SUBMITTED BY:
Geocon West, Inc.
24711 Redlands Blvd, Unit A
Loma Linda, CA 92354
909.894.2175
www.geoconinc.com
Neal Berliner, PE, GE, President
Principal Engineer
COST
PROPOSAL
GEOTECHNICAL SERVICES FOR ETIWANDA AVENUE AND
SLOVER AVENUE/AIRPORT DRIVE INTERSECTION
IMPROVEMENT PROJECT DE-24-195-SQ-23
SEPTEMBER 17, 2026, 2:00 PM
SUBMITTED TO:
City of Fontana, Purchasing Division
8353 Sierra Avenue
Fontana, CA 92335
Attention: Elia Alvarez
Portland Cement Concrete (Excludes Signal Pole
Foundations) Rate Units / Hours Total
Sampling of Fresh Portland Cement Concrete (Required
when performing the following tests: ASTM C143, C173,
C231, C138, C191, C266, CT515, CT530)
$188.65 56 $10,564.40
Compressive Strength Testing of Portland Cement
Concrete (Each test shall include four - 6”x12” cylinders; Molding and Curing shall be per ASTM C31 and shall be
included in this cost for this item; Bid is per each
cylinder obtained; Assumes 8 total tests)
$30.00 32 $960.00
Slump of Portland Cement Concrete Included** 16 na
Air Content of Portland Cement Concrete Included** 16 na Unit Weight Yield of Portland Cement Concrete Included** 16 na Setting of Mortar of Portland Cement Concrete Included** 16 na Mortar Cube Test for Portland Cement Concrete $90.00 16 $1,440.00 Drying Shrinkage for Portland Cement Concrete $395.00 16 $6,320.00 Gradation and Percentage Wear of Crushed Rock and $200.00 4 $800.00 Cleanness Value of Coarse Aggregate for Portland $165.00 4 $660.00 Percentage Wear of Coarse Aggregate for Portland $200.00 4 $800.00 Specific Gravity of Coarse Aggregate for Portland $125.00 4 $500.00 Organic Impurities of Sand for Portland Cement $75.00 4 $300.00 Sand Equivalent/ Moving Average of Sand for Portland $110.00 4 $440.00 Soundness of Sand for Portland Cement Concrete $410.00 4 $1,640.00 $24,424.40
Cast-In-Place Drilled Holes (CIDH) (Traffic Signal Pole & Street Light Foundations)
Sieve Analysis for Aggregate (Fine /Coarse) for Portland Cement Concrete 150 1 $150.00
Cleanness Value for Aggregate (Coarse) for Portland
Cement Concrete 165 1 $165.00
Sand Equivalent for Aggregate (Fine) 110 1 $110.00
Sampling of Fresh Portland Cement Concrete (Required
when performing the following tests: ASTM C143, C173,
C231, C138, C191, C266, CT515, CT530)
188.65 4 $754.60
Slump/Penetration Test for Portland Cement Concrete Included** 10 na Compressive Strength Testing of Portland Cement
Concrete (Each test shall include four - 6”x12” cylinders; Molding and Curing shall be per ASTM C31 and shall be
included in this cost for this item; Bid is per each
cylinder obtained; Assumes 13 total tests)
30 52 $1,560.00
$2,739.60
Asphalt Concrete Pavement
HVEEM Stability Test (S-Value) of Asphalt Concrete $200.00 4 $800.00 Combined Aggregate Gradation of Asphalt Concrete
(AC) $150.00 4 $600.00
Asphalt Binder Content/ Gradation $150.00 4 $600.00
Asphalt Concrete (AC) Field Density Test $187.73 144 $27,033.12 Asphalt Concrete (AC) Lab Density Test $200.00 2 $400.00 $29,433.12
Subgrade / Trench Backfill (Native Soil)
Laboratory Maximum Density Testing of Native Soil 250 2 $500.00 Field Density/Relative Compaction of Native Soil 187.73 560 $105,128.80 $105,628.80
** Included with Special Inspection Hourly Rate
Laboratory
27 28
Laboratory
Engineering Field Technician*
SUBTOTAL:
16 17
18 19
20 21
Laboratory
Laboratory
Laboratory
Special Inspector*
Laboratory
14 Laboratory
Laboratory
Laboratory
Laboratory
Laboratory
Laboratory
Laboratory
Laboratory
Laboratory
Laboratory
Laboratory
Laboratory
Laboratory
9 10
11 12
13 4
5 6
7 8
SUBTOTAL:
COST ESTIMATE SHEET
City of Fontana Etiwanda Avenue and Slover Avenue / Airport Drive Intersection Improvement Project Fontana, California
Personnel
Special Inspector*
Proposal
Item No.
