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RESPONSE - RFP - P1107 GEOTECHNICAL TESTING SERVICE
x b � x� a z � REQUEST FOR PROPOSAL PROPOSAL NO. P1107 GEOTECHNICAL TESTING SERVICES U Stroh Farm Subdivision Johnstown Colorado Client Ryland Homes 8100 East Maplewood Avenue Suite 100 Greenwood Village Colorado 80111 Reference Mr Bob Shearer Phone (303)486 5000 CTLIThompson Inc performed a preliminary geotechnical investigation to identify development concerns for construction of five phases of a single family residential neighborhood We performed construction observation and materials testing during the development of the site including compaction testing for site grading fill utility trench backfill and pavement subgrade concrete testing and asphalt testing We performed a soils and foundation for over 300 lots within the subdivision and performed foundation inspections during construction t-7.FT 1M1 7111=1 Windsor Colorado Client Town of Windsor Parks & Recreation Department 301 Walnut Street Windsor CID 80550 Reference Mr Wade Willis Phone (970)674 2456 CTLIThompson Inc performed construction observation and materials testing for several phases of the Boardwalk Park project in Windsor Colorado This included park improvements such as parking lot museum renovations concrete sidewalks a crusher fines trail concrete pans a plaza state and other miscellaneous concrete pads We had previously conducted a subgrade investigation and pavement design for the boat ramp and parking area and geotechnical investigations for phase 4 CITY OF FORT COLLINS CTLIT PROPOSAL NO FC 08 0075 T South Platte River, Globeville North Areas Denver Colorado Client Love & Associates Inc 800 Jefferson Avenue Suite B Louisville Colorado 800271872 Reference Ms Nancy B Love PE Phone (303)673 9795 The South Platte River protect involved the removal and replacement of a diversion dam thus making the river able to navigate kayaks In addition the protect entailed the design and construction of three total bridges over the river a railroad bridge a vehicle bridge (Franklin Street) and a pedestrian walk bridge CTLIThompson Inc performed several geotechnical investigations throughout the site performed construction observation and materials testing and provided continuous geotechnical consultation during construction CITY OF FORT COLLINS CTLIT PROPOSAL NO FC 08 0075 10 BID SCHEDULE ITEM DESCRIPTION NO Unit PRICE SOILS 101 Atterberg Limits Classification Liquid Limit Plastic Limit Plasticity Index Ea Test $ 60 102 Hveem Stabilometer R Value Ea $ 320 103 Proctor Standard Ea $ 80 104 Proctor Modified Ea $ 90 105 Proctor One Point Check Ea $ 30 106 PH Determination Ea $ 25 107 Nuclear Field Density Test 3 or More Tests Per Trip Ea Test $ 20 108 Nuclear Field Density Test Less Then 3 Tests Per Trip Ea Test $ 20 109 Sieve Analysis (Plus #4 Material) Ea Test $ 35 110 Sieve Analysis (Plus #4Material) (Minus #4 Material) Ea Test $ 35 111 Sieve Analysis (#4 to minus 200 Material) Ea Test $ 35 112 Organic Content for Top Soil Ea Test $ 30 113 Hydrometer Analysis Ea Test $ 60 CONCRETE Concrete Cylinders (Including sampling in Field Slump Unit 201 Weight Yield Air Content Temperature Casting Curing Testing and Reporting) Set of 4 $ 160 202 Additional Cylinder Per Cylinder $ 9 203 Compression Test (Cap Cure and Break FOB Lab) Ea Test $ 10 204 Concrete Beams (Including Sampling Set of 3 $ 160 205 Additional Beam Per Beam $ 35 206 Sand Equivalent (CP 30) Ea Test $ 75 ASPHALT 301 Sieve Analysis (Plus #4 Material) Ea Test $ 302 Sieve Analysis (Minus #4 Material) Ea Test $ 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 $ 80 306 Fractured Face Determination Ea Test $ 80 307 Flat and Elongated Particles Ea Test $ 80 308 Specific Gravity Maximum Theoretical for Air Voids (Rice) Ea Test $ 85 309 Lottman (TSR) Test Ea Test $ 325 310 Mix Design Bulk Unit Weight and Hveem Stability Verification Ea Test $ 210 311 Sand Equivalent Ea Test $ 75 312 Determination of Bitumen Content by Extraction Gradation Analysis Ea Sample of Extracted Aggregate (To be sampled by Consultant) $ 160 313 Determination of Bitumen Content by Extraction (To be Sampled Ea Sample by Consultant) $ 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) Calibration Ea $ 300 316 Nuclear Field Density Tests (3 or More Tests per Trip) Ea Test $ 20 317 Nuclear Field Density Tests (Less Than 3 Tests per Trip) Ea Test $ 20 318 Asphalt Plant Inspection Per Hour $ 100 319 Core Field Samples Per Hour $ 50 Per Inch $ 10 HOURLY RATES 401 Principal Engineer and/or Geologist Per Hour $ ion 402 Geotechnical Engineer/ Department Manager Per Hour $ 75 403 Senior Field Technician Per Hour $ 55 404 Field Technician Per Hour $ sn 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 submit any other testino services fmclude oricma) that vour Company orowdes Address el 3 51 L► -eA ,. Printed 67L P Awpt (CVO, gOSZx Phone 170 Zob L?495 Fax DO LOG 1441 E mad 2- L�-e k-14 tlu V-j i+ 19 c-+j t)Wf 50N COk,% Check One _ Individual Doing Business in Company Name _ Partnership X Corporation APPENDIX A FEE SCHEDULE Item # Description SOILS 101 Atterberg Limits Classification Liquid Limit Plastic Limit Plasticity Index 102 Hveem Stabilometer R Value 103 Proctor Standard 104 Proctor Modified 105 Proctor One Point Check 106 PH Determination 107 Nuclear Field Density Test (3 or More Tests Per Trip) 108 Nuclear Field Density Test Less Then 3 Tests Per Trip 109 Sieve Analysis (Plus #4 Material) 110 Sieve Analysis (#4 to minus 200 Material) 111 Organic Content for Top Soil 112 Hydrometer Analysis CONCRETE Revised 2/26/2008 2007 2008 Unit Price Unit Price Ea Test $58 82 Ea Test $60 00 Ea Test $320 85 Ea Test $320 00 Ea Test $80 21 Ea Test $80 00 Ea Test $90 91 Ea Test $90 00 Ea Test $32 09 Ea Test $30 00 Ea Test $32 09 Ea Test $25 00 Ea Test $16 04 Ea Test $20 00 Ea Test $21 39 Ea Test $20 00 Ea Test $37 43 Ea Test $35 00 $32 09 $35 00 Ea Test $32 09 Ea Test $30 00 Ea Test $64 17 Ea Test $60 00 201 Concrete Cylinders (Including sampling in Field Slump Unit Weight Yield Air Content Temperature Casting Curing Testing and Reporting) Set of 4 $149 73 Set of 4 $160 00 202 Additional Cylinder 203 Compression Test (Cap Cure and Break FOB Lab) 204 Concrete Beams (Including Sampling) 205 Additional Beam 206 Sand Equivalent (CP 30) ASPHALT 301 Sieve Analysis (Plus #4 Material) 302 Sieve Analysis (Minus #4 Material) 303 Specific Gravity and Absorption (Plus #4 Material) 304 Specific Gravity and Absorption (Minus #4 Material) 305 L A Abrasion Test 306 Fractured Face Determination 307 Flat and Elongated Particles Per Cylinder $9 63 Per Cylinder $9 00 Ea Test $1283 Ea Test Set of 3 $176 47 Set of 3 Per Beam $34 22 Per Beam Ea Test $85 56 Ea Test Ea Test $37 43 Ea Test Ea Test $32 09 Ea Test Ea Test $37 43 Ea Test Ea Test $37 43 Ea Test Ea Test $101 60 Ea Test Ea Test $12299 Ea Test Ea Test $122 99 Ea Test 308 Maximum Theoretical Specific Gravity for Air Voids (Rice) Ea Test 309 Lottman (TSR) Test Ea Test 310 Mix Design Bulk Unit Weight and Hveem Stability Verification Ea Test 311 Sand Equivalent Ea Test $85 56 Ea Test $363 63 Ea Test $213 90 Ea Test $85 56 Ea Test $10 00 $160 00 $35 00 $75 00 $35 00 $35 00 $35 00 $35 00 $80 00 $80 00 $80 00 $85 00 $325 00 $210 00 $75 00 1 of 9 APPENDIX A FEE SCHEDULE 2007 Item # Description Unit Price ASPHALT (Continued) Revised 2/26/2008 2008 Unit Price Determination of Bitumen Content by Extraction Gradation Analysis of Extracted Aggregate (To be sampled by 312 Consultant) Ea Sample $160 43 Ea Sample $160 00 Determination of Bitumen Content by Extraction (To be 313 Sampled by Consultant) Ea Sample $85 86 Ea Sample $80 00 Determination of Bitumen Content by Nuclear Gauge (To 314 be Sampled by Consultant) Ea Sample $85 56 Ea Sample $80 00 Ea Ea 315 Calibrate Nuclear Gauge(For a New Asphalt Mix) Calibration $320 85 Calibration $300 00 316 Nuclear Field Density Tests (3 or More Tests per Trip) Ea Test $16 04 Ea Test $20 00 317 Nuclear Field Density Tests (Less Then 3 Tests per Trip) Ea Test $21 39 Ea Test $20 00 318 Asphalt Plant Inspection Per Hour $53 48 Per Hour $100 00 319 Core Field Samples Per Hour $37 43 Per Hour $50 00 Per Inch Per Inch $10 00 HOURLY RATES 401 Principal Engineer and/or Geologist Per Hour $106 95 Per Hour $100 00 402 Geotechnical Engineer/ Department Manager Per Hour $74 87 Per Hour $75 00 403 Senior Field Technician Per Hour $58 82 Per Hour $55 00 404 Field Technician Per Hour $48 13 Per Hour $50 00 FIELD INVESTIGATION SERVICES 501 Drilling and Sampling with a 4 inch Auger Per Hour $133 69 Per Hour $135 00 502 Drilling and Sampling with Hollow Auger Per Hour $160 43 Per Hour $180 00 503 Drilling and Sampling with Track Mounted Rig Add Per Hour $48 13 Per Hour $40 00 504 Drilling and Sampling with Rotary Drill Add Per Hour $48 13 Per Hour $40 00 505 Shelby Tube Sample Ea Test $12 83 Ea Test $10 00 Drilling Rig Mobilization 506 Fort Collins Area Hourly Rate Hourly Rate 507 Outlying Areas Per Mile $2 03 Per Mile $2 00 508 Auto or Pickup Mileage (Out Of Town Mobilization) Per Mile $0 53 Per Mile $0 50 509 Labor Out Of Town Living Expenses Travel Costs Equipment Rental CONSTRUCTION OBSERVATION AND TESTING SERVICES 601 Drilled Pier Installation Per Hour $56 68 Per Hour $50 00 602 On Site Concrete Curing Service Quote on Quote on Request Request 603 Maturity Meter Curing Method Quote on Quote on Request Request 2 of 9 APPENDIX A FEE SCHEDULE 2007 Item # Description Unit Price CONSTRUCTION OBSERVATION AND TESTING SERVICES (CON T) Revised 2/26/2008 2008 Unit Price In Situ Concrete Pullout Tests 604 Insert Installation & Pull Test Per Hour $83 42 Per Hour $80 00 605 Inserts Ea Test $26 74 Ea Test $25 00 606 Floor Flatness (F F and F L and/or 10 Foot Straightedge) Per Hour $83 42 Per Hour $80 00 607 Reinforcement Placement Observation Per Hour $56 68 Per Hour $55 00 608 Masonry Special Inspection Per Hour $56 68 Per Hour $55 00 609 Weld & Bolt Inspection Per Hour $56 68 Per Hour $55 00 Post Tension 610 Strand Observation Per Hour $56 68 Per Hour $55 00 611 Elongation Measurements Per Hour $56 68 Per Hour $55 00 612 Sprayed on Fireproofing includes when required Thickness Measurements Density Per Sample Bond Per Test Per Hour $56 68 Per Hour $55 00 613 Report Review / Supervision for Construction Observation and Testing Services Per Report $42 78 Per Report $40 00 SPECIALISED TESTING AND SERVICES Geophysical Services Pier Integrity Profiles by Reflection or Refraction Resistivity Surveys Dynamic Soil Properties Specialized Testing Equipment Charges (Portable Drill Rig Pressuremeter Resistivity Photoionization Device Field Permeability Down Hole Moisture / Density Benkelman Beam Testing 701 Benkelman Beam and Operator Per Hour $117 65 Per Hour $120 00 702 Truck 18 kip axle load Per Hour $160 43 Per Hour $160 00 703 Transverse Profilograph Testing Per Hour $96 26 Per Hour $100 00 704 NDT Equipment (Pulse Velocity Windsor Probe Test System Pachometer Half Cell) Per Hour $26 74 Per Hour $30 00 LABORATORY SERVICES 801 Natural Moisture and Density Ea Test $5 35 Ea Test $5 00 802 Specific Gravity Ea Test $37 43 Ea Test $35 00 803 Unconfined Compression Ea Test $32 09 Ea Test $35 00 804 Unconfined Compression with Stress / Strain Curve Ea Test $42 78 Ea Test $45 00 805 One Dimensional Swell Test Ea Test $37 43 Ea Test $35 00 One Dimensional Swell Test with Load Back for Swell 806 Pressure Ea Test $48 13 Ea Test $40 00 807 Soil Suction per point Ea Test $42 78 Ea Test $40 00 One Dimensional Time Consolidation Test 808 Set up and Initial Load Ea Test $139 04 Ea Test $135 00 3 of 9 APPENDIX A Revised 2/26/2008 FEE SCHEDULE 2007 2008 Item # Description Unit Price Unit Price LABORATORY SERVICES (CON T) 809 Additional Increments Ea Test $37 43 Ea Test $35 00 Triaxial or Direct Shear Tests per point 810 Unconsolidated Undrained Ea Test $106 95 Ea Test $100 00 811 Consolidated Undrained Ea Test $352 94 Ea Test $350 00 812 Consolidated Undrained with Pore Pressure Ea Test $374 33 Ea Test $360 00 813 Relative Density (ASTM D 4253 and D 4254) Ea Test $155 08 Ea Test $150 00 814 California Bearing Ratio (3 Points) Ea Test $385 02 Ea Test $350 00 Permeability 815 Flexible Membrane (Triaxial Cell) Ea Test $385 02 Ea Test $350 00 816 Remolded Sample (Falling or Constant Head) Ea Test $235 29 Ea Test $225 00 817 Back Pressure Odeometer Ea Test $235 29 Ea Test $225 00 818 Water Soluble Sulfates Ea Test $37 43 Ea Test $40 00 819 pH Ea Test $32 09 Ea Test $30 00 Resistivity per Specimen (Natural Moisture and Saturated) 820 Ea Test $80 21 Ea Test $80 00 Rock Testing 821 Specific Gravity Ea Test $37 43 Ea Test $35 00 Two Cycle Slake Durability 822 per point Ea Test $85 56 Ea Test $80 00 Unconfined Compression per point 823 Peak Load Only Ea Test $96 26 Ea Test $90 00 With Stress / Strain Curve 824 Static E and Poissons Ratio Ea Test $160 43 Ea Test $150 00 825 Triaxial Compression NX per point Ea Test $117 65 Ea Test $110 00 With Stress / Strain Curve 826 Static E