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R2005-0014 01-24-05 RESOLUTION NO. R2005-14 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS, AUTHORIZING THE CITY MANAGER OR HIS DESIGNEE TO ENTER INTO A CONTRACT WITH GEOTEST ENGINEERING, INC. FOR MATERIALS TESTING SERVICES ASSOCIATED WITH THE WEST MARY'S CREEK DETENTION PROJECT. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That certain contract by and between the City of Pearland and Geotest Engineering, Inc., 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 with Geotest Engineering Inc., for Materials Testing Services associated with West Mary's Creek Detention Project. PASSED, APPROVED and ADOPTED this the 24th day of January , A.D., 2005. -.)a4111 R44;i2 TOM REID MAYOR ATTEST: 1A1' i' 001, NG Lo 'IFR v Y SE 'ETARY i APPROVED AS TO FORM: a„....—...___' L I. a..._________ DARRIN M. COKER CITY ATTORNEY EXHIBIT I "A ' a 3 CITY OF PEARLAND STANDARD AGREEMENT FOR ENGINEERING SERVICES This Contract (Contract) is made between the City of Pearland, Texas (hereinafter"City"), and Geotest Engineering, Inc. (hereinafter "Engineer") as follows: 1. Summary of Contract Terms. The following information and referenced documents shall be a part of this Contract: Description of Project: Provide Materials Testing services in connection with the Magnolia 30" Gravity Trunk Sanitary Sewer Project. Engineer/Subconsultant(s) Fee Basis of Compensation Geotest Engineering, Inc. $56,825.00 NTE Maximum Contract Amount $56,825.00 NTE *All financial obligations created by this agreement are between the City and Engineer, and shall not be construed to be between City and any subconsultant. Delivery of plans, specifications and estimates: Sixty (60) days from completion of project Attachments: Scope of Services— Exhibit A 2. Services and Payment. Engineer shall perform services within the Standard of Care of the Engineering profession as follows: A. Engineer will furnish services to the City in accordance with the terms and conditions specified in this Contract. Payment for the services of Engineer shall be due and payable upon submission and approval of a statement for services to City. Statements for services shall not be submitted more frequently than monthly. After consultation with the City, the Engineer shall specify the basis of . compensation in the scope of work for the project. The Engineer shall provide adequate detail of the basis of compensation so that the City can determine the reasonableness of the fees and have the ability to make reasonable progress payments to the Engineer based upon work completed at the payment intervals. The Engineer shall subcontract for all subconsultants, subject to City approval, necessary to complete the scope of work. The subconsultant's fees and administrative mark-up, if any, shall be included in the scope of work. Unless otherwise agreed upon, the method of compensation shall be one of the following methods: 1 1. Salary Cost Times Multiplier Plus Direct Nonsalary Expense ("Salary") Compensation shall be based on 1) the direct salaries (including benefits) of the Engineer's employees whose time is directly chargeable to the project; 2) an agreed upon multiplier to compensate the Engineer for overhead and profit; and 3) reimbursement for direct nonsalary expenditures and subconsultant contracts as defined in the scope of work for the project. The Engineer shall provide a proposal that includes the total fees for the project, which shall not be exceeded without prior City approval. 2. Per Diem ("Per Diem") Compensation shall be based upon 1) an agreed upon lump sum per day for specific services; and 2) reimbursement for direct nonsalary expenditures and subconsultant contracts as defined in the scope of work for the project. This method is best suited to expert witness work or other short-term engagements involving intermittent services. 