1 GEOTECHNICAL SOILS AND MATERIALS TESTING SERVICES
15 Laboratory
2 3
22 23
24 25
SUBTOTAL:
SUBTOTAL:
Laboratory
Laboratory
Laboratory
Engineering Field Technician*
* Prevailing Wage Rates; includes nuclear density gauge, special inspection equipment, and vehicle charges (as applicable) 26 Laboratory
Subgrade (CMB)
Laboratory Maximum Density Testing of CMB $250.00 2 $500.00 Field Density/Relative Compaction of CMB $187.73 560 $105,128.80 Sieve Analysis of CMB $150.00 1 $150.00
Grading of CMB $150.00 1 $150.00
R-Value of CMB $285.00 1 $285.00
Sand Equivalent of CMB $110.00 1 $110.00
Percentage Wear of CMB $200.00 1 $200.00
Durability of CMB $165.00 1 $165.00
$106,688.80
Office
Project Management $12,000.00 1 $12,000.00
Prepare Test Results Summary Report (Separate from
onsite summary report) $1,500.00 1 $1,500.00
$13,500.00
TOTAL BUDGET: $282,414.72
** Included with Special Inspection Hourly Rate
34 35
36 Engineering Field Technician*
Laboratory
Laboratory
Laboratory
Laboratory
Laboratory
Laboratory
30 31
32 33
Laboratory
COST ESTIMATE SHEET - CONTINUED
City of Fontana Etiwanda Avenue and Slover Avenue / Airport Drive Intersection Improvement Project Fontana, California
GEOTECHNICAL SOILS AND MATERIALS TESTING SERVICES
Geocon Project Team
Geocon Project Team
37 38
29 SUBTOTAL:
* Prevailing Wage Rates; includes nuclear density gauge, special inspection equipment, and vehicle charges (as applicable) SUBTOTAL:
2015 W. Park Avenue, Suite 1 Redlands, California 92373 Telephone 909.894.2175 Fax 909.283.7160
SCHEDULE OF FEES FOR CITY OF
FY2024/25
PROFESSIONAL SERVICES
FY2024/25
7/1/24 to 6/30/25
Loaded Rates
Principal Engineer .............................................................................................. . $ 266.07 Senior Engineer .................................................................................................. . $ 249.44 Sr. Project Engineer............................................................................................. $ 194.57 Project Engineer .................................................................................................. $ 142.45 Staff Engineer...................................................................................................... $ 105.20 Senior Geologist .................................................................................................. $ 212.59 Sr. Project Geologist ........................................................................................... $ 166.30 Staff Geologist .................................................................................................... $ 94.79 Senior Field Technician ...................................................................................... $ 109.69 Senior Field Technician - Prevailing Wage ......................................................... $ 167.73 Field Technician .................................................................................................. $ 82.05 Field Technician - Prevailing Wage .................................................................... $ 167.73 Special Inspection ............................................................................................... $ 91.06 Special Inspection - Prevailing Wage .................................................................. $ 173.65 Draftsman ............................................................................................................ $ 83.15 Word Processing ................................................................................................ . $ 77.33 Overtime/Saturday Rate/Night Rate (7pm – 6am w/ 8-Hr minimum per call out) ................................................... 1.5 X Regular Hourly Rate Sunday and Holiday Rate .............................................................................................................................................. 2 X Regular Hourly Rate Minimum Field Services Fee (per day or per call-out) ............................................................................................................................... 4 Hours Short-Notice Cancellation (after 4 pm of the day prior to the scheduled inspection time) ......................................................................... 4 Hours Short-Notice Cancellation (upon or after arrival at jobsite) ........................................................................................................................ 4 Hours *Prevailing Wage (PW) California Labor Code §1720, et. Seq add $50/hr TRAVEL
Personnel................................................................................................................................................................................... Regular Hourly Rate Subsistence (Per Diem) ................................................................................................................................................................................ $200/day Vehicle Mileage ......................................................................................................................................................................................... 0.60/mile
EQUIPMENT, MATERIALS, & ANALYTICAL TESTS