and Poissons Ratio Ea Test $235 29 Ea Test $225 00 LIQUID ASPHALT LABORATORY TESTING 901 Viscosity at 140E F Ea Test $90 91 Ea Test $85 00 902 Viscosity at 275E F Ea Test $90 91 Ea Test $85 00 903 Penetration Ea Test $64 17 Ea Test $60 00 904 Specific Gravity Ea Test $64 17 Ea Test $60 00 905 Softening Point Ea Test $90 91 Ea Test $90 00 906 Flash Point Ea Test $64 17 Ea Test $60 00 907 Ductility @ 77E F Ea Test $90 91 Ea Test $85 00 908 Ductility @ 39 4E F Ea Test $144 38 Ea Test $130 00 909 Solubility Ea Test $101 60 Ea Test $100 00 910 Dynamic Rheometer Ea Test $588 23 Ea Test $550 00 911 Polymer Compatibility Ea Test $962 56 Ea Test $950 00 912 Direct Tension Test Ea Test $454 54 Ea Test $450 00 913 Mixing / Compaction Temperatures Ea Test $267 38 Ea Test $250 00 914 Bending Beam Test Ea Test $427 80 Ea Test $400 00 915 Thin Film Oven Aging (Including Viscosities) Ea Test $235 29 Ea Test $225 00 916 Aging of Asphalt Cement Ea Test $235 29 Ea Test $225 00 917 Polymer / AC Blending Quote on Quote on Request Request 4 of 9 APPENDIX A Revised 2/26/2008 FEE SCHEDULE 2007 2008 Item # Description Unit Price Unit Price LIQUID ASPHALT LABORATORY TESTING (CON T) 918 Specimen Preparation and Miscellaneous Testing Ea Test $53 48 Ea Test $50 00 EMULSION TESTING 1001 Residue and Oil Distillate Ea Test $235 29 Ea Test $225 00 Test on Residue 1002 Penetration Ea Test $64 17 Ea Test $60 00 1003 Ductility @ 77E F Ea Test $90 91 Ea Test $90 00 1004 Solubility Ea Test $101 60 Ea Test $100 00 1005 Coating Ability and Water Resistance Ea Test $122 99 Ea Test $110 00 1006 Storage Stability Ea Test $122 99 Ea Test $110 00 1007 Sieve Test Ea Test $64 17 Ea Test $60 00 1008 Vialet Testing (per Time or Temperature) Ea Test $235 29 Ea Test $225 00 1009 Debonding Testing Ea Test $299 46 Ea Test $280 00 1010 Seal Coat Design Ea Test $1 28341 Ea Test $1 20000 ASPHALTIC CONCRETE TESTING 1101 SHRP or AAMS Mix Design Quote on Quote on Request Request 1102 Hveem Mix Design Ea Test $1 28341 Ea Test $1 20000 1103 Marshall Mix Design Ea Test $1 28341 Ea Test $1 20000 1104 Immersion Compression Ea Test $320 85 Ea Test $300 00 1105 Lottman (Tensile Strength Ratio) AASHTO Ea Test $363 63 Ea Test $350 00 1106 Lottman (Tensile Strength Ratio) Cyclic Ea Test $1 28341 Ea Test $1 200 00 1107 Gyratory Refusal Ea Test $160 43 Ea Test $150 00 1108 Indirect Tensile Creep Ea Test $160 43 Ea Test $150 00 1109 Indirect Tensile Strength Ea Test $160 43 Ea Test $150 00 1110 Stripping Test Ea Test $74 87 Ea Test $70 00 1111 Swell Test Ea Test $74 87 Ea Test $70 00 1112 Theoretical Maximum Density Ea Test $85 56 Ea Test $80 00 1113 Marshall Properties (Including Theoretical Maximum Density) Ea Test $213 90 Ea Test $200 00 1114 Hveem Properties (Including Theoretical Maximum Density) Ea Test $213 90 Ea Test $200 00 1115 Extraction and Gradation Ea Test $160 43 Ea Test $150 00 1116 Resilient Modulus Quote on Quote on Request Request 1117 Nuclear Asphalt content Gage Calibration Ea Test $320 85 Ea Test $300 00 1118 Asphalt by Nuclear Gage / or Ignition Oven Ea Test $85 56 Ea Test $80 00 1119 Core Density Ea Test $26 74 Ea Test $25 00 1120 Core / Lift Thickness Ea Test $26 74 Ea Test $25 00 1121 Sample Preparation Miscellaneous Testing Ea Test $53 48 Ea Test $50 00 5of9 APPENDIX A Revised 2/26/2008 FEE SCHEDULE 2007 2008 Item # Description Unit Price Unit Price AGGREGATE LABORATORY SERVICES Fine Coarse Fine Coarse 1201 Scratch Hardness $53 48 $50 00 1202 Gradation Analysis (per Fraction) $31 15 $37 43 $35 00 $35 00 1203 Passing No 200 Sieve $25 96 $26 74 $25 00 $25 00 1204 Organic Impurities $41 53 $40 00 $40 00 1205 Lightweight Particles $80 99 $83 42 $80 00 $80 00 1206 Clay Lumps and Friable Particles $70 61 $72 73 $70 00 $70 00 1207 Pop out of Lightweight Aggregates $213 90 $200 00 1208 5 Cycle Sodium Soundness $186 90 $192 51 $180 00 $180 00 1209 5 Cycle Magnesium Soundness $186 90 $192 51 $180 00 $180 00 1210 12 Cycle Sodium / Magnesium Soundness $238 82 $245 99 $200 00 $200 00 1211 Potential Reactivity (Chemical Method) $259 59 $267 38 $250 00 $250 00 1212 Potential Reactivity (Mortar Bar Method ASTM C227 C1260 & C1293) $493 22 $508 02 $450 00 $450 00 1213 Unit Weight $36 34 $37 43 $35 00 $35 00 1214 Specific Gravity and Absorption $36 34 $37 43 $35 00 $35 00 1215 Staining Test (Lightweight Aggregates $85 56 $80 00 1216 Flat and Elongated Pieces $122 99 $120 00 Los Angeles Abrasion 1217 Small Sized Aggregate $101 60 $100 00 1218 Moisture Content $18 69 $19 25 $15 00 $15 00 1219 Fractured Face Determination $285 55 $122 99 $250 00 $80 00 1220 Sand Equivalent $83 07 $70 00 1221 Freeze Thaw $249 21 $294 12 $225 00 $225 00 1222 Mill Abrasion $160 43 $150 00 1223 Petrographic Examination Quote on Quote on Request Request 1224 Crushing Per Hour $62 03 Per Hour $55 00 1225 Blending Sampling and Misc Testing Per Hour $72 73 Per Hour $55 00 1226 Gradation Analysis of Large Pit Run Samples (Larger than 1 inch) Per Hour $74 87 Per Hour $55 00 1227 Compressive Strength of Test Cylinders (Including Held or Untested Cylinders) Per Cylinder $9 63 Per Cylinder $9 00 CONCRETE LABORATORY SERVICES 1301 Compressive Strength of Test Cylinders Cast by Others Per Cylinder $19 25 Per Cylinder $20 00 1302 Preparation and Testing of Cores Per Hour Per Hour $55 00 1303 Density / Compressive Strength / Thickness Ea Test $42 78 Ea Test $40 00 1304 Flexural Strength Test of Beams (Including Held or Untested Beams) Ea Test $37 43 Ea Test $30 00 1305 Splitting Tensile Test of Cylinders Ea Test $37 43 Ea Test $30 00 Modulus of Elasticity Tests 1306 Frame Method (2 Cylinders) Per Set Ea Test $320 85 Ea Test $300 00 1307 Length Change of Hardened Cement Mortar and Concrete Per Set Ea Test $267 38 Ea Test $250 00 6of9 CTLITHOMPSON February 26 2008 City of Fort Collins Purchasing Division 215 North Mason Street 2n' Floor Fort Collins CO 80524 Attention Mr Rick Richter Project Manager Mr John D Stephen CPPO CPPB Senior Buyer Subject Proposal for Geotechnical Testing Services The City of Fort Collins Engineering Department Proposal No FC 08 0075 CTLIThompson Inc is pleased to present this proposal for Geotechnical Testing Services for the City of Fort Collins For preparation of this proposal we attended the pre proposal conference on February 11 2008 and examined the Request for Proposal (RFP) provided by the City Purchasing Department We also interviewed several employees of select departments within the City of Fort Collins including Engineering Park Planning, and