3. Cost Plus Fixed Fee ("Cost Plus") Compensation shall be based upon 1) reimbursement of the actual costs of all services and supplies related to the project and 2) an agreed upon fixed fee (profit). The Engineer shall provide an estimate of the costs to be reimbursed, but actual compensation shall be based upon invoices and supporting documentation provided by the Engineer. 4. Lump Sum ("Lump") Compensation shall be based upon an agreed lump sum payment for completing the entire scope of work. This method is best suited to investigations or studies and for basic services with limited scope and complexity. 5. Percent of Construction ("Percent") Compensation shall be based upon 1). the "Harris County Curve for Engineering Compensation" for basic and construction phase services; and 2) reimbursement for direct nonsalary expenditures and subconsultant contracts as defined in the scope of work for the project. The Engineer shall provide a proposal that includes the estimated construction cost of the project and the total fees for the project. If the actual low bid for construction is 20% above or below the estimate, the engineering fees are subject to equitable adjustment by mutual agreement of the Engineer and City. 2 If City fails to make any payment due Engineer for services and expenses within thirty (30) days after receipt and approval of Engineer's statement for services therefore, the amounts due Engineer will be increased at the rate of one half percent (1/2%) per month from said thirtieth (30th) day, and, in addition, Engineer may, after giving seven (7) days' written notice to City, suspend services under this Contract until Engineer has been paid in full, all amounts due for services, expenses, and charges. B. All the Engineer's working drawings, plans, and specifications, if required under this Contract, shall be sufficiently accurate, detailed, and complete so that competitive bids for the work can be obtained and the improvements constructed. C. Approval of the Engineer's work by the City shall not release the Engineer, its employees, agents, or consultants, from the responsibility and liability for the accuracy and competency of their designs, working drawings, and specifications, or. other documents and services. D. Subject to Article 8 herein or as otherwise agreed, the Engineer shall promptly correct errors in the Engineer's work, including errors discovered after final payment, without receiving additional compensation. E. Prior to execution of this agreement, the Engineer shall have prepared a project schedule identified as an attachment to this agreement. The Project Schedule shall be submitted in digital and paper form, in the Microsoft Project for Windows format. The Project Schedule shall contain a complete schedule so that the Engineer's scope of services under this contract can be accomplished within the specified time and contract cost. The Project Schedule will provide specific work sequence and definite review times by the City and the Engineer of the work performed. If the review time should take longer than shown on the project schedule, through no fault of the Engineer, additional contract time may be authorized by the City through a supplemental agreement, if requested by a timely written request from the Engineer and approved by the City. 3. Term and Termination. This Contract term will begin upon execution and end sixty days after issuance of the certification of completion of construction by the Engineer. The City may terminate this Contract at any time during its term by giving written notice to Engineer. The City shall pay the Engineer for all services rendered to the date of termination. 