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Home My WebLink About132158 CTL/THOMPSON INC - CONTRACT - RFP - P878 GEOTECHNICAL TESTING SERVICE ANNUALPROFESSIONAL SERVICES AGREEMENT WORK ORDER TYPE THIS AGREEMENT made and entered into the day and year set forth below by and between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter referred to as the "City" and CTL/Thompson, Inc., hereinafter referred to as "Professional'. W ITNESSETH: In consideration of the mutual covenants and obligations herein expressed, it is agreed by and between the parties hereto as follows: Scope of Services. The Professional agrees to provide services in accordance with any project Work Orders, issued by the City. A blank sample of a work order is attached hereto as Exhibit "A", consisting of one (1) page and is incorporated herein by this reference. No Work Order shall exceed $50,000. The City reserves the right to independently bid any project rather than issuing a Work Order to the Professional for the same pursuant to this Agreement. 2. The Work Schedule. The services to be performed pursuant to this Agreement shall be performed in accordance with the Work Schedule stated on each Work Order. 3. Time of Commencement and Completion of Services. The services to be performed pursuant to this Agreement shall be initiated as specified on each Work Order. Time is of the essence. Any extensions of any time limit must be agreed upon in writing by the parties hereto. 4. Contract Period. This Agreement shall commence upon signing of this agreement, and shall continue in full force and effect until March 31, 2004, unless sooner terminated as herein provided. In addition, at the option of the City, the Agreement may be extended for additional one year periods not to exceed four (4) additional one year periods. Pricing changes shall be negotiated by and agreed to by both parties and may not exceed the Denver - Boulder CPI-U as published by the Colorado State Planning and Budget Office. Written notice of renewal shall be provided to the Service Provider and mailed no later than ninety (90) days prior to contract end. WOPSA 05101 4 FEE CTL/THOMPSON, INC. SCHEDULE - ADDITIONAL SERVICES Field Drilling and Sampling with a 4-inch Auger $125 / hour Investigation Drilling and Sampling with Hollow Auger 150 / hour Services Drilling and Sampling with Track -Mounted Rig Add 45 / hour Drilling and Sampling with Rotary Drill Cost + 15% Shelby Tube Sample 12 each Drilling Rig Mobilization Fort Collins Area Hourly Rate Outlying Areas 1.90 / mile Auto or Pickup Mileage (Out Of Town Mobilization) $ 0.50 / mile Labor, Out -Of -Town Living Expenses, Travel Costs, Equipment Rental Cost + 15% Construction Drilled Pier Installation 53 / hour Observation On Site Concrete Curing Service Quote on Request and Testing Maturity Meter Curing Method Quote on Request Services In Situ Concrete Pullout Tests Insert Installation & Pull Test 78 ! hour Inserts 25/each Floor Flatness (F F and F L and/or 10 Foot Straightedge) 78 / hour Reinforcement Placement Observation* 53 ! hour Masonry Special Inspection* 53 / hour Weld & Bolt Inspection 53 / hour Post Tension: Strand Observation' 53 / hour Elongation Measurements* 53 / hour Sprayed on Fireproofing includes, when required: 53 / hour Thickness Measurements, Density Per Sample, Bond Per Test Report Review / Supervision for Construction Observation and Testing Services 40 / report Overtime Charge Increase for work done on Saturday, Sunday and Holidays 10 / hour Specialized Geophysical Services Testing and Pier Integrity, Profiles by Reflection or Refraction, Resistivity Surveys, Services Dynamic Soil Properties Quote on Request Specialize Testing Equipment Charges (Portable Drill Rig, Pressuremeter, Resistivity, Photoionization Device, Field Permeability, Down -Hole Moisture / Density Quote on Request Benkelman Beam Testing Benkelman Beam