Utilities in order to evaluate our performance during the past several years and to identify areas our firm could improve upon to provide you with the best service possible for years to come The feedback we got from our interviews was overwhelmingly good From these interviews your staff conveyed that the following items were deemed most important to the City of Fort Collins and thus we will focus this proposal on how we intend to approach each issue • TURNAROUND AND RESPONSE TIME FOR TESTING SERVICES • COMMUNICATION • EXPERIENCE The interview process also helped us identify areas our firm could improve upon We have discussed some of our proposed methods for improving upon these areas in our proposal We believe this integrated approach will set a precedent for the upcoming year by maintaining the open lines of communication between your team and ours This process has helped everyone involved to foresee any obstacles and determine the best method to overcome them which will result in projects completed in a timely and cost effective manner Thank you again for the opportunity to work with you this year and for your cooperation during the preparation of this proposal Respectfully Submitted CTL I THOMPSON, INC PricD ernt P E Manager of Field Services 351 Linden Street Suite 140 1 Fort Collins CO 80524 1 Phone 970 206 9455 1 Fax 970 206 9441 1 www ctlt com APPENDIX A Revised 2/26/2008 FEE SCHEDULE 2007 2008 Item # Description Unit Price Unit Price CONCRETE LABORATORY SERVICES ICON TI Laboratory Trial Mix Batches 1308 3 Point Curve Compressive Strength (Includes Engineering and Aggregate Testing for Gradation Specific Gravity & Absorption) Ea Test $2 032 07 Ea Test $2 000 00 1309 3 Point Curve Flexural Strength (Includes Engineering and Aggregate Testing for Gradation Specific Gravity & Absorption) Ea Test $2 13902 Ea Test $2 100 00 1310 Single Mix Compressive Strength (Includes Additional Mixes) Ea Test $374 33 Ea Test $350 00 1311 Single Mix Flexural Strength Ea Test $427 80 Ea Test $400 00 1312 Mix With Lightweight Aggregate (Additional Charge per mix (Aggregate Tests not Included)) Ea Test $53 48 Ea Test $50 00 1313 Roller Compacted Concrete Laboratory Trial Mix Quote on Quote on Request Request 1314 Chloride Content Ea Test Ea Test $60 00 1315 Petrographic Examination Quote on Quote on Request Request 1316 Laboratory Coring Per Hour $62 03 Per Hour $55 00 1317 Concrete Freeze / Thaw Per Set Ea Test $695 18 $680 00 1318 Admixture Qualification Quote on Quote on Request Request CEMENT AND FLY ASH SERVICES Cement 1401 Sulfate Expansion (ASTM C 452) Ea Test $588 23 Ea Test $550 00 1402 Compressive Strength Tests (6 Cubes / Mix) Ea Test $187 16 Ea Test $175 00 1403 Additional Cubes Ea Test $21 39 Ea Test $20 00 1404 Time of Setting (Gilmore or Vicat) Ea Test $149 73 Ea Test $140 00 1405 Density Ea Test $74 87 Ea Test $70 00 1406 Fineness by Blaine or No 325 Sieve (Air Permeability) Ea Test $85 56 Ea Test $80 00 1407 Early Stiffening (Paste Method) Ea Test $69 52 Ea Test $60 00 1408 Chemical Analysis Ea Test $245 99 Ea Test $240 00 1409 Autoclave Expansion Ea Test $181 82 Ea Test $175 00 1410 Air Content Ea Test $117 65 Ea Test $120 00 1411 Tensile Briquets Ea Test $352 94 Ea Test $300 00 1412 Cement Content of Hardened Concrete Ea Test $614 97 Ea Test $600 00 1413 ASTM C 150 Standard Properties Ea Test $641 71 Ea Test $650 00 Fly Ash 1414 Loss on Ignition Moisture Ea Test $80 21 Ea Test $80 00 1415 Fineness No 325 Sieve Ea Test $69 52 Ea Test $60 00 1416 Density Ea Test $74 87 Ea Test $70 00 1417 Chemical Analysis Ea Test $192 51 Ea Test $180 00 1418 Strength Activity (with Cement) Ea Test $187 16 Ea Test $180 00 1419 Drying Shrinkage (Mortar Bar Method) Per Set Ea Test $187 16 Ea Test $180 00 1420 Autoclave Expansion Per Set Ea Test $187 16 Ea Test $180 00 1421 Alkali Reactivity (Pyrex Glass) Ea Test $459 89 Ea Test $450 00 7of9 APPENDIX A FEE SCHEDULE Item # Description CEMENT AND FLY ASH SERVICES (CON T) Fly Ash (con t) 1422 Available Alkalies 1423 ASTM C 618 Standard Properties MASONRY LABORATORY SERVICES Revised 2/26/2008 2007 2008 Unit Price Unit Price Ea Test $13904 Ea Test $15000 Ea Test $534 76 Ea Test $525 00 Block 1501 Compressive Strength Tests Ea Test $37 43 Ea Test $35 00 1502 Q Block Test Series Ea Test $267 38 Ea Test $250 00 1503 British Shrinkage (3 Samples) Ea Test $320 85 Ea Test $300 00 1504 Dimensional Analysis Ea Test $42 78 Ea Test $40 00 1505 Fire Rating by UL 618 Ea Test $187 16 Ea Test $175 00 1506 Absorption Analysis Ea Test $42 78 Ea Test $40 00 1507 Block Freeze / Thaw 100 Cycle Ea Test $802 13 Ea Test $800 00 1508 Block Freeze / Thaw 200 Cycle Ea Test $1 17646 Ea Test $1 20000 Brick 1509 Compressive Strength Tests Ea Test $37 43 Ea Test $35 00 1510 Coefficient of Saturation Absorption Analysis Ea Test $42 78 Ea Test $40 00 1511 Initial Rate of Absorption Per Set Ea Test $74 87 Ea Test $75 00 1512 Dimensional Analysis Ea Test $37 43 Ea Test $35 00 1513 Modulus of Rupture (Flexural Strength) Ea Test $42 78 Ea Test $40 00 1514 Brick Freeze / Thaw 50 cycle ASTM C 67 Ea Test $449 19 Ea Test $425 00 Mortar and Grout 1515 Mortar Mix (6 Cubes Per Mix) Ea Test $187 16 Ea Test $175 00 1516 Water Retentivity Test Ea Test $80 21 Ea Test $80 00 1517 Compressive Strength Tests and Preparation of Field Sampled Mortar (6 Cubes) Ea Test $133 69 Ea Test $130 00 1518 Compressive Strength Tests and Preparation of Grout Cored from Block Ea Test $37 43 Ea Test $40 00 Masonry Prisms (8 inch Width) 1519 (Hollow Prisms Brick Ea Test $64 17 Ea Test $65 00 1520 Hollow Prisms Block 2 Course Maximum Ea Test $64 17 Ea Test $65 00 1521 Hollow Prisms Block Over 2 Courses Ea Test $90 91 Ea Test $90 00 1522 Grout Filled Prisms Brick Ea Test $90 91 Ea Test $90 00 1523 Grout Filled Prisms Block 2 Course Maximum Ea Test $74 87 Ea Test $75 00 1524 Grout Filled Prisms Block Over 2 Courses Ea Test $101 60 Ea Test $100 00 1525 Clay Tile Flexural Strength Quote on Quote on Request Request 1526 Clay Tile Absorption Analysis Quote on Quote on Request Request Masonry Prisms (10 inch or 12 inch Width) Add to Above Prices 1527 Hollow Prisms Ea Test $26 74 $30 00 1528 Grout Filled Prisms Ea Test $53 48 $60 00 1529 Laboratory Sawing of Specimens Per Hour $69 51 Per Hour $55 00 8of9 APPENDIX A FEE SCHEDULE 2007 Item # Description Unit Price STEEL LABORATORY SERVICES Revised 2/26/2008 2008 Unit Price 1601 Ultimate Tensile Strength Ea Test $96 26 Ea Test $90 00 1602 Percent Elongation Ea Test $10 70 Ea Test $10 00 1603 Yield Strength Ea Test $10 70 Ea Test $10 00 1604 Reduction of Area Ea Test $10 70 Ea Test $10 00 1605 Hollow or Circular Samples Ea Test $10 70 Ea Test $10 00 1606 Tensile Strength of Post Tension Strands Per Test Ea Test $96 26 Ea Test $90 00 9of9 Resume zge e• r. V-a.