4. Modifications. City without invalidating the Contract, may order changes within the general scope of the work required by the Contract by altering, adding to and/or deducting from the work to be performed. If any change under this clause causes an increase or decrease in Engineer's cost of, or the time required for, the performance of any part of the Services under the Contract, an equitable adjustment will be made by mutual agreement and the Contract modified in writing accordingly. 3 5. Subcontracts. If, for any reason, at any time during the progress of providing services, City determines that any subcontractor for Engineer is incompetent or undesirable, City will notify Engineer accordingly and Engineer shall take immediate corrective action, which may include cancellation of such subcontract. Subletting by subcontractors shall be subject to the same regulations. Nothing contained in the Contract shall create any contractual relation between any subcontractor and City. 6. Ownership of Documents. All drawings, report data, and other project information developed in the execution of the services provided under this Contract shall be the property of the City upon payment of Engineer's fees for services. Engineer may retain copies for record purposes. Owner agrees such documents are not intended or represented to be suitable for reuse by City or others. Any reuse by City or by those who obtained said documents from City without written verification or adaptation by Engineer will be at City's sole risk and without liability or legal exposure to Engineer, or to Engineer's independent associates or consultants, and City shall indemnify and hold harmless Engineer and Engineer's independent associates and consultants from all claims, damages, losses, and expenses including attorneys' fees arising out of or resulting therefrom. Any such verification or adaptation will entitle Engineer to further reasonable compensation. Engineer may reuse all drawings, report data, and other project information in the execution of the services provided under this Contract in Engineer's other activities. Any reuse by Engineer will be at Engineer's sole risk and without liability or legal exposure to City, and Engineer shall indemnify and hold harmless City from all claims, damages, losses, and expenses including attorneys' fees arising out of or resulting therefrom. 7. Insurance. A. The Engineer 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 Engineer, 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 (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. B. The Engineer 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, reduced in coverage or in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. Upon request, certified copies of all insurance policies shall be furnished to the City. 8. Indemnity. Engineer 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 Engineer 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 Engineer, his officers, employees, agents, or subcontractors under this Contract. 9. Assignment. Engineer shall not assign this Contract without the prior written consent of the City. 10. Law Governing and Venue. This Contract shall be governed by the law of the State of Texas and no lawsuit shall be prosecuted on this Contract except in a court of competent jurisdiction located in Brazoria County, Texas. 11. Entire Contract. This Contract represents the entire Contract between the City and the Engineer 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. Purchase orders issued under this Agreement shall contain a statement nullifying additional terms and conditions on the reverse side of the purchase order and referencing this Agreement. 