and Operator $110/ hour Truck - 18 kip axle load 100 / hour Transverse Profilograph Testing 90 / hour Longitudinal Profilograph Testing Quote on Request NDT Equipment (Pulse -Velocity, Windsor Probe Test System, Pachometer, Half -Cell) 25 / hour Page 1 of 6 FEE CTUFFIOMPSON, INC SCHEDULE - ADDITIONAL SERVICES Natural Moisture and Density 5 Laboratory Specific Gravity 35 Services Unconfined Compression 30 Unconfined Compression with Stress / Strain Curve 40 One -Dimensional Swell Test 35 One -Dimensional Swell Test with Load Back for Swell Pressure 45 Soil Suction, per point 40 One -Dimensional Time Consolidation Test Set up and Initial Load 130 Additional Increments 35 Triaxial or Direct Shear Tests, per point Unconsolidated-Und rained 100 Consolidated-Undrained 330 Consolidated-Undrained with Pore Pressure 350 Relative Density (ASTM D 4253 and D 4254) 145 California Bearing Ratio (3 Points) 360 Permeability Flexible Membrane (Triaxial Cell) 360 Remolded Sample (Falling or Constant Head) 220 Back Pressure Odeometer 220 Water Soluble Sulfates 35 pH 30 Resistivity, per Specimen (Natural Moisture and Saturated) 75 Rock Testing Specific Gravity 35 Two -Cycle Slake -Durability, per point 80 Unconfined Compression, per point Peak Load Only 90 With Stress / Strain Curve, Static E and Poisson0s Ratio 150 Triaxial Compression-NX per point 110 With Stress / Strain Curve, Static E and Poisson0s Ratio 220 Point Load Test 25 Environmental Services Environmental Assessment, Remediation Design, Underground Storage Tanks, Geochemical Testing, Environmental Drilling and Sampling, Methane Hazard Quote on Request Radon Testing Screening - Carbon Canister (1) $ 100 Follow -up -Alpha Track Detector (1) 95 Additional Canisters / Detectors 25 Page 2 of 6 FEE CTUTHOMPSON, INC. SCHEDULE - ADDITIONAL SERVICES Liquid Viscosity at 140, F $ 85 Asphalt Viscosity at 275, F 85 Laboratory Penetration 60 Testing Specific Gravity 60 Softening Point 85 Flash Point 60 Ductility @ 77, F 85 Ductility @ 39.4' F 135 Solubility 95 Dynamic Rheometer 550 Polymer Compatibility 900 Direct Tension Test 425 Mixing / Compaction Temperatures 250 Bending Beam Test 400 Thin Film Oven Aging (Including Viscosities) 220 Aging of Asphalt Cement 220 Polymer / AC Blending Quote on Request Specimen Preparation and Miscellaneous Testing 50 / hour Emulsion Residue and Oil Distillate $ 220 Testing Test on Residue Penetration 60 Ductility @ 77' F 85 Solubility 95 Coating Ability and Water Resistance 115 Storage Stability 115 Sieve Test Vialet Testing (per Time or Temperature) 60 Debonding Testing 220 Seal Coat Design 280 1,200 Asphalt SHRP or AAMS Mix Design Quote on Request Concrete Hveem Mix Design $1,200' Testing Marshall Mix Design 1,200* Immersion Compression 300 Lottman (Tensile Strength Ratio) AASHTO 340 Lottman (Tensile Strength Ratio) Cyclic 1,200 Gyratory Refusal 150 Indirect Tensile Creep 150 Indirect Tensile Strength 150 Stripping Test 70 Swell Test 70 Theoretical Maximum Density 80 Marshall Properties (Including Theoretical Maximum Density) 200 Hveem Properties (Including Theoretical Maximum Density) 200 Extraction and Gradation 150 Resilient Modulus Quote on Request Nuclear Asphalt content Gage Calibration 300 Asphalt by Nuclear Gage / or Ignition Oven 80 Core Density 25 Core / Lift Thickness 25 Sample Preparation, Miscellaneous Testing 50 / hour Does not include engineering of special problems or multiple gradations or AC types. There are additional charges for AC or aggregate additives FEE CTL/THOMPSON, INC. SCHEDULE - ADDITIONAL SERVICES Aggregates Coarse Fine Laboratory Scratch Hardness $ 50 $ --- Services Gradation Analysis (per Fraction) 35 30 Passing No. 200 Sieve 25 25 Organic Impurities — 40 Lightweight Particles 78 78 Clay Lumps and Friable Particles 68 68 Pop -out of Lightweight Aggregates 200 — 5-Cycle Sodium Soundness 180 180 5-Cycle Magnesium Soundness 180 180 12-Cycle