•III I I A I IN kyj r. I I .sA PROFESSIONAL SUMMARY Mr Leadbetter has over 13 years of varied geotechnical engineering experience He is based out of our Fort Collins, Colorado branch office and has worked on a diverse set of projects in the northern Colorado region Mr Leadbetter currently is a project engineer for geological and geotechnical explorations for residential, commercial and public works projects Mr Leadbetter's experience includes large bridge projects roadway and highway engineering embankment stability analysis soft soil remediation, design and installation of wicking drains, shallow and deep foundations for commercial and residential structures percolation testing and residential septic design, geologic reviews, insitu testing and full scale load tests PROJECT RELATED QUALIFICATIONS • Conducted geotechnical investigations for several municipalities including Loveland Fort Collins and Windsor • Managed geotechnical engineering services on hundreds of subsurface exploration projects for commercial and residential buildings bridges roadways and other structures • Designed pavement sections for numerous roadways and parking facilities • Has been involved in numerous municipal building design, construction and restoration projects PROJECT RESPONSIBILITIES Mr Leadbetter manages the Geotechnical department for our Fort Collins Branch He has over 13 years of varied geotechnical engineering experience and has worked on a diverse set of projects in the northern Colorado region Mr Leadbetter currently is overseeing geological and geotechnical explorations for residential commercial, and public works projects including utility installations pavement design and municipal earthworks Mr Leadbetter will serve as the protect manager for all geotechnical testing and design for this contract and provide design assistance to the field department CTLITHOMPSON Page 1 of 1 to - --D Manager of Field Services PROFESSIONAL SUMMARY Mr Bernhardt began his career with CTL Thompson in the Denver office in 1999 as a field technician In 2000 Mr Bernhardt was elevated to Staff Engineer with CTL Thompson responsible for conducting geotechnical investigations to provide earthwork drainage and foundation design recommendations for construction renovation or redevelopment of commercial and residential projects Eric is currently the Manager of Field Services at the Fort Collins branch office His duties include management and supervision of laboratory and field testing as well as observations and testing of soils asphalt concrete aggregates masonry welds bolts spray applied fireproofing and reinforcing steel PROJECT RELATED QUALIFICATIONS City of Fort Collins Geotechnical Services Ft Collins Colorado — Manager of Field Services for a variety of commercial and municipal projects for the City of Ft Collins Projects ranging from street over sizing and repair programs to site development for transportation and park improvements South Platte River Globeville North Areas Phase III Denver Colorado — Manager of Field Services for construction observation and materials testing Provided prompt responses to request for consultation regarding pile driving drilled pier installation dewatering concrete testing and soil stabilization Broomfield Water Tank at Interlocken Golf Course Broomfield Colorado — Project Engineer for engineering consultation Worked with Mr Bob Thompson PE to identify support conditions of a 6 MG water storage tank on spread footings that experienced leakage problems Duties included field exploration evaluation of subsurface conditions settlement analysis report preparation and consultation services including recommendations for remediation and observation of compaction grouting PROJECT RESPONSIBILITIES Mr Bernhardt will serve as the project manager and project engineer for the construction observation and testing services portion of these projects He will be responsible for the supervision of laboratory and field testing and inspections of soils asphalt concrete masonry welds bolts and concrete reinforcing steel He will oversee the day to day operations and quality of work while communicating regularly with the client regarding progress on the project CTLITHOMPSON Page 1 of 1 Resume Senor Engineenrig Technow PROFESSIONAL SUMMARY Having over 20 years of experience Mr Ellis worked for CTL I Thompson Inc from 1986 to 1995 and then returned in 2001 to present moving from the Denver to the Fort Collins office As an Engineering Technician his duties include testing and observation of fill and backfill, field and laboratory asphalt testing commercial and residential inspections, concrete testing, masonry testing, as well as structural steel weld and bolt observations Craig is responsible for supervising the field personnel and training the technicians He also compiles requests for services and generates a schedule for the technician staff PROJECT RELATED QUALIFICATIONS Supervised, trained and scheduled our technicians spanning the previous 20 years for numerous commercial and retail projects similar to the projects planned in Estes Park Colorado Is the primary contact for the City of Ft Collins contract which included soils asphalt, concrete rebar and fly ash inspections and testing services He coordinated with the Utility Streets, and paving departments at the City to complete inspections at various City jobs Completed a variety of soils and concrete testing commercial rebar and structural steel inspections and supervised and scheduled field technicians for a variety of projects including, but not limited to o Additions to Ayres Elementary, Campbell Elementary and Sterling High School, Sterling CO o YMCA of the Rockies Addition, Estes Park CO o Johnstown Elementary School Johnstown CO o ConAgra Facility, Greeley CO PROJECT RESPONSIBILITIES Mr Ellis will be our Lead Technician He will supervise our field and laboratory operations perform testing and inspections, schedule technicians, and be the primary contact with the City construction inspectors Craig began his career as an engineering technician with CTLIThompson, Inc in 1986 He is a Senior Engineering Technician with experience in construction materials