12. Conflicts in Contract Documents.. The above provisions shall govern over any conflicting provision contained in any referenced contract document specified above. 13. Dispute Resolution Procedures. The Engineer 'and City desire an expeditious means to resolve any disputes that may arise between them regarding 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 bringing any legal action, to settle the dispute by mediation of a third party who will be selected by agreement of the parties. 5 • EXECUTED and EFFECTIVE as of the day of , 20 CITY OF PEARLAND ENGINEER By: By: Printed Name: Printed Name: Title: Title: STATE OF TEXAS § COUNTY OF § BEFORE ME, the undersigned Notary Public, on this day personally appeared , known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D., 20 NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS Printed Name: My Commission Expires: STATE OF TEXAS § COUNTY OF § BEFORE ME, the undersigned Notary Public, on this day personally appeared , known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF , A.D., 20 NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS Printed Name: My Commission Expires: 6 ir„, GEOTEST ENGINEERING , INC. Geotechnical Engineers&Materials Testing 5600 Bintliff Drive Houston,Texas 77036 Telephone: (713) 266-0588 January 10, 2005 Fax: (713) 266-2977 Proposal No: 05PM289 Ms. Jennifer Phan City of Pearland 3519 Liberty Drive Pearland,Texas 77581-5416 Re: West Mary's Creek Detention Facility and SWEC Outfall Modifications Bid No. 2004-069 Dear Jennifer: Geotest Engineering, Inc. appreciates the opportunity to submit our proposed scope of services and budget estimate to provide materials testing services on the above referenced project. Based on the proposed scope of services, we estimate a budget of$56,825.00. Any additional services requested and not part of this estimate will be charged in accordance with our attached standard fee schedule. Geotest appreciates the opportunity to work with you. If the enclosed estimate is agreeable, please indicate your formal acceptance by signing below and returning one (1) copy to Geotest. If you have any questions or require additional information, please contact me at your convenience. Very truly yours, GEOTEST ENGINEERING, INC. Mark D. Wells, P.E. Vice President Copies Submitted: 2 Enclosures: Cost Estimate (05PM289) Fee Schedule (COP2004) MDW/ep pc28/fee15/05pm289 Accepted by: Printed Name: Title: Date: GEOTEST ENGINEERING, INC. 5600 Bintliff Drive Houston, Texas 77036 Tel (713)266-0588 CONSTRUCTION MATERIALS TESTING COST BREAKDOWN West Mary's Creek Detention Facility and SWEC Outfall Modifications, Bid No. 2004-069 (05PM289) Unit Quani Rate Amount PERSONNEL 7 Technician NICET III, HMA II 120 x $58.00 /Hr = $ 6,960.00 7.5 Technician NICET III, HMA II-OT 30 x $72.00 /Hr = $ 2,160.00 8 Technician NICET II, HMA-1A 600 x $53.00 /Hr = $ 31,800.00 8.5 Technician NICET II, HMA-1A-OT 90 x $64.50 /Hr = $ 5,805.00 MATERIAL TESTING: 200 Concrete Mix Design Inspection and Testing 201 Mix Design Review(ACI-214): (Using previously determined aggregate Properties and other design factors)Excluding Test Costs 2 x $115.00 /Each = $ 230.00 203 Cylinder Test(ASTM C-39)or Hold, Each 160 x $13.00 /Each = $ 2,080.00 1000 Soils Tests: 1001 Liquid and Plastic Limits: (Atterberg Limits)(ASTM D-4318) 20 x $45.00 /Each = $ 900.00 1006 OMD Standard Compaction(ASTM D-698) 8 x $150.00 /Each = $ 1,200.00 1007 OMD Modified Compaction(ASTM D-1557) 2 x $160.00 /Each = $ 320.00 1008 OMD Lime or Cement Stabilized Soil(ASTM D-698, D-558, D-1557) 4 x $165.00 /Each = $ 660.00 1011 Four Point Lime Content Recommendation Series(PI) 1 x $178.00 /Test = $ 178.00 1014 Compressive Strength of CSS Sample, Including Molding, (ASTM