Sodium / Magnesium Soundness 230 230 Potential Reactivity (Chemical Method) 250 250 Potential Reactivity (Mortar Bar Method ASTM C227, C1260 & C1293) 475 475 Unit Weight 35 35 Specific Gravity and Absorption 35 35 Staining Test (Lightweight Aggregates 80 _ Flat and Elongated Pieces 115 Los Angeles Abrasion Small -Sized Aggregate 95 --- Moisture Content 18 18 Fractured Face Determination 115 275 Sand Equivalent --- 80 Freeze -Thaw 275 240 Mill Abrasion 150 --- Petrographic Examination Quote on Crushing Request Blending, Sampling and Miscellaneous Testing 58 /hour 65 / hour Gradation Analysis of Large Pit -Run Samples (Larger than 10 inch) 70/hour --- Compressive Strength of Test Cylinders (Including OHeIdO or Untested Cylinders) $ 9 Concrete Compressive Strength of Test Cylinders Cast by Others 18 Laboratory Preparation and Testing of Cores Services Density / Compressive Strength / Thickness 40 Flexural Strength Test of Beams (Including OHeldO or Untested Beams) 35 Splitting Tensile Test of Cylinders 35 Modulus of Elasticity Tests Frame Method (2 Cylinders) Per Set 300 Length Change of Hardened Cement, Mortar and Concrete Per Set 250 Laboratory Trial Mix Batches 3 Point Curve, Compressive Strength (Includes Engineering and Aggregate Testing for Gradation Specific Gravity & 1900 Absorption 3 Point Curve, Flexural Strength (Includes Engineering and Aggregate Testing for Gradation Specific Gravity & 2000 Absorption Single Mix Compressive Strength (Includes Additional Mixes) 350 Single Mix Flexural Strength 400 Mix With Lightweight Aggregate (Additional Charge per mix (Aggregate Tests not 50 Included)) Roller Compacted Concrete Laboratory Trial Mix Quote on Chloride Content Request Petrographic Examination 60 Quote on Request Laboratory Coring 58 / hour Concrete Freeze / Thaw Per Set 650 Admixture Qualification Quote on Request FEE CTL/THOMPSON, INC. SCHEDULE - ADDITIONAL SERVICES Cement and Cement: Fly Ash Sulfate Expansion (ASTM C 452) $550 Laboratory Compressive Strength Tests (6 Cubes / Mix) $ 175 Services Additional Cubes 20 Time of Setting (Gilmore or Vicat) 140 Density 70 Fineness by Blaine or No. 325 Sieve (Air Permeability) 80 Early Stiffening (Paste Method) 65 Chemical Analysis 230 Autoclave Expansion 170 Air Content 110 Tensile Briquets 330 Cement Content of Hardened Concrete 575 ASTM C 150, Standard Properties 600 Fly Ash: Loss on Ignition, Moisture 75 Fineness, No. 325 Sieve 65 Density 70 Chemical Analysis 180 Strength Activity (with Cement) 175 Drying -Shrinkage (Mortar Bar Method) Per Set 175 Autoclave Expansion Per Set 175 Alkali Reactivity (Pyrex Glass) 430 Available Alkalies 130 ASTM C 618, Standard Properties 500 Masonry Block: Laboratory Compressive Strength Tests $ 35 Services Q-Block Test Series 250 British Shrinkage (3 Samples) 300 Dimensional Analysis 40 Fire Rating by UL 618 175 Absorption Analysis 40 Block Freeze / Thaw, 100 Cycle 750 Block Freeze / Thaw, 200 Cycle 1100 Brick: Compressive Strength Tests 35 Coefficient of Saturation, Absorption Analysis 40 Initial Rate of Absorption Per Set 70 Efflorescence Per Set 70 Dimensional Analysis 35 Modulus of Rupture (Flexural Strength) 40 Brick Freeze / Thaw, 50 cycle, ASTM C 67 420 FEE CTL/IHOMPSON, INC. SCHEDULE - ADDITIONAL SERVICES Masonry Mortar and Grout: Laboratory Mortar Mix (6 Cubes Per Mix) $ 175 Services Water Retentivity Test 75 Compressive Strength Tests and Preparation of Field - Sampled Mortar (6 Cubes) 125 Compressive Strength Tests and Preparation of Grout Cored from Block 35 Masonry Prisms (8-inch Width) Hollow Prisms, Brick $60 Hollow Prisms, Block - 2 Course Maximum 60 Hollow Prisms, Block - Over 2 Courses 85 Grout -Filled Prisms, Brick 85 Grout -Filled Prisms, Block - 2 Course Maximum 70 Grout -Filled Prisms, Block - Over 2 Courses 95 Clay Tile, Flexural Strength Quote on Request Clay Tile, Absorption Analysis Quote on Request Masonry Prisms (10-inch or 12-inch Width), Add to Above Prices Hollow Prisms +25 Grout -Filled Prisms +50 Laboratory Sawing of Specimens 65 / hour Steel Ultimate Tensile Strength $ 90 Laboratory Percent Elongation +10 Services Yield Strength +10 Reduction of Area +10 Hollow or Circular Samples +10 Tensile Strength of Post Tension Strands Per Test 90 Page 6 of 6 5. Early Termination by City/Notice. Notwithstanding the time periods contained herein, the City may terminate this Agreement at any time without cause by providing written notice of termination to the Professional. Such notice shall be delivered at least fifteen (15) days prior to the termination date contained in said notice unless otherwise agreed in writing by the parties. All notices provided under this agreement shall be effective when mailed, postage prepaid and sent to the following address: Professional: City: With copy to: CTL/Thompson, Inc. City of Fort Collins, Purchasing City of Fort Collins, Engineering 375 E. Horsetooth Rd. P.O. Box 580 P.O. Box 580 Bldg. 3, Suite 100 Ft. Collins, CO 80522 Ft. Collins, CO 80522 Ft. Collins, CO 80525 Attn: John Stephen Attn: Rick Richter In the event of any such early termination by the City, the Professional shall be paid for services rendered prior to the date of termination subject only to the satisfactory performance of the Professional's obligations under this Agreement. Such payment shall be the Professional's sole right and remedy for such termination. 6. Design, Project Insurance and Insurance Responsibility. The Professional shall be responsible for the professional quality, technical accuracy, timely completion and the coordination of all services rendered by the Professional, including but not limited to designs, plans, reports, specifications, and drawings and shall, without additional compensation, promptly remedy and correct any errors, omissions, or other deficiencies. The Professional shall indemnify, save and hold harmless the City its officers and employees, in accordance with Colorado law, from all damages whatsoever claimed by third parties against the City and for the City's costs and reasonable attorneys fees arising directly or indirectly out of the Professional's negligent performance of any of the services furnished under this Agreement. The Professional shall maintain commercial general liability insurance in the amount of $1,000,000 combined single limits. 7. Compensation. In consideration of services to be performed pursuant to this WOPSA 05/01 5 Agreement, the City agrees to pay Professional on a time and reimbursable direct cost basis designated in Exhibit "B", consisting of nine (9) pages, attached hereto and incorporated herein by this reference. At the election of the City, each Work Order may contain a maximum fee, which shall be negotiated by the parties hereto for each such Work Order. Monthly partial payments based upon the Professional's billings and itemized statements are permissible. The amounts of all such partial payments shall be based upon the Professional's City -verified progress in completing the services to be performed pursuant to the Work Order and upon approval of the Professional's direct reimbursable expenses. Final payment shall be made following acceptance of the work by the City. Upon final payment, all designs, plans, reports, specifications, drawings, and other services rendered by the Professional shall become the sole property of the City. 8. City Representative. The City will designate, prior to commencement of work, its project representative who shall make, within the scope of his or her authority, all necessary and proper decisions with reference to the project. All requests for contract interpretations, change orders, and other clarification or instruction shall be directed to the City Representative. 