Storm Drain Improvement Plans for
Baseline Road Line D
June 17, 2025
Submitted by
Proposal for
The City of Rialto
7950 Cherry Avenue, Suite 103 | Fontana, California 92336 | 909.730.4913 | www.fountanheadcorp.com
FOR CITY OF RIALTO
CONSTRUCTION MANAGEMENT, INSPECTION AND
MATERIALS TESTING SERVICES
Rialto Storm Drain Improvement Plans for Baseline Road Line D COST PROPOSAL – June 17, 2025
Limitations & Conditions:
1. Construction duration is estimated at 480 working days.
2. Inspectors will be fully equipped with vehicles, computers, tools, and equipment required to perform their tasks.
3. Overtime and weekend work is not included. Overtime is to be charged at 1.5 the above rate for inspection work only.
4. Cost proposal is subject to prevailing wage rates and prevailing wage rate changes for inspection.
Field Technician
Trench Backfill - Observations & Density Testing 800 hours @ 130.00$ /hour 104,000.00$ Subgrade/Aggr. Base - Observations & Density Testing 160 hours @ 130.00$ /hour 20,800.00$ Asphalt Concrete - Observations & Density Testing 80 hours @ 130.00$ /hour 10,400.00$ Concrete - Sampling and Testing 48 hours @ 130.00$ /hour 6,240.00$ Subtotal 141,440.00$
Trench Backfill, Subgrade and Aggregate Base Materials
Proctor Density D 1557, D 698 10 tests @ 220.00$ /test 2,200.00 $ Sand Equivalent, D 2419, CT 217 4 tests @ 125.00$ /test 500.00 $ Sieve Analysis, D 422, CT 202 4 tests @ 145.00$ /test 580.00 $ Durability Index, CT 229 2 tests @ 175.00$ /test 350.00 $ R-Value, D 2844, CT301 2 tests @ 375.00$ /test 750.00 $ AC Materials
Hveem Stability and Unit Weight, D 1560, CT 366 5 tests @ 225.00$ /test 1,125.00 $ Extraction, % Asphalt, incl. Gradation, D 2172, CT 382 5 tests @ 250.00 $ /test 1,250.00 $ Concrete Materials
Compressive Strength, C39 30 tests @ 35.00$ /test 1,050.00$ Subtotal 7,805.00$
Field Vehicle Usage 1,088 hours @ 15.00 $ /hour 16,320.00$ Field Equipment Usage 1,088 hours @ 15.00 $ /hour 16,320.00$ Subtotal 32,640.00$
Principal Engineer/Geologist/Environmental Scientist 8 hours @ 250.00$ /hour 2,000.00$ Project Engineer/Geologist/Environmental Scientist 60 hours @ 210.00$ /hour 12,600.00$ Field Operations Manager 8 hours @ 150.00$ /hour 1,200.00$ Geotechnical Assistant (Dispatcher) 20 hours @ 120.00$ /hour 2,400.00$ Subtotal 18,200.00$
Principal Engineer/Geologist/Environmental Scientist 2 hours @ 250.00$ /hour 500.00 $ Project Engineer/Geologist/Environmental Scientist 10 hours @ 210.00$ /hour 2,100.00$ CAD Operator/Technical Illustrator 16 hours @ 140.00$ /hour 2,240.00$ Data Processor 6 hours @ 95.00$ /hour 570.00$
Subtotal 5,410.00$
TOTAL ESTIMATED FEE 205,495.00$
Table 1 - Breakdown of Estimated Fee
Report Preparation
Field Services
Project Coordination, Management and Technical Support (including 4 meetings) Laboratory Analysis
Reimbursables
Ninyo & Moore | City of Rialto – Storm Drain Improvements – Baseline Road Line D, Rialto, California | 04-04735A | April 7, 2025 1 Ninyo & Moore | City of Rialto – Storm Drain Improvements – Baseline Road Line D, Rialto, California | 04-04735A | April 7, 2025 CA16 PW Schedule of Fees
Hourly Charges for Personnel
Professional Staff
Principal Engineer/Geologist/Environmental Scientist/Certified Industrial Hygienist .............................................. $ 250 Senior Engineer/Geologist/Environmental Scientist ............................................................................................... $ 235 Senior Project Engineer/Geologist/Environmental Scientist ................................................................................... $ 220 Project Engineer/Geologist/Environmental Scientist ............................................................................................... $ 210 Senior Staff Engineer/Geologist/Environmental Scientist ....................................................................................... $ 200 Staff Engineer/Geologist/Environmental Scientist................................................................................................... $ 180 GIS Analyst .............................................................................................................................................................. $ 160 Technical Illustrator/CAD Operator ......................................................................................................................... $ 140 Field Staff
Certified Asbestos/Lead Technician ........................................................................................................................ $ 220 Field Operations Manager ....................................................................................................................................... $ 150 Nondestructive Examination Technician (UT, MT, LP) ........................................................................................... $ 145 Supervisory Technician ........................................................................................................................................... $ 140 Special Inspector (Concrete, Masonry, Structural Steel, Welding, and Fireproofing) ............................................ $ 135 Senior Technician .................................................................................................................................................... $ 135 Technician ................................................................................................................................................................ $ 130 Administrative Staff
Information Specialist .............................................................................................................................................. $ 120 Geotechnical/Environmental/Laboratory Assistant ................................................................................................. $ 120 Data Processor ........................................................................................................................................................ $ 9 5 Other Charges