D-1632,ASTM D-1633) 56 x $52.00 /Each = $ 2,912.00 1200 Sliplining and Manhole Rehabilitation: 1203 Coring of Gunite Panels(including compressive strength) 18 x $90.00 Core = $ 1,620.00 TOTAL $ 56,825.00 GENERAL NOTE All services on an hourly basis(Items 6-16)will be charged at the applicable rate,from the time the technician/inspector leaves the Laboratory until he or she returns to the laboratory from the assignment. Hourly personnel overtimes rates will be changed for all hours worked over forty(40)hours per week, Monday through Sunday. GEOTEST ENGINEERING, INC. 5600 Bintliff Drive Houston,Texas 77036 Tel(713)266-0588 CONSTRUCTION MATERIALS TESTING TESTING&INSPECTION FEE SCHEDULE CITY OF PEARLAND Page 1 of 4 PERSONNEL 1 Principal $ 143.00 /Hr 2 Sr.Engineer,PE(10 years Exp.) $ 105.00 /Hr 3 Project Engineer,PE $ 82.00 /Hr 4 Staff Engineer,EIT $ 65.00 /Hr 5 Graduate Engineer,CMT Manager $ 58.00 /Hr 6 Technician NICET IV $ 63.00 /Hr 6.5 Technician NICET IV-OT $ 79.50 /Hr 7 Technician NICET III,HMA II $ 58.00 /Hr 7.5 Technician NICET III,HMA II-OT $ 72.00 /Hr 8 Technician NICET II,HMA-1A $ 53.00 /Hr 8.5 Technician NICET II,HMA-1A-OT $ 64.50 /Hr 9 Technician ACI-I,II $ 46.00 /Hr 9.5 Technician ACI-I,II-OT $ 54.00 /Hr 10 Technician HMA-IB $ 48.00 /Hr 10.5 Technician HMA-IB-OT $ 57.00 /Hr 11 Technician,Non-Certified $ 42.00 /Hr 11.5 Technician,Non-Certified-OT $ 48.00 /Hr 12 Welding Inspector(CWI) $ 77.00 /Hr 12.5 Welding Inspector(CWI)-OT $ 100.50 /Hr 13 Welding Inspector(Associate CWI) $ 58.00 /Hr 13.5 Welding Inspector(Associate CWI)-OT $ 72.00 /Hr 14 NDT Inspector(ASNT Level II) $ 58.00 /Hr 14.5 NDT Inspector(ASNT Level II)-OT $ 72.00 /Hr 15 NDT Inspector(ASNT Level III) $ 62.00 /Hr 15.5 NDT Inspector(ASNT Level III)-OT $ 78.00 /Hr 16 NDT Inspector Level II with asst(2-man crew) $ 90.00 /Hr 16.5 NDT Inspector Level II with asst(2-man crew)-OT $ 129.00 /Hr 17 Support Personnel(Drafting,Word Processing) $ 31.00 /Hr 19 Traffic Control Cost+10% MATERIAL TESTING: 100 Concrete Aggregates: 101 Screen or Sieve Analysis(ASTM C-136) $ 39.00 Each 102 Specific Gravity(ASTM C-127 or C-128) $ 39.00 Each 103 Unit Weight(ASTM C-29) $ 28.00 Each 104 Absorption(ASTM C-127 or C-128) $ 33.00 Each 105 Finer than 200 Mesh(ASTM C-117) $ 36.00 Each 106 Organic Impurities(ASTM C-40) $ 35.00 Each 107 Scratch Hardness(ASTM C-851) $ 31.00 Each 108 L A Abrasion(ASTM C-131 or C-535) $ 153.00 Each 109 Clay Lumps(ASTM C-142) $ 40.00 Each 110 Light Weight Pieces(ASTM C-123) $ 47.00 Each 111 Sand Equivalent(ASTM C-2419) $ 48.00 Each 112 Sodium/Magnesium Sulfate Soundness(5 Cycles) $ 260.00 Each 113 Sodium/Magnesium Sulfate Soundness Additional Cycles $ 150.00 Each 114 Petrographic Examination of Concrete Aggregates(ASTM C-295) By Quotation 200 Concrete Mix Design Inspection and Testing 201 Mix Design Review(ACI-214):(Using previously determined aggregate Properties and other design factors)Excluding Test Costs $ 115.00 Each 202 Trial Batch Tests(ASTM C-192)(Using aggregate admixtures and cement proposed for use in the project);each batch or each curve point $ 200.00 Each 203 Cylinder Test(ASTM C-39)or Hold,Each $ 13.00 Each 204 Beam Test(ASTM C-78,C-293)or Hold,Each $ 20.00 Each 205 Concrete Coring(4"Dia.Up to 6"Thickness)ASTM C-42 includes Personnel,Vehicle and Patching holes $ 72.00 Each 206 Measuring Thickness of Concrete Cores(ASTM C-174) $ 9.50 Each 207 Additional Thickness(6"to 12") $ 6.75 Inch GEOTEST ENGINEERING, INC. 5600 Bintliff Drive Houston,Texas 77036 Tel(713)266-0588 CONSTRUCTION MATERIALS TESTING TESTING&INSPECTION FEE SCHEDULE CITY OF PEARLAND Page 2 of 4 208 Additional Thickness(Over 12") $ 12.00 Inch 209 Concrete Coring,Minimum Charge(Min.3 Cores), $ 275.00 LS 210 Preparation of Cores,Capping&Test(ASTM C42,C-39) $ 57.00 