9. Monthly Report. Commencing thirty (30) days after Notice to Proceed is given on any Work Order and every thirty days thereafter, Professional is required to provide the City Representative with a written report of the status of the work with respect to the Work Order, Work Schedule and other material information. Failure to provide any required monthly report may, at the option of the City, suspend the processing of any partial payment request. 10. Independent Contractor. The services to be performed by Professional are those of an independent contractor and not of an employee of the City of Fort Collins. The City shall not be responsible for withholding any portion of Professional's compensation hereunder for the payment of FICA, Workers' Compensation, other taxes or benefits or for any other purpose. 11. Personal Services. It is understood that the City enters into this Agreement based on the special abilities of the Professional and that this Agreement shall be considered as an WOPSA 05/01 6 agreement for personal services. Accordingly, the Professional shall neither assign any responsibilities nor delegate any duties arising under this Agreement without the prior written consent of the City. 12. Acceptance Not Waiver. The City's approval of drawings, designs, plans, specifications, reports, and incidental work or materials furnished hereunder shall not in any way relieve the Professional of responsibility for the quality or technical accuracy of the work. The City s approval or acceptance of, or payment for, any of the services shall not be construed to operate as a waiver of any rights or benefits provided to the City under this Agreement. 13. Default. Each and every term and condition hereof shall be deemed to be a material element of this Agreement. In the event either party should fail or refuse to perform according to the terms of this agreement, such party may be declared in default . 14. Remedies. In the event a party has been declared in default, such defaulting party shall be allowed a period often (10) days within which to cure said default. In the event the default remains uncorrected, the party declaring default may elect to (a) terminate the Agreement and seek damages; (b) treat the Agreement as continuing and require specific performance; or (c) avail himself of any other remedy at law or equity. If the non -defaulting parry commences legal or equitable actions against the defaulting party, the defaulting party shall be liable to the non -defaulting party for the non -defaulting party's reasonable attorney fees and costs incurred because of the default. 15. Binding Effect. This writing, together with the exhibits hereto, constitutes the entire agreement between the parties and shall be binding upon said parties, their officers, employees, agents and assigns and shall inure to the benefit of the respective survivors, heirs, personal representatives, successors and assigns of said parties. 16. Law/Severability. The laws of the State of Colorado shall govern the construction, interpretation, execution and enforcement of this Agreement. In the event any provision of this WOPSA 05/01 7 Agreement shall be held invalid or unenforceable by any court of competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision of this Agreement. THE CITY OF FORT COLLINS, COLORADO By: 1 g L Joh . Fischbach By: I ST: Date 1�1 M City Clerk ATTEEi Corporate S etary WOPSA 05/01 Manager es B. O'Neill II, CPPO, FNIGP ector of Purchasing &Risk Management : 2,fD� CTL/T�hjoommpson, Inc. By: two MP��v��Ett Title:REs�n�T CORPORATE PRESIDENT OR VICE PRESIDENT Date: ?j�Z1`03 (Corporate Seal) EXHIBIT "A" WORK ORDER FORM PURSUANT TO AN AGREEMENT BETWEEN THE CITY OF FORT COLLINS AND DATED: Work Order Number: Purchase Order Number: Project Title: Commencement Date: Completion Date: Maximum Fee: (time and reimbursable direct costs Project Description: Scope of Services: Acceptance Professional agrees to perform the services