Concrete Coring Equipment (includes technician) .............................................................................................. $ 190/hr Anchor Load Test Equipment (includes technician) ........................................................................................... $ 190/hr GPR Equipment ................................................................................................................................................... $ 180/hr State of California Prevailing Wage Surcharge ................................................................................................... $ 30/hr Inclinometer ......................................................................................................................................................... $ 100/hr Hand Auger Equipment ....................................................................................................................................... $ 80/hr Rebar Locator (Pachometer) ............................................................................................................................... $ 25/hr Vapor Emission Kit .............................................................................................................................................. $ 65/kit Nuclear Density Gauge ....................................................................................................................................... $ 15/hr X-Ray Fluorescence ............................................................................................................................................ $ 70/hr PID/FID ................................................................................................................................................................ $ 25/hr Air Sampling Pump .............................................................................................................................................. $ 10/hr Field Vehicle ........................................................................................................................................................ $ 15/hr Equipment $ 15/hr
Expert Witness Testimony ................................................................................................................................... $ 450/hr Direct Expenses .................................................................................................................................... Cost plus 15 % Special equipment charges will be provided upon request.
Notes
Our field services, are charged at a 4-hour minimum, and 8-hour minimum for hours exceeding 4 hours. Overtime rates at 1.5 times the regular rates will be charged for work performed in excess of 8 hours in one day Monday through Friday and all day on Saturday. Rates at twice the regular rates will be charged for all work in excess of 12 hours in one day, all day Sunday and on holidays.
Field services that may be subject to prevailing wage in accordance with AB 1768 and Prevailing Wage Determinations, will be subject to a prevailing wage surcharge as shown in our Schedule of Fees. Our rates will be adjusted in conjunction with the increase in the Prevailing Wage Determination during the life of the project, as applicable.
The terms and conditions are included in Ninyo & Moore’s Work Authorization and Agreement form.
Ninyo & Moore | 2024 Laboratory Testing
Schedule of Fees for Laboratory Testing
SOILS CONCRETE
Atterberg Limits, D 4318, CT 204 .............................................................. $ 170 Compression Tests, 6x12 Cylinder, C 39 ................................................... $ 35 California Bearing Ratio (CBR), D 1883 .................................................... $ 550 Concrete Mix Design Review, Job Spec ..................................................... $ 300 Chloride and Sulfate Content, CT 417 & CT 422 ..................................... $ 175 Concrete Mix Design, per Trial Batch, 6 cylinder, ACI ............................... $ 850 Consolidation, D 2435, CT 219 .................................................................. $ 300 Concrete Cores, Compression (excludes sampling), C 42 ....................... $ 120 Consolidation, Hydro-Collapse only, D 2435 ............................................ $ 150 Drying Shrinkage, C 157 .............................................................................. $ 400 Consolidation – Time Rate, D 2435, CT 219 ............................................ $ 200 Flexural Test, C 78 ....................................................................................... $ 85 Direct Shear – Remolded, D 3080 ............................................................ $ 350 Flexural Test, C 293 ..................................................................................... $ 85 Direct Shear – Undisturbed, D 3080 ......................................................... $ 300 Flexural Test, CT 523 ................................................................................... $ 95 Durability Index, CT 229 ............................................................................. $ 175 Gunite/Shotcrete, Panels, 3 cut cores per panel and test, ACI ................ $ 275 Expansion Index, D 4829, IBC 18-3 .......................................................... $ 190 Lightweight Concrete Fill, Compression, C 495 ......................................... $ 80 Expansion Potential (Method A), D 4546 .................................................. $ 170 Petrographic Analysis, C 856 ...................................................................... $ 2,000 Geofabric Tensile and Elongation Test, D 4632 ....................................... $ 200 Restrained Expansion of Shrinkage Compensation .................................. $ 450 Hydraulic Conductivity, D 5084 .................................................................. $ 350 Splitting Tensile Strength, C 496 ................................................................. $ 100 Hydrometer Analysis, D 6913, CT 203 ...................................................... $ 220 3x6 Grout, (CLSM), C 39 ............................................................................. $ 55 Moisture, Ash, & Organic Matter of Peat/Organic Soils ........................... $ 120 2x2x2 Non-Shrink Grout, C 109 ................................................................. $ 55 Moisture Only, D 2216, CT 226 ................................................................. $ 35 Moisture and Density, D 2937 ................................................................... $ 45 ASPHALT Permeability, CH, D 2434, CT 220 ............................................................ $ 300 Air Voids, T 269 ............................................................................................ $ 85 pH and Resistivity, CT 643 ......................................................................... $ 175 Asphalt Mix Design, Caltrans (incl. Aggregate Quality) ............................. $ 4,500 Proctor Density D1557, D 698, CT 216, AASHTO T-180 ........................ $ 220 Asphalt Mix Design Review, Job Spec ....................................................... $ 180 Proctor Density with Rock Correction D 1557 .......................................... $ 340 Dust Proportioning, CT LP-4 ........................................................................ $ 85 R-value, D 2844, CT 301 ........................................................................... $ 375 Extraction, % Asphalt, including Gradation, D 2172, CT 382 .................... $ 250 Sand Equivalent, D 2419, CT 217 ............................................................. $ 125 Extraction, % Asphalt without Gradation, D 2172, CT 382 ........................ $ 150 Sieve Analysis, D 6913, CT 202 ................................................................ $ 145 Film Stripping, CT 302.................................................................................. $ 120 Sieve Analysis, 200 Wash, D 1140, CT 202 ............................................. $ 100 Hveem Stability and Unit Weight D 1560, T 246, CT 366 ......................... $ 225 Specific Gravity, D 854 ............................................................................... $ 125 Marshall Stability, Flow and Unit Weight, T 245 ......................................... $ 240 Thermal Resistivity (ASTM 5334, IEEE 442) ............................................ $ 925 Maximum Theoretical Unit Weight, D 2041, CT 309 .................................. $ 150 Triaxial Shear, C.D, D 4767, T 297 ........................................................... $ 550 Moisture Content, CT 370 ............................................................................ $ 95 Triaxial Shear, C.U., w/pore pressure, D 4767, T 2297 per pt ................ $ 450 Moisture Susceptibility and Tensile Stress Ratio, T 238, CT 371 ............. $ 1,000 Triaxial Shear, C.U., w/o pore pressure, D 4767, T 2297 per pt ....................... $ 350 Slurry Wet Track Abrasion, D 3910 ............................................................. $ 150 Triaxial Shear, U.U., D 2850 ...................................................................... $ 250 Superpave, Asphalt Mix Verification (incl. Aggregate Quality) .................. $ 4,900 Unconfined Compression, D 2166, T 208 ................................................. $ 180 Superpave, Gyratory Unit Wt., T 312 .......................................................... $ 100 Superpave, Hamburg Wheel, 20,000 passes, T 324 ................................. $ 1,000 MASONRY Unit Weight sample or core, D 2726, CT 308 ............................................. $ 100 Brick Absorption, 24-hour submersion, 5-hr boiling, 7-day, C 67 ............ $ 70 Voids in Mineral Aggregate, (VMA) CT LP-2 .............................................. $ 90 Brick Compression Test, C 67 ................................................................... $ 55 Voids filled with Asphalt, (VFA) CT LP-3 .................................................... $ 90 Brick Efflorescence, C 67 ........................................................................... $ 55 Wax Density, D 1188................................................................................... $ 140 Brick Modulus of Rupture, C 67 ................................................................. $ 50 Brick Moisture as received, C 67 ............................................................... $ 45 AGGREGATES Brick Saturation Coefficient, C 67 .............................................................. $ 60 Clay Lumps and Friable Particles, C 142 ................................................... $ 180 Concrete Block Compression Test, 8x8x16, C 140 ................................. $ 70 Cleanness Value, CT 227 ............................................................................ $ 180 Concrete Block Conformance Package, C 90 .......................................... $ 500 Crushed Particles, CT 205 ........................................................................... $ 175 Concrete Block Linear Shrinkage, C 426 .................................................. $ 200 Durability, Coarse or Fine, CT 229 .............................................................. $