Nuclear Density Gauge ............................................................... $10/hr 55-Gallon Drum ............................................................................ 65/ea Sand Cone Testing Equipment...................................................... 10/hr Visqeen (6 mil 20X100’) .......................................................... 135/roll Vehicle .......................................................................................... 10/hr Traffic Cones/Barricades ........................................................... 35/day Special Inspection Equipment ........................................................ 5/hr TPHg(EPA 8015B) ...................................................................... 70/ea Asphalt Cold Patch/Concrete (60-lb.), Cement (94-lb.) ..............20/bag TPHd/TPHmo........................................................(EPA 8015M) 75/ea GPS Unit ...................................................................................160/day TPH Carbon Chain Breakdown ..........................(EPA 8015M) 110/ea Pick-up Truck ...........................................................................125/day Direct-Push Rig/Operator........................................... 165/190(PW)*/hr Direct-Push Sample Liner ............................................................. 10/ea Methanol and/or Ethanol (EPA 8015M) .................................... 110/ea Volatile Organic Compounds ............................. (EPA 8260B) 110/ea Semi-Volatile Organic Compounds ....................... (EPA 8270) 180/ea Hand-Auger ................................................................................40/day PAHs (EPA 8270SIM) .............................................................. 160/ea Soil Sample Tube (Brass or Stainless) ......................................... 10/ea Bailer (Reusable) ........................................................................33/day CAM 17 Metals (EPA 6010B) ................................................... 170/ea Single Metal ..........................................................(EPA 6010B) 20/ea Bailer (Disposable) ....................................................................... 15/ea Hexavalent Chrome (EPA 7199) ................................................. 60/ea Stainless Sampling Pump .......................................................$150/day Battery-Powered Pump ..............................................................75/day Organochlorine Pesticides (EPA 8081) ..................................... 110/ea Organophosphorus Pesticides (EPA 8141) ................................ 125/ea Water Level Indicator ................................................................ 40/day Interface Probe ........................................................................... 85/day Photo-Ionization Meter ............................................................ 125/day Combustible Gas Meter ........................................................... 125/day Chlorinated Herbicides (EPA 8151) .......................................... 125/ea PCBs (EPA 8082) ........................................................................ 75/ea Soil pH (EPA 9045C) ................................................................... 20/ea WET or TCLP Extraction ............................................................ 75/ea pH/Conductivity/Temperature Meter .........................................50/day Turbidity Meter .......................................................................... 80/day Air Sampling Pump .................................................................... 80/day Level D PPE/Decon Rinse Equipment ....................................... 50/day Concrete Coring Equipment ..................................................... 165/day Generator or Air Compressor ................................................... 100/day Distilled Water (5-gallon) ............................................................ 15/ea EPA 5035 Sample Kits ................................................................ 25/ea Asbestos (PLM) ........................................................................... 20/ea Asbestos (400-point count) ........................................................... 45/ea Sample Compositing ....................................................... 20/composite 48-hour Turnaround Time ............................................ 60% surcharge 72-hour Turnaround Time ............................................ 40% surcharge Accounting Code: SOF HES25 / LAB GW20
EXHIBIT "B"
Docusign Envelope ID: 6FC4DE44-CE49-4A9C-96B9-E6E7F247BBAE - 2 -
LABORATORY TESTS* COMPACTION CURVES SOIL AND AGGREGATE PROPERTIES (D698/D1557/T99/T108) 4-inch mold ...................................... $250/ea (D422/T88) Particle Size, Hydrometer w/out Sieve ................. $210/ea (D698/D1557/T99/T108) 6-inch mold........................................ 250/ea (C136/D6913/T27) Sieve, Coarse to Fine w/ #200 Wash .......... 150/ea (CT 216) California Impact ........................................................ 250/ea (C136/D6913/T27) Sieve, Coarse or Fine w/ #200 Wash .......... 125/ea Check Point ................................................................................ 100/ea (C136/D6913/T27) Sieve, Coarse or Fine No #200 Wash ......... 100/ea (D1632/CT312) Soil Cement Cyl. Fabrication (Set of 3) ......... 150/set (C117/D1140/T11) Materials Finer than #200 ............................. 