testing, including asphalt and concrete pavements mix designs, as well as field and laboratory testing of concrete IF CTLITHOMPSON Page 1 of 1 Resume JENNIFER MICOLICHEK Lab Supervisor/ Senior Engineering Technician PROFESSIONAL SUMMARY Ms Micolichek joined CTL in 2001 as a Soils Lab Technician II In 2002 she became a Field Technician II and later that year was promoted to Lab Supervisor, Senior Engineering Technician As the Lab Supervisor, she oversees and coordinates soils lab testing, maintains lab records, performs calibrations trains technicians for lab testing, orders equipment and materials for testing and fills in for field testing when needed In 2005 Ms Micolichek began conducting storm water management site observations In 2007, she obtained her State Asbestos Certification and began performing asbestos inspections PROJECT RELATED QUALIFICATIONS • 7 years experience in soil testing both in the lab and field • High standard of quality control in the lab w/CDOT AASHTO/ASTM and Round Robin Inter Laboratory Testing Programs • Responsible for updating and maintaining laboratory personnel training yearly • Ms Micolichek provided the required periodic site observations for storm water management and erosion control at several residential subdivisions in Northern Colorado When corrective action was necessary she worked with project superintendents to help home builders comply with state and municipal storm water management regulations • Obtained State Asbestos Certification — perform asbestos inspections • Perform Air Quality Control Observations PROJECT RESPONSIBILITIES Ms Micolichek supervises most of our laboratory operations in the Fort Collins branch office Jennifer is familiar with ASTM and AASHTO laboratory standards and has performed or supervised our entire laboratory testing for the past several years CTLITHOMPSON Page 1 of 1 Rocky Mountain Asphalt Education Center Asphalt Technician Certification Program This certifies that CraiETu has successfully completed Certification Level A - Laydown Certification Level B - Plant Materials Control i Wj /111) 1 WMILM Director of Training and Member Services Expiration Date February 2009 OT 77�� � 'jocky Mountain Asphalt DEPARTMENT OF TRANSPORTATION Education Center NU S Department of Transportahon Federal Highway Administration / Y y� «6 �y IMW'i16 m AY 6v fI4S' r e t t46, 0 n e X a F Thud w to cettufy that CF�A�c��LLIS leaf completed the f k! baeuc trattung coulee on RadwMvz Safety and Ure of Nuclear Gauye r, held thou 7th day of June Ig 90 , held uz the City of Denver State of rN5laUC roe r r Colorado by CPN Company CPN/7 Z COMPANY AADlAr10N SAFErV0#XICEA 2830 F . r .d Mam"z Caldo a USA 94553 9 y %— ©c c — —_ _ o NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES Craig R Ellis HIGHWAY MATERIALS/I ASPHAL 11 CONCREI-Al CERT NO 78175 VALID THRU 04/01/2008 A/�lz- Cone re-I- C�r,9-cam -r- C��1 LLD q5 9Z 15 SCOPE OF SERVICES 3 FIRM CAPABILITIES 3 ASSIGNED PERSONNEL 4 PROJECT APPROACH 5 FEES & SERVICES g RELEVANT PROJECTS & REFERENCES 7 APPENDIX A BID SCHEDULE APPENDIX B RESUMES & CERTIFICATIONS CITY OF FORT COLLINS CTLIT PROPOSAL NO FC 08 0075 9 pT COLORADO DEPARTMENT OF y TRANSPORTATION w..a a Jennifer Nbcohchek N" 02/16/06 The person afensfied above has successfully completed an Emsmn Control Supennsw Training Program approved by the Colorado Deparonent of Transportabon I i A A 04 oww F .ebrx � Deq.emera dTran..Mmn c.l.ntl. b R.d RodWa Cmn.nq Cel.g. r u 0 t STATE OF COLORADO ASBESTOS CERTIFICATION* Colorado Department of Public Health and Environment Air Pollution Control Division This certifies that JENNIFER L MICOLICHEK Certification No 14586 has met the requirements of 2,5-7-507, C R S and Air Quality Control Commission Regulation No 8, Part B, and is hereby certified by the state of Colorado in the following discipline Building Inspector* Issued 10/30/2007 Expires on 10/30/2008 Aut�zed APCD Representative * This certificate is valid only with the possession of a current Division approved training course certiftcatton in the discipline specified above E B ii�i1�11/11/111i iY� /rrririi 11�1i10111111`,:V���ra i jl�liY111�1 \\�� rrdl i11�11111111i\\\ iirrri d `i �l���� �1./.1'1111+Y /� •r01o11�1/1�I�YY / s��1/�l�l�l/ll�i r/r .,1,/1/1/111ej0 \Y r /1i�11110`j/ �: No Text Environmental Training & COnsulting 2761 West Oxford Avenue #7 Englewood, CO 80110 (303)781-0422 CERTIFIES THAT This course meets the requirements of AQCC Reg #8 JENNUER L MICOLICHEK has successfully completed the EPA -APPROVED AHERA ASBESTOS COURSE for INSPECTOR and passed the required examination in that discipline This course is EPA -approved under Section 206 of the Toxic Substance Control Act (TSCA) Course Date No of hours Exam date Certificate No Expires 09/24 — 09/26/07 24 09/26/07 D0092607 - 11 Al 09/26/08 Authorized Signature nvalyd wathout raised seal 0 SCOPE OF SERVICES The RFP Indicates that in addition to the Annual Street Maintenance Program Minor Bridge Maintenance Program Pedestrian Access Program and Parks and Utilities Protects the City has the following street protects which may require geotechnical services over the next two years • North College Improvement Protect • Horsetooth Road and Ziegler Road roundabout • West Harmony Road Improvements • Ziegler Road Drake to Horsetooth We understand the Engineering Constructor Inspectors may need geotechnical services and or inspection services to help them resolve problems with private developments Some of the services required for the protects planned are pavement designs asphalt extraction and gradation sampling aggregate at the asphalt plant and borrow sources and running a gradation and physical property and strength tests on concrete and soils tests such as proctors and nuclear field density tests We understand the testing frequencies will be as specified in the Larimer County Urban Area Street Standards FIRM CAPABILITIES CTLIThompson Inc is a full service geotechnical structural materials and environmental engineering consulting firm Our corporate offices are located in Denver Colorado with branch offices in Fort Collins Colorado Springs Pueblo and Glenwood Springs Colorado We also have offices in Texas We have over 270 trained employees company wide and operate the most complete soils concrete and asphalt testing laboratories in the Rocky Mountain Region The Denver and Fort Collins offices have completed more than 40 000 protects in the past 35 years for federal state and municipal