Each 211 Cement Compressive Strength,one age(ASTM C-109) $ 104.00 SET 212 Cement Compressive Strength,two age(ASTM C-109) $ 127.00 SET 213 Mortar/Grout Compressive Strength Cubes(ASTM C-109) $ 17.00 Each 214 Mortar/Grout Compressive Strength 3"x 6"(ASTM C-495) $ 17.00 Each 215 Mortar/Grout Compressive Strength(ASTM C-1019) $ 17.00 Each 216 Structural Coring By Quotation 217 Windsor Probes(ASTM C-803) $ 68.00 SET 218 Bar Linear Shrinkage $ 235.00 SET 219 Unit Weight of Lightweight Cylinders $ 25.00 SET 220 Split Tensile Strength including preparation(ASTM C-496) $ 80.00 Each 221 Petrographic Examination of Hardened Concrete(ASTM C-856) By Quotation 222 Concrete Shrinkage Test(ASTM C-157,C-490) $ 125.00 TEST 300 Brick: All brick tests will be performed in accordance with ASTM C-67(Minimum 5 bricks) 301 Compressive Strength(ASTM C-67) $ 24.00 Each 302 Absorption-five hours boiling(ASTM C-67) $ 52.00 Each 303 Absorption-24 hours boiling(ASTM C-67) $ 53.00 Each 400 Reinforcing Steel:(ASTM A-370&ASTM A-675) 401 Tension Test(size#11 and under) $ 36.00 Each 402 Tension Test(over size#11) $ 48.00 Each 403 Bend Test(size#6 and under) $ 29.00 Each 404 Bend Test(oversize#6) $ 35.00 Each 405 Defonnation Examination $ 21.00 Each 406 Bolt Tensile Test(ASTM A-325) $ 42.00 Each 500 Welded Specimens: 501 Welding Coupons(ASTM A-370) Cost+10% 600 Tension Tests(ASTM A-370): 601 Without use of Extensometer $ 38.00 Each 602 Without use of Extensometer(with curves) $ 67.00 Each 603 Steel Strand Cable $ 94.00 Each 700 Nondestructive Testing(Steel): 701 Radiographic Films(ASTM E-142) Cost+10% 702 Radiographic Source,Iridium(E-11I4) $ 91.00 Each 703 Radiographic Source,Cobalt 60 $ 104.00 Each 704 Ultrasonic Equipment(AWS D11) $ 67.00 Each 800 Asphalt Concrete Mix Design&Inspection: 801 Mix Design Review(using previously determined aggregates properties and other design factors)Excluding Test Costs $ 160.00 Each 802 Trial Batch Test(Up to 5 curve points) $1,200.00 Each 803 Additional Curve Points for item 802,Per Point $ 173.00 Each 804 Extraction&Gradation Test(ASTM D-2172,ASTM C-136 or TEX-210F) $ 149.00 Each 805 Specific Gravity(ASTM D-2041,TEX 201F) $ 53.00 Each GEOTEST ENGINEERING, INC. 5600 Bintliff Drive Houston,Texas 77036 Tel(713)266-0588 CONSTRUCTION MATERIALS TESTING TESTING&INSPECTION FEE SCHEDULE CITY OF PEARLAND Page 3 of 4 806 Stability:Hveem(3 Per Set)(ASTM D-1560 or TEX208F) $ 70.00 Set Marshall(3 Per Set)(ASTM D-1559) $ 70.00 Set 807 Bulk Density of Lab Molded or Field Specimen(Core),(TEX-207F), 3PerSet $ 39.00 Set 808 Molding Specimens(3 Per Set)for 806&807(ASTM D-1560, TEX-208F) $ 46.00 Set 809 Penetration(ASTM D-5) $ 63.00 Each 810 Ductility(ASTM D-113) $ 85.00 Each 811 Viscosity(ASTM D-2170) $ 70.00 Each 812 Asphalt Coring(4"Dia Up to 6"Thickness) includes Personnel,Vehicle and Patching Holes $ 68.00 Each 813 Asphalt Coring Minimum Charge $ 250.00 LS 814 Additional Thickness over 6" $ 6.00 Inch 815 Abson Recovery(TEX-211 F) $ 240.00 Each 816 Measuring Thickness of Asphalt Cores $ 7.00 Each 817 Maximum Theoretical Specific Gravity(TEX 227F) $ 67.00 Each 818 Hot Mix In-Place Asphalt Design $1,600.00 Each 819 Apparent Specific Gravity(TEX-202F) $ 50.00 Each 820 Moisture Susceptibility Test(TEX 531-C) $ 350.00 Each 821 PMA Extraction/Gradation(ASTM D-2172) $ 200.00 Each 822 PMA Extraction/Gradation by Ignition(ASTM D-6307) $ 124.00 Each 900 Build-up Roof and Roof Fill: 901 Cut Out Roofing Sample Evaluation/Analysis(ASTM D-2928) $ 259.00 Each 902 Dry Density Test and 28-Day Compressive Strength Tests (ASTM C-495) $ 58.00 Each 903 Laboratory Preparation of Sample for Testing 1000 Soils Tests: 1001 Liquid and Plastic Limits:(Atterberg Limits)(ASTM D-4318) $ 45.00 Each 1002 Moisture Content Only(ASTM D-2216) $ 