90/ea (D1632/CT312) Soil Cement Cyl. Fabrication (Addtl. Spec.) .....50/ea (D2216/T265/CT226) Moisture Content ...................................... 30/ea (D1633/CT312) Soil Cement Comp. Strength (Set of 3) .......... 300/set (D2487/D2488) Visual Soil Classification ................................... 30/ea (D1633/CT312) Soil Cement Comp. Strength (Addtl. Spec.) .... 100/ea (D2937) Density of In-Place Soil, Drive-Cyl. Method................. 45/ea SOIL AND AGGREGATE STABILITY (D4943) Shrinkage Factors of Soils, Wax Method ....................... 55/ea (D2844/CT301) Resistance Value ............................................$285/ea (C131/C535/CT211) L.A. Abrasion Resistance ....................... $200/ea (D2844/CT301) Resistance Value, Treated ................................290/ea (C142/T112) Clay Lumps and Friable Particles ......................... 170/ea (D1883) California Bearing Ratio ..............................................530/ea SOIL AND AGGREGATE PROPERTIES (CONTD.) (C977) Stabilization Ability of Lime ..........................................185/ea (C123/T113) Light Weight Particles .......................................... 245/ea (D1883) Calif. Bearing Ratio (Army Corp of Engineers) ..........105/ea (D3744/CT229/T210) Durability Index Fine ............................. 165/ea CHEMICAL ANALYSIS (D3744/CT229/T210) Durability Index Coarse ......................... 165/ea (G187/CT643/T288) pH and Resistivity ................................... $150/ea (CT227) Cleanness Value .......................................................... 165/ea (D4972/T289) pH Only ................................................................ 50/ea (D4791) Flat & Elongated Particles ........................................... 150/ea (CT417) Sulfate Content............................................................. 100/ea (D693/CT205) Percent Crushed Particles .................................. 145/ea (CT422) Chloride Content .......................................................... 100/ea (D5821) Percent. of Fractured Particles, Coarse Aggregate ....... 140/ea (D2974) Organic Content ............................................................. 75/ea (C40/CT213/T21) Organic Impurities .......................................... 75/ea PERMEABILITY, CONSOLIDATION AND EXPANSION (C235) Soft Hardness (Scratch Hardness) ................................. 100/ea (D5084) Permeability, Flexible Wall ........................................ $270/ea (C88/CT214/T104) Sulfate Soundness ....................................... 410/ea (D5856) Permeability, Rigid Wall .............................................. 260/ea (C1252/T304) Uncompact. Void Content, Fine Aggregate ........ 150/ea (D2434) Permeability, Constant Head ........................................ 280/ea (C127/CT206/T85) Coarse Specific Gravity .............................. 125/ea (D2434) Permeability, FHA Slab-on-Grade ............................... 110/ea (C128/CT207/T84) Fine Specific Gravity .................................. 150/ea (D2434) Permeability, Hourly ...................................................... 55/ea (D854/CT209/T100) Specific Gravity of Soil ............................ 150/ea (D2435/T216) Consolidation (6 pts. w/ Unload) ........................ 350/ea (C29/CT212/T19) Unit Weight & Percent Voids......................... 90/ea (D2435/T216) Consolidation Additional Point w/ Unload ...........65/ea (D2419/CT217/T176) Sand Equivalent...................................... 110/ea (D4546) Swell/Compression Testing & Density ........................ 125/ea (D4318/CT204/T89/T90) Plastic Index (Plastic/Liq. Limit) ..... 200/ea (D4546) Swell/Settlement Testing & Density (ea. addtl. pt.) ......85/ea (D4318/CT204/T89) Liquid Limit ............................................. 100/ea (D4546) Swell/Settlement Testing & Density (County) ............. 100/ea (D4318/CT204/T90) Plastic Limit ............................................. 100/ea (D4546) Swell/Settlement Testing & Density (FHA) ..................90/ea (C330) Spec. for Lightweight Aggregates, Struc. Concrete ........ Quote (D4829) Expansion Index of Soils .............................................. 225/ea SHEAR STRENGTH STEEL TESTING (D2166) Unconfined Compression ........................................... $100/ea Reinforcing Steel Tests: (D3080/T236) Direct Shear (3 points) .......................................325/set (A370) Tensile Strength & Elongation (D3080/T236) Direct Shear Addtl. Points/ea. residual pass ....... 100/ea #11 Bar & Smaller ....................................................$100/ea (D2850) Unconsolidated-Undrained Triaxial Shear ................... 115/ea #14 Bar .......................................................................125/ea (D2850) Unconsolidated-Undrained Triaxial Staged ................. 160/ea #18 Bar (Proof Test) .................................................. 150/ea (D4767) Consolidated-Undrained Triaxial Shear....................... 265/ea (A370) Bend Test (D4767) Consolidated-Undrained Triaxial Staged ..................... 340/ea #11 Bar & Smaller ......................................................$50/ea (EM1110) Consolidated-Drained Triaxial Shear ........................ 375/ea #14 & #18 Bar...............................................................70/ea (EM1110) Consolidated-Drained Triaxial Staged ...................... 480/ea (A370) Tensile - Mechanically Spliced Bar MASONRY**