government entities as well as private sector clients Our Fort Collins operations include 33 engineers geologists technicians and support staff We participate in the AASHTO Materials Reference Laboratory (AMRL) the Cement and Concrete Reference Laboratory (CCRL) and the CDOT round robin proficiency sample programs to maintain a high level of performance and consistency Our laboratory has completed the AASHTO Accreditation Program We take great pride in training and educating all of our employees including technicians and engineering staff The technicians and engineers that will be assigned to City protects have certifications consistent with the requirements of the Larimer County Urban Area Street Standards Most of our technicians have also completed the necessary training and obtained the required certifications to cover state or CDOT funded protects for the city Most of our technicians have also completed the necessary training and obtained the required certifications to cover state or CDOT funded protects for the City Certifying agencies for engineering technicians include ACI CDOT CAPA NICET and WAQTC Our specific team their relevant experience and qualifications are described in more detail below in ASSIGNED PERSONNEL CITY OF FORT COLLINS CTLIT PROPOSAL NO FC 08 0075 1 ASSIGNED PERSONNEL CTLIThompson s experience is second to none and the engineering staff is above everyone else — 2007 Client Survey Our personnel assigned to this contract Bernhardt P E Mr Craig Ellis and M experience and protect responsibilities certifications can be found in Appendix B R B Chip' Leadbetter, III, P E s will Include Mr R B Chip Leadbetter III P E Mr Eric D Jennifer Micolichek A brief summary of the background for our team leaders is presented below Resumes and Mr Leadbetter manages the geotechnical department for our Fort Collins branch office He has over 13 years of varied geotechnical engineering experience and has worked on a diverse set of protects in the northern Colorado region Mr Leadbetter currently is overseeing geological and geotechnical explorations for residential commercial and public works protects including utility installations pavement design and municipal earthworks Mr Leadbetter will serve as the project manager for all geotechnical testing and design for this contract and provide design assistance to the field department Eric D Bernhardt, P E Mr Bernhardt manages the field department for our Fort Collins branch office He has worked with CTLIThompson Inc for more than 8 years Mr Bernhardt is a geotechnical engineer with extensive experience with expansive/collapsible soils compaction and stabilization of soils and quality control of field and laboratory procedures and personnel Eric will serve as the project manager for all field related testing and inspection services Eric will oversee the day to day testing reviewing, and reporting activities of the contract assisting Mr Ellis with coordinating schedules and serve as your consultant for engineering solutions to field related problems Craig Ellis Mr Ellis will be our Lead Technician He will supervise our field and laboratory operations perform testing and inspections schedule technicians and be the primary contact with the City construction inspectors Craig began his career as an engineering technician with CTLIThompson Inc in 1986 He is a Senior Engineering Technician with experience in construction materials testing including asphalt and concrete pavements mix designs as well as field and laboratory testing of concrete Jennifer Micolichek Ms Micolichek supervises most of our laboratory operations in the Fort Collins branch office Jennifer is familiar with ASTM and AASHTO laboratory standards and has performed or supervised our entire laboratory testing for the past several years CITY OF FORT COLLINS CTLIT PROPOSAL NO FC 08 0075 PROJECT APPROACH CTLIThompson offers reliability and the ability to complete the job in a timely manner 2007 Client Survey Our goal is to work as a team with our staff contractors and City personnel We believe the keys to successful projects include constant and open communication as well as a commitment to resolve problems as quickly after they arise as possible By assigning the right personnel and working together we can minimize delays and avoid disputes We understand and appreciate that the City is very concerned with turn around time on test results and response time to requests for testing Your primary contact to schedule testing services will be Mr Craig Ellis Based on our experience with providing services for the previous contract with the City and comments we received from several of your employees during our interview process we believe assigning a single scheduling contact is a key to successful coordination of City projects Mr Ellis will continue to Organize and coordinate the schedule for all of our field technicians He will be familiar with project locations technician capabilities time it takes to perform each type of inspection/test and project specifications for each one of your projects We will continue to furnish Nextel radios to your key people designated by the City to facilitate quick response Immediate response to requests for services and fast turnaround on laboratory tests and field test reports are of critical importance For routine testing of soil concrete asphalt or other construction materials our technicians will respond to your request within 1 hour of your request during normal working hours We will continue to have an on call person at our office that can respond to the City s requests However we appreciate prior day notice when possible Our technicians are routinely available Monday through Saturday 7 am to 6 pm however we can adjust to special circumstances or unusual schedules as needed Test results will be left on site and results communicated in person or by telephone to the project personnel immediately after the test completion One concern identified during our interview process was to modify our reporting to ensure we include a summary of test results that clearly states whether or not the test results are within specified limits included in the project specifications We will modify our tests results to include a conclusion portion where necessary We have had good success providing written test reports to City personnel in electronic format (pdf) We believe this has been a useful tool to reduce paper flow reduce time between test completion and receiving