identified above and on the attached forms in accordance with the terms and conditions contained herein and in the Professional Services Agreement between the parties. In the event of a conflict between or ambiguity in the terms of the Professional Services Agreement and this work order (including the attached forms) the Professional Services Agreement shall control. Professional By: Date: The attached forms consisting of _ (_) WOPSA 05/01 1 User pages are hereby accepted and incorporated herein, by this reference, and Notice to Proceed is hereby given. City of Fort Collins By: Director of Purchasing and Risk Management Date: EXHIBIT B TABLE 2 FEE SCHEDULE Item # Description Unit Price SOILS 101 Atterberg Limits; Classification Liquid Limit, Plastic Limit, Plasticity Index Ea. Test $ 55 102 Hveem Stabilometer - "R" Value Ea. $ 300 103 Proctor - Standard Ea. $ 75 104 Proctor - Modified Ea. $ 85 105 Proctor - One Point Check Ea. $ 30 106 PH Determination Ea. $ 30 107 Nuclear Field Density Test 3 or More Tests Per Trip Ea. Test $ 15 108 Nuclear Field Density Test, Less Then 3 Tests Per Trip Ea. Test $ 20 109 Sieve Analysis - (Plus #4 Material) Ea. Test $ 35 111 Sieve Analysis - (#4 to minus 200 Material) Ea. Test $ 30 112 Organic Content for Top Soil Ea. Test $ 30 113 Hydrometer Analysis Ea. Test $ 60 CONCRETE - 201 Concrete Cylinders (Including sampling in Field, Slump, Unit Weight, Yield, Air Content, Temperature, Casting, Curing Testing and Reporting) Set of 4 $ 140 202 Additional Cylinder Per Cylinder $ 9 203 Compression Test (Cap, Cure and Break FOB Lab) Ea. Test $ 12 204 Concrete Beams (Including Sampling) Set of 3 $ 165 205 Additional Beam Per Beam $ 32 206 Sand Equivalent (CP-30) Ea. Test $ 80 ASPHALT 301 Sieve Analysis - (Plus #4 Material) Ea. Test $ 35 302 Sieve Analysis - (Minus #4 Material) Ea. Test $ 30 303 Specific Gravity and Absorption (Plus #4 Material) Ea. Test $ 35 304 Specific Gravity and Absorption (Minus #4 Material) Ea. Test $ 35 305 L.A. Abrasion Test Ea. Test $ 95 306 Fractured Face Determination Ea. Test $ 115 307 Flat and Elongated Particles Ea. Test $ 115 308 Maximum Theoretical Specific Gravity for Air Voids (Rice) Ea. Test $ 80 309 Lottman (TSR) Test Ea. Test $ 340 CL• 310 Mix Design Bulk Unit Weight and Ffveem Stability Verification Ea. Test $ 200 311 Sand Equivalent Ea. Test $ 80 312 Determination of Bitumen Content by Extraction, Gradation Analysisof Extracted Aggregate (To be sampled by Consultant) Ea. Sample $ 150 313 Determination of Bitumen Content by Extraction (To be Sampled by Consultant) Ea. Sample $ 80 314 Determination of Bitumen Content by Nuclear Gauge (To be Sampled by Consultant) Ea. Sample $ 80 315 Calibrate Nuclear Gauge(For a New Asphalt Mix) Ea. Calibration $ 300 316 Nuclear Field Density Tests (3 or More Tests per Trip) Ea. Test $ 15 317 Nuclear Field Density Tests (Less Then 3 Tests per Trip) Ea. Test $ 20 18 Asphalt Plant Inspection Per Hour $ 50 319 Core Field Samples Per Hour $ 35 Per Inch $ - HOURLY RATES 401 Principal Engineer and/or Geologist Per Hour $ 100 402 Geotechnical Engineer/ Department Manager Per Hour $ 70 403 Senior Field Technician Per Hour $ 55 404 Field Technician Per Hour $ 45 NOTE: All prices shall include labor, mileage, testing, sampling, reviewing, typing and report writing as needed for each service. The above listed items indicate the most frequently used tests. Please ubmit any c er test g services (include pricing) that your Company provides. Signed Printed—CROuAtK A C-tt-p*-L Company C7 L.&ttowA. PSoW tTNC . Address375 E HflRsr"rocrref RD gW 4 3 S-ce loot PT CO L�ILVS Co 80s'25' Phone 970-"-995'5_ Fax 9b?s16 • 94W E-mail 7 e iLZ) C41441sK Q n.ta► Check One Individual Doing Business in Company Name Partnership j-Corporation APPENDIX D Fee Schedule - Additional Service Capabilities CITY OF FORT COLLINS GEOTECHNICAL TESTING SERVICES CTLIT PROPOSAL NO. 02-294(F)