#11 Bar & Smaller ....................................................$150/ea Concrete Block Test (Sets of 3 Required):
#14 Bar & Larger........................................................190/ea (C140) Unit Weight Moisture Content & Absorption .............. $195/ea (A370) Tensile – Electric Resist. Butt Splice w/ Control ...........150/ea (C140) Moisture Content/Absorption (ea. addtl. specimen) ........ 65/ea (A370) Straightening of bar (if required) ......................................25/ea (C140) Compression Test ........................................................... 195/ea Structural Steel Tests: (C140) Compression Test (ea. addtl. specimen) .......................... 65/ea (A370) Machining & Prep of Test Specimen .....................Cost + 20% (C426) Linear Drying Shrinkage ................................................ 285/ea (A370) Tensile Strength & Elongation (C109/UBC 21-16) Mortar Cylinder (2”x4”) .............................. 30/ea Up to 200,000 lbs ......................................................$100/ea (C942) Grout Prism (3”x3”x6”), trimming included .................... 35/ea 200,000 – 300,000 lbs.................................................125/ea Masonry Prism (Assemblage):
300,000 – 400,000 lbs.................................................................150/ea (C1314) 8”x8”x16” – 8”x12”x16” .......................................... $200/ea Pre-stressing Wire & Tendon Tests: (C1314) 8”x16”x16” – 10”x12”x16” ........................................ 225/ea (A421) Tensile Strength, Single Wire .......................................$150/ea (C1314) 12”x12”x16” – 12”x16”x16” ...................................... 250/ea (A416) Tensile Strength, 7-Wire Strand .....................................175/ea (C1314) Larger than 12”x16”x16” ............................................. Quote EXHIBIT "B"
Docusign Envelope ID: 6FC4DE44-CE49-4A9C-96B9-E6E7F247BBAE - 3 -
LABORATORY TESTS* (CONTINUED)
High Strength Bolt, Nut, & Washer Tests: Brick Test (Set of 5 Specimens):
(A325/A490) Tensile Test on Bolts ..........................................$100/ea (C67) 24-Hour Absorption, Cold Water ...................................$225/set (A563) Proof Load Test on Nuts ................................................100/ea (C67) 5-Hour Absorption, Boiling Water.................................$225/set (A325/A490) Hardness Test on Bolts ...........................................50/ea (C67) Compression Test or Modulus of Rupture .....................$255/set (A536) Hardness Test on Nuts......................................................50/ea (C67) Each Additional Specimen................................................. 45/ea (F436) Hardness Test on Washers ................................................50/ea CONCRETE** Weld Specimen Tests: Mix Designs:
(E164) Ultrasonic Examination....................................Quote (ACI211/ACI214) Concrete Mix Design ................................. $350/ea Machining & Prep of Test Specimen ..................................Cost + 20% (ACI211/ACI214) Review of Concrete Mix Design .................. 350/ea (E381) Macrotech Test (3 Faces) ................................................. $355 (C192) Concrete Trial Mix (includes equipment & labor) ......... 495/ea ASPHALT TESTING Concrete Properties:
Asphalt Properties: (C39/CT521/T22) Comp. Strength, Concrete Cyl...................... $30/ea (D2726/CT308/T166) Bulk Spec. Grav. Compacted HMA ......$100/ea (C42/CT521/T22) Comp. Strength, Concrete/Gunite Core.......... 60/ea (D1560/CT366) Stabilometer Value (HVEEM) ........................200/ea (C78/CT523) Flex. Strength of 6”x6”x21” Concrete Beam ....... 125/ea (D2041) Theoretical Max Specific Gravity ................................175/ea (C174) Length Measuring of Drilled Cores.................................. 75/ea (D5444) Sieve Analysis of Extracted Asphalt ............................215/ea (C1140) Shotcrete Panel-Coring & Testing (Set of 3)................290/set (D6307/CT382) Percent Asphalt, Ignition Method.....................150/ea (C1140) Shotcrete Panel (each addtl. specimen).......................... 90/ea (D1188) Unit Weight of Asphalt Core ..........................................65/ea (C496) Static Modulus of Elasticity ........................................... 200/ea MISCELLANEOUS TESTING SERVICES (C496) Drying Shrinkage (Set of 3, up to 28 days) ....................395/set Calibration of Hydraulic Ram: (C642) Spec. Gravity, Absorp., Voids in Hardened Concrete...... 95/ea 100 Ton & Under ...................................................................... $200/ea 101 Tons – 200 Tons .................................................................. 300/ea (F1869) Vapor Emission Rate, Concrete Subfloor ....................... 50/ea Use of Universal Testing Machine:
UTM with One Operator .......................................................... $320/ea Additional Technician ............................................ Regular Tech Rate Spray Applied Fireproofing:
(E605/E736) Fireproofing Oven Dry Density/Thickness ........... $90/ea *2X Surcharge on rush turn-around for laboratory testing. **Fee applies for sample storage, testing, or disposal.
