient Modulus of soil (AASHTO T307-99) 2.8 diameter sample $405.00 2.13.1 Resilient Modulus of soil (AASHTO T307-99) 4.0 diameter sample $520.00 2.13.2 Resilient Modulus of soil (AASHTO T307-99) 6.0 diameter sample $805.00 Direct Shear 2.14 Consolidated -drained, on sand (ASTM D 3080) $320.00 2.15 Consolidated -drained, on silt or clay (ASTM D 3080) $485.00 2.15.1 Residual, each cycle $75.00 2.15.2 Multistage tests for items 2.14 and 2.15 each stage $175.00 FUGRO CONSULTANTS, INC. Schedule B-2010 Page 3 of 4 Simple Shear 2.16 Direct Simple Shear (DSS) $780.00 2.17 Rapid DSS, Strain rate > 500% per minute $1,095.00 2.18 Direct Simple Shear, with Creep loading $1,485.00 2.19 Cyclic DSS to 500 cycles @ 0.1 to 1.0 hertz $1,485.00 2.19.1 Additional cycles, per 500 cycles $200.00 2.19.2 Additional stress levels $200.00 2.19.3 Post Cyclic DSS $290.00 2.20 Cyclic DSS to 50 cycles @ 0.01 hertz $1,485.00 2.20.1 Additional cycles each .......................... $2.00 Ring Shear 2.21 Ring Shear with two consolidation and shear stage $840.00 2.20.1 Additional consolidation and shear stage $285.00 2.20.2 Additional time over 5 days for test, per day $155.00 Resonant Column 2.22 Resonant Column, CU with backpressure, 1 stages, Sand $1,380.00 2.23 Resonant Column, CU with backpressure, 1 stages, Clay or Silt $1,840.00 2.22.1 Additional Charge for t1oo > 2 hours $350.00 2.22.2 Additional consolidation pressures, each $575.00 2.24 Torsional Shear (per stage) $1,725.00 Rock Core 2.25 Unconfined compression, (ASTM D2938) $230.00 2.26 Unconsolidated Undrained Triaxial, (ASTM D 2664) $350.00 2.27 Splitting Tensile, (ASTM D 3967) $95.00 2.28 Direct Tensile, (ASTM D 2936) $370.00 2.29 Point Load $65.00 2.30 Pulse Velocity, (ASTM D 2845) $320.00 Test Variations G. Multistage tests for Items 2.8, 2.9, and 2.10 (each stage) $255.00 H. Consolidated anisotropically $230.00 Confining pressure over 140 psi for Items 2.7 through 2.11 $60.00 J. Special trimming charge for difficult to trim soils for Items 2.6 through 2.15 $95.00 K. Hand -trimmed specimen (reducing diameter) $35.00 L. Addition of Soil admixture and curing $65.00 M. Compact specimens to specific moisture and density $55.00 N. Stress -strain diagram, report ready for Items 2.6 and 2.7 $25.00 O. Determination of stress versus axial strain, stress versus radial strain, $405.00 and Poisson's ratio P. Capping of strength tests for Items 2.6 and 2.7 $30.00 Q. Sample remold for item 2.4, 2.6, and 2.7 $15.00 R. Induced over -consolidation ratio (OCR), up to 4.0, for Items 2.8, 2.9 and 2.10 $165.00 S. Induced OCR greater than 4 for Items 2.8. 2.9 and 2.10 Quoted on Request FUGRO CONSULTANTS, INC. Schedule B-2010 Page 4 of 4 3.0 Volume Change Tests 3.1 Consolidation, Maximum load 32 ksf (ASTM D 2435) $575.00 3.1.1 With Intermediate rebound and reload $635.00 3.1.2 Additional for load increments greater than 32 ksf each $50.00 3.1.3 Additional Back Pressure test $110.00 3.2 Constant rate of strain consolidation up to 140 ksf (ASTM D 4186) $645.00 3.2.1 Consolidation pressures greater than 140 ksf $1,210.00 3.2.2 Additional rebound and reload$90.00 3.3 Swell test 3.3.1 Percent swell $140.00 3.3.2 Swell pressure and percent swell (ASTM D 4546, method B) $250.00 3.3.3 Swell pressure and percent swell (ASTM D 4546 method A) $300.00 3.3.4 Swell pressure and percent swell (ASTM D 4546 method C) $535.00 3.3.4 Free swell test $100.00 4.0 Earthwork Tests 4.1 Moisture density relationship 4.1.1 Standard compaction effort (ASTM D 698) $185.00 4.1.2 Modified compaction effort (ASTM D 1557) $195.00 4.1.3 Sample preparation: for + 3/4 or soil with PI greater than 20 $55.00 4.1.4 Sample preparation: soil admixture and curing $65.00 4.1.5 Sample compacted in 6 -inch mold $50.00 4.1.6 Harvard miniature compaction $200.00 5.0 Miscellaneous 5.1 Photograph of sample $45.00 5.1.1 Additional copies Cost + 15% 5.2 Sample Storage out of direct sunlight, temperature within the $10.00 range of 2° to 40°C, per ft3 (minimum is 2 ft3), per month. 