test reports and organization of test results We will continue to offer that service to the City however we are capable of providing written reports by fax or delivery of hard copies to the project site CITY OF FORT COLLINS CTLIT PROPOSAL NO FC 08 0075 FEES & SERVICES CTLIThompson has highly professional employees and a business philosophy that supports efficiency and cost effectiveness 2007 Client Survey The RFP Included a Bid Schedule for field work and laboratory tests commonly performed for City projects We also have capabilities to provide many other services that may or may not be needed as part of the scope of work for this contract Our unit rates for the items included in the Bid Schedule presented in the RFP and the additional services our firm can provide are located in Appendix A Our fees include labor mileage testing sampling reviewing typing or data processing and report writing for each service When calculating our proposed unit rates we considered the following time allowed for field tests excluding standby time Concrete Physical Property Tests Nuclear Asphalt Densities Nuclear Soils Densities Asphalt Content Sample 1 hrper test 15 min per test 15 min per test 30 min per test The unit rates presented in the Bid Schedule are the rates we propose for all work hours We will not charge an overtime rate or a different rate for weekend work For the purpose of this proposal we define standby time as time spent on a project site waiting for our test time exceeding 30 minutes Typically we have not billed standby time for City projects when providing our services for the past several years unless it has become excessive on a particular project If standby time becomes excessive we will notify the City representative at that time We will continue with our protocol as part of this agreement While providing services to the City over the past several years we understand there was some concern with matching invoiced services with our field reports summarizing the activities our technician performed during that particular site visit We propose to continue with electronic distribution of test reports shortly following the site visit while holding the hard copies and submitting the hard copies with an invoice monthly We will attach a hard copy of the report (same report that we previously scanned and emailed) summarizing our field activities for each line item presented on that month s invoice We believe this can help each of the City s Project Managers determine what is being invoiced During our partnership over the past several years we have continued to evolve and innovate our approach to providing service to the City An example of this was our transition to electronic reporting mid contract which improved the overall efficiency of and organization of your projects We want to stress that our intentions while providing service to the City for the life of this contract will not be stagnant we will continue to change and evolve with input from your people and our people CITY OF FORT COLLINS CTLIT PROPOSAL NO FC 08-0075 F RELEVANT PROJECTS & REFERENCES CTL offers depth and breadth A depth of expense and the breadth to get both large and small projects done — 2007 Client Survey City of Fort Collins Geotechmcal Testing Fort Collins Colorado Client City of Fort Collins Engineering Department P 0 Box 580 Fort Collins Colorado 80522 0580 Reference Mr Rick Richter Phone (970)221 6798 CTLIThompson Inc provided construction observation and materials testing services for the Annual Street Maintenance Program Minor Bridge Maintenance Program Pedestrian Access Program Concrete Rehabilitation Program and Parks and Utilities Projects associated with the City of Fort Collins improvements The City of Fort Collins has also utilized our geotechnical and environmental engineering services for many of their projects Our firm has been a part of the team since the beginning of 2003 We work with contractors as well as the City project managers and inspectors on a variety of challenging projects Lanmer County Non project Specific Contract Larimer County Colorado Client Larimer County 2555 Midpoint Dr Suite B Fort Collins CO 80525 Reference Mr Darrell Morrell Phone (970)498 5728 CTLIThompson Inc was selected to perform geotechnical consulting and materials testing on an on call basis for several construction projects per year beginning in year 2006 Larimer County Engineering has renewed our contract for the past 3 years and our relationship with that group has strengthened over that time period We perform laboratory testing field inspection and testing and provide support Larimer County inspectors Because our technicians are certified appropriately to cover state funded projects we have also performed all testing for these types of projects for the County CITY OF FORT COLLINS CTLIT PROPOSAL NO FC-08-0075 T Loveland Wastewater Treatment Plant Headworks Additions Loveland CO Client CH21M Hill 9191 South Jamaica Street Englewood Colorado 80522 0580 Reference Mr Steven R Polson Phone (303) 771 0900 CTLIThompson Inc performed a soils and foundation Investigation for the modifications and additions to the plant headworks The primary Improvements Included the construction of a vortex grit separator with a diameter of 18 feet a grit pump station an Influent pump station and a biofilter along with connecting pipelines channels along with water control and sampling structures In addition a bin style odor control system was constructed Services provided Included a soils and foundation Investigation Drilling and sampling borings to Identify the soils and bedrock for foundation design of various plant process and storage structures Recommendations were given for alternative foundations for the proposed additions and ancillary structures Project challenges • Performing subsurface testing within the limits of an operating wastewater treatment plant • Limited access with specialized drilling equipment • Utility avoidance • Personal safety training and safety equipment • Avoid disruptions to plant operations • Foundation recommendations in variable soils • Variable amounts of fill from previous construction • Project located in Big Thompson River valley deposits with variable support characteristics • Majority of structures are below grade with little tolerance for movement We are currently providing construction observation and materials testing services for this project CITY OF FORT COLLINS CTLIT PROPOSAL NO FC 08 0075