1. Listed are typical charges for the services most frequently performed by Geocon. Prices for unlisted services as well as special quotations for programs involving volume work will be provided upon request. Laboratory test prices shown are for laboratory work only, and include reporting of routine results not calling for comments, recommendations or conclusions.
2. Sampling and testing is conducted in substantial conformance with the latest applicable or designated specifications of the American Society for Testing and Materials, Caltrans, American Association of State Highway and Transportation Officials, or other pertinent agencies.
3. Saturday, night work, and overtime hours are charged at time and one-half; Sundays and holidays at double time. Per diem is $155.00 per day when location of work dictates.
4. Equipment and materials will be billed at cost plus 15%. Outside services including subcontractors and rental of special equipment are billed at cost plus 15%. Hourly services are billed portal to portal from closest office in accordance with the stated hourly rates herein, with a minimum two-hour charge
5. Invoices will be submitted at four-week intervals. Terms of payment are met upon presentation of invoice. Invoices become delinquent thirty (30) days from invoice date and subject to one and one-half percent (1-1/2%) service charge per month, or the maximum rate allowed by law, whichever is lower. If Client objects to all or any portion of any invoice, Client will so notify Geocon in writing within fourteen (14) calendar days of the invoice date, identify the cause of disagreement, and pay that portion of the invoice not in dispute. The parties will immediately make every effort to settle the disputed portion of the invoice. Payment on delinquent invoices will first be applied to accrued interest and then to the principal amount. All time spent and expenses incurred (including any attorney's fees and costs) in connection with collection of any delinquent amount will be paid by Client to Geocon per Geocon's current fee schedule.
6. Client and Geocon shall allocate certain of the risks so that, to the fullest extent permitted by law, Geocon’s (the term “Geocon” includes Geocon’s partners, officers, directors, employees, agents, affiliates, subcontractors and subconsultants) total aggregate liability to Client is limited to the greater of $50,000 or the total compensation received from Client by Geocon for services rendered on this project, for any and all of Client’s injuries, damages, claims, losses, expenses, or claim expenses arising out of this Agreement from any cause or causes, including attorneys’ fees and costs which may be awarded to the prevailing party, and Client agrees to indemnify and hold harmless Geocon from and against all liabilities in excess of the monetary limit established above.
7. Client and Geocon shall allocate certain of the other risks so that, to the fullest extent permitted by law, Client shall limit Geocon’s total aggregate liability to all third parties, including contractors, subcontractors of all tiers, materialmen, and others involved in Client’s project, as well as persons and other entities not involved in the project, to the greater of $100,000 or the total compensation received from Client by Geocon for services rendered on this project, for any and all injuries, damages, cause or causes, including attorneys’ fees and costs which may be awarded to the prevailing party, and Client agrees to indemnify and hold harmless Geocon from and against all liabilities in excess of the monetary limit established above, including all liability incurred by Geocon for acts, errors, or omissions, pursuant to entering into agreements with third parties on behalf of Client in order to obtain access or entry onto property not owned by Client. Client agrees to notify all contractors and subcontractors of any limitation of Geocon’s liability to them, and require them to abide by such limitation for damages suffered by any contractor or subcontractor arising from Geocon’s actions or inactions. Neither the contractor nor any subcontractor assumes any liability for damages to others which may arise on account of Geocon’s actions or inactions.
EXHIBIT "B"
Docusign Envelope ID: 6FC4DE44-CE49-4A9C-96B9-E6E7F247BBAE