5.3 Sample Storage out of direct sunlight, temperature within the $20.00 range of 20° to 25°C, per ft3 (minimum is 2 ft3), per month. 5.4 Sample Storage at 10° to 15°C per ft3 (minimum is 2 ft3), per month $25.00 Notes: (1) The following are included at no charge: visual classification, with all strengths and volume change tests except strength estimates, natural water content with miniature vane tests, natural water content and density with all triaxial compression, simple shear, resonant column and volume change tests, and remolding of samples. (2) A minimum of $100 will be charged for supervision and reporting of test data for testing projects less than $500. For testing projects greater than $200, a 20% charge is typical, but may vary depending on the scope and complexity of the project. (3) Rush assignments requiring unscheduled overtime are subject to a 50% surcharge. (4) Tests on samples containing hazardous materials will be surcharged based on the degree of contamination and special handling precautions required. The minimum surcharge will be 35% (for samples with hydrocarbon odor). Tests with respirator requirements and blood or physical exam requirements have a minimum of 100% surcharge. All contaminated samples will be returned to the client for disposal. (5) All samples will be discarded 30 days after completion of tests unless client advises us otherwise. [SRO FUGRO CONSULTANTS, INC. Schedule C-2010 Page 1 of 3 LABORATORY AND FIELD TESTING FEES CONSTRUCTION MATERIALS 4111BRO 1.0 Cement Tests 1.1 ASTM C 150 physical test Quoted on Request 1.2 Other ASTM tests of cement Quoted on Request 1.3 Test of water for concrete Quoted on Request 2.0 Concrete Aggregate Tests 2.1 Sieve analysis, coarse or fine aggregate (ASTM C 136) $46.00 2.2 Sieve analysis through No. 200 sieve, washed (ASTM C 117/C 136) $46.00 2.3 Percent passing No. 200 sieve (ASTM C 117) $39.00 2.4 Specific gravity & absorption (ASTM C 127) $47.00 2.5 Specific gravity & absorption (ASTM C 128) $49.00 2.6 Unit weight and voids (ASTM C 29) $26.00 2.7 Organic impurities (ASTM C 40) $36.00 2.8 Soundness, sodium or magnesium sulfate, 5 cycles (ASTM C 88) $300.00 2.8.1 Additional cycle, each $55.00 2.9 Lightweight pieces (ASTM C 123) $35.00 2.10 Clay lumps and friable particles (ASTM C 142) $37.00 2.11 Sand equivalent value (ASTM D 2419) $48.00 2.12 Los Angles Abrasion (ASTM C 131 or C 535) $175.00 2.12.1 Crushing and preparing sample, if required $98.00 2.13 Total moisture content of aggregate by drying (ASTM C 566) $11.00 2.14 Flat and elongated particles in coarse aggregate $33.00 3.0 Concrete Tests 3.1 Cylinder compressive strength (ASTM C 39) $14.00 3.1.1 Hold specimens processed, but not tested $9.00 3.1.2 Cylinders Cast by others $22.00 3.2 Beam flexural strength (ASTM C78 or C 293) $27.00 3.2.1 Hold specimens processed, but not tested $16.00 3.2.2 Beams cast by others $32.00 3.3 Splitting Tensile (ASTM C 496) $44.00 3.4 Penetration resistance by Windsor Probe (ASTM C 803) 3.4.1 Field engineer & instrument, per hr (4 -hr min.) $70.00 3.4.2 Probe sets, per set of 3 $50.00 3.5 Rebound number of hardened concrete (ASTM C 805) 3.5.1 Field technician & instrument, per hour (4 -hr min.) $50.00 3.6 Concrete Coring 3.6.1 Minimum Charge, per trip $250.00 3.6.2 Coring, per diameter -inch (ASTM C 42) $3.00 3.6.3 Core preparation for testing $25.00 3.6.4 Length measurement $13.00 3.6.5 Compressive strength (ASTM C 39) $16.00 3.7 Chloride permeability AASHTO T-277 $380.00 FUGRO CONSULTANTS, INC. Schedule C-2010 Page 2 of 3 117P1111111111111.