6.00 Each 1003 Mechanical Sieve Analysis,Through#200 Sieve(ASTM D-422) $ 42.00 Each 1004 Percent Passing#200 Sieve(ASTM D-1120) $ 35.00 Each 1005 Specific Gravity(ASTM D-854&D-204) $ 44.00 Each 1006 OMD Standard Compaction(ASTM D-698) $ 150.00 Each 1007 OMD Modified Compaction(ASTM D-1557) $ 160.00 Each 1008 OMD Lime or Cement Stabilized Soil(ASTM D-698,D-558,D-1557) $ 165.00 Each 1009 California Bearing Ratio(ASTM D-1883) $ 158.00 Each 1010 Percent Solids in Lime Slurry(ASTM D-2216) $ 32.00 Test 1011 Four Point Lime Content Recommendation Series(PI) $ 178.00 Test 1012 Cement Content of Freshly Mixed CSS Mixture(ASTM D-806) $ 230.00 Each 1014 Compressive Strength of CSS Sample,Including Molding, (ASTM D-1632,ASTM D-1633) $ 52.00 Each 1015 Maximum&Minimum Density(Sands)(ASTM D-4254) $ 156.00 Test 1016 Density and Moisture of Soil Sample $ 19.00 Each 1017 Unconfined Compression(ASTM D-2166) $ 33.00 Each 1018 Unconsolidated Undrained(ASTM D-2850) $ 46.00 Each 1019 Consolidation(One cycle)(ASTM D-2435) $ 265.00 Each 1020 Consolidation-Additional Increments $ 38.00 Each 1021 Ph of Soil(ASTM D-4972) $ 13.00 Each 1022 Optimum Lime Content Ph Method $ 173.00 Each 1023 Sieve Analysis-Base Materials(ASTM C-136) $ 70.00 Each 1024 Compressive Strength of Cement Stabilized Base Materials, (TEX-120E,ASTM D-2166) $ 190.00 Each 1025 Soil Shrinkage Factor(ASTM D-427) $ 46.00 Each 1026 One Dimensional Swell Cohesive Soils $ 215.00 Each 1027 Triaxial Testing By Quotation 1028 Permeability Test,Constant Head Method(ASTM D-2434) $ 170.00 Test 1029 Pinhole Test $ 210.00 Test 1030 Crumb Test(ASTM D-4647) $ 28.00 Each 1031 Double Hydrometer(ASTM D-4221) $ 130.00 Each 1032 Free Swell(FHA) $ 75.00 Each 1033 Soil Suction-Filter Paper Method $ 42.00 Each GEOTEST ENGINEERING, INC. 5600 Bintliff Drive Houston,Texas 77036 Tel(713)266-0588 CONSTRUCTION MATERIALS TESTING TESTING&INSPECTION FEE SCHEDULE CITY OF PEARLAND Page 4 of 4 1100 Subsurface Field Investigation: 1101 Intermittent 3-Inch Diameter(0-50FT) $ 13.50 Ft 1102 Intermittent 3-Inch Diameter(51 FT-1.00FT) $ 15.00 Ft 1103 Continuous 3-Inch Diameter(0-20FT) $ 15.00 Ft 1104 Boring over 1.00 Ft Additional Surcharge $ 5.00 Ft 1105 Wash Boring $ 7.00 Ft 1106 Auger Boring $ 8.00 Ft 1107 Undisturbed or Split Spoon Sample in Wash or Auger Borings $ 29.00 Each 1108 Grouting of Completed Bore Holes $ 4.00 Ft 1109 Boring Not Accessible By Truck Mounted Equipment,Surcharge $ 5.00 Ft 1110 Minimum Charge(to be used when charges are less than$575.00) $ 575.00 LS 1111 Mobilization/Demobilization $ 250.00 Project 1112 Piezometer Installation By Quotation 1113 THD Cone Penetration Test $ 20.00 Each 1114 AN Mobilization Surcharge $ 100.00 LS 1115 Portable Rig Drilling(Crew of two) $ 132.00 Hr 1116 Standby(Crew of two) $ 125.00 Hr 1117 Materials Cost+10% 1200 Sliplining and Manhole Rehabilitation: 1201 Micro Silica Content(Petrographic Analysis) By Quotation 1202 Coring/Drilling of Manhole Grout $ 45.00 Hole 1203 Coring of Gunite Panels(including compressive strength) $ 90.00 Core 1204 Thickness of Liner Materials(ASTM D-2122) Applicable Tech Rate 1205 Flexural Strength/Modulus of Elasticity of Liner Material $ 120.00 Coupon 1206 Holiday Testing Equipment Rental. $ 70.00 Trip 1207 Compressive Strength 3x 6 cyls(Elastizel)(ASTM D-790) $ 200.00 Set 1300 Reimbursable Expenses: 1300 Reimbursable Expenses Including Outside Testing,Equipment and Supplies Cost+10% GENERAL NOTE All services on an hourly basis(Items 6-16)will be charged at the applicable rate,from the time the technician/inspector leaves the Laboratory until he or she returns to the laboratory from the assignment. Hourly personnel overtimes rates will be changed for all hours worked over forty(40)hours per week,Monday through Sunday.