^.1111111 111.111111111111 [aR0 3.8 Selection of concrete proportions (ACI 318 Chapter 4) 3.8.1 Proportioning on the basis of field experience $165.00 3.8.2 Proportioning by laboratory trial batches using aggregate, admixtures and cement furnished for use on project, each batch or each curve point $300.00 3.8.2.1 Sampling material for trial batches Quoted on Request 3.8.3 Review of concrete mix design proportions $110.00 All tests of aggregates, admixtures, and cement to determine the basic physical properties and suitability are charges separately. 4.0 Masonry Tests 4.1 Compressive strength of 2" cubes, each (ASTM C 109) $16.00 4.2 Compressive strength of masonry units (ASTM C 140) $110.00 4.3 Splitting tensile of masonry units, (ASTM C 1006) $80.00 4.4 Masonry flexural bond strength, (ASTM C 1072) $165.00 5.0 Reinforcing Steel Tests 5.1 Tensile tests of reinforcing steel or splices up to 11 bar, per specimen $50.00 6.0 Soil and Base Material Tests 6.1 Liquid and plastic limits (ASTM D 4318) 1 pt/3pt $56.00/$72.00 6.2 Moisture content (ASTM D 2216) $9.50 6.3 Sieve analysis through No. 200 sieve (ASTM D 422) $47.00 6.4 Preparation of soil with +3/4 material, base material, or when admixture additions are required (for 5.1, 5.3 or 5.16) $55.00 6.5 Percent passing No. 200 sieve (ASTM D 1140) $29.00 6.6 Volumetric shrinkage (ASTM D 427) $87.00 6.7 Linear shrinkage $55.00 6.8 Determine suitability for chemical stabilization Quoted on Request 6.9 Percent solids -lime slurry $39.00 6.10 Optimum Lime Content Recommendation Series (Atterberg Method) $245.00 6.11 Organic impurities (ASTM C 40) $44.00 6.12 pH of water $14.00 6.13 pH or soil (ASTM G 51) $45.00 6.14 Permeability of sand (ASTM D 2434) $142.00 6.15 Permeability, flexible membrane w/back pressures (ASTM D 5084) $250.00 6.16 Unconfined compressive strength, (ASTM D 2166) $38.00 6.17 Moisture -density relationship 6.17.1 Standard compaction effort (ASTM D 698) $160.00 6.17.2 Modified compaction effort (ASTM D 1557) $170.00 6.17.3 Texas Highway Dept. compaction effort, (THD113E) $195.00 6.17.4 Sample preparation for +3/4 material or compacted in 6" mold $45.00 6.17.5 Sample preparation for admixture $50.00 6.17.6 Maximum -minimum densities, wet and dry method (ASTM D 4253/4254) $190.00 6.18 Wet Ball Mill Test, (THD116E) $175.00 6.19 California bearing ratio (CBR), (ASTM D 1883) $195.00 6.19.1 Sample preparation, per specimen $55.00 6.20 Texas triaxial compression, (THD117E) $135.00 6.20.1 Sample preparation for crushed stone base $50.00 Quoted on Request 6.21 Soil -cement or soil -asphalt tests FUGRO CONSULTANTS, INC. Schedule C-2010 Page 3 of 3 G IW is 6.22 Field California bearing ratio (CBR), (ASTM D 4429) Quoted on Request 7.0 Asphalt Cement Tests Quoted on Request 8.0 Asphaltic Concrete Tests 8.1 Provide mix design using aggregates and asphalt furnished for use on project, with associated laboratory tests (Hveem or Marshall Method) $1,300.00 8.2 Compute mix design using previously determined aggregate properties such as gradation, specific gravity and other design factors, graduate engineer, per hour (2 -hr min.) $150.00 8.3 Molding test specimens 8.3.1 Gyratory Method (3 per set), each set (THD206F) $60.00 8.3.2 Marshall Method (3 per set), each set (ASTM D 1559) $60.00 8.4 Determine laboratory density or percent voids (ASTM D 2726) $33.00 8.5 Determine Hveem Stability (3 per set), each set (ASTM D 1560) $65.00 8.6 Determine Marshall Stability, (3 per set), each set (ASTM D 1559) $65.00 8.7 Permeability and Swell Value (THD 209F) $135.00 8.8 Stripping Test 8.8.1 Lottman Method (8 per set), each set $410.00 8.8.2 Boiling Method (8 per set), each set $105.00 8.9 Extraction (percent bitumen and gradation), (ASTM D 2172) $150.00 8.10 Theoretical maximum specific gravity of bituminous mixture, aerosol solution method, (ASTM D 2041) $55.00 8.11 Specific gravity and absorption of aggregate, (ASTM C 128) $44.00 8.12 Specific gravity of material finer than #80 sieve, (ASTM C 854) $55.00 8.13 Percent passing #200 sieve, (ASTM C 117) $39.00 8.14 Asphalt coring Services 8.14.1 Minimum Charge, per trip $220.00 8.14.2 Coring, per diameter inch (ASTM D 5361) $3.00 8.15 Core preparation for testing $27.00 8.16 Core density (ASTM D 2726) $22.00 8.17 Length Measurement $11.00 9.0 Special Tests 9.1 Density determination of structural fireproofing material (ASTM E 605) $33.00 9.2 Cohesion and Adhesion of Fireproofing material (ASTM E 736) $27.00 Notes: (1) Securing samples at local projects, plant, or from supplier's stock will be charged in accordance with our current Construction Materials Testing Fees Schedule. (2) A minimum or $30 will be charged for supervision and reporting of test data for testing projects less than $200. For testing projects greater than $200, a 15% charge is typical, but may vary depending on the scope and complexity of the project. (3) Rush assignments requiring unscheduled overtime are subject to a 50% surcharge. (4) All samples will be discarded 30 days after submission of our report unless client advises us otherwise. Upon request, we will store samples at a charge of $10.00/cubic foot/month ($100/month minimum). (5) Tests on samples containing hazardous materials will be surcharged based on the degree of contamination and special handling precautions required. The minimum surcharge will be 35%. All contaminated samples will be returned to the Client for disposal. (6) Tests not listed above are performed either outside our laboratory at cost plus 15%, or on an hourly basis as defined for intermittent services of personnel on our current Construction Materials Testing Fees Schedule. FUGRO CONSULTANTS, INC. Schedule H-2010 Page 1 of 1 CONSTRUCTION MATERIALS FIELD TESTING FEES 1.0 PERSONNEL HOURLY RATE 1.1 CMET Senior Project Manager $150 1.2 CMET Project Manager $115 1.3 CMET Senior Professional $105 1.4 CMET Project Professional $95 1.5 Certified Welding Inspector $75 1.6 Staff Professional $85 1.7 Specialist Technician $75 1.8 Senior Technician $65 1.9 CMET Technician $45 1.10 CMET Administrative Assistant $45 GRID 2.0 EQUIPMENT 2.1 CMET Vehicle $60/day 2.2 Nuclear Density Gauge $60/day 2.3 Coring 2.3.1 Minimum charge $250/trip 2.3.2 Coring $3.00/diameter-inch 2.3.3 Patching $25/core 2.4 Floor Flatness Gauge $550/day 2.5 CO2 Monitor $55/day 2.6 Gloss Meter $75/day Notes: (1) Overtime rates for field personnel are applicable to all hours worked in excess of 8 hours per day, weekends, and holidays and will be assessed with a factor of 1.5. (2) Field charges are assessed "portal-to-portal" with a minimum call -out charge of 4 hours. (3) Direct project expenses, including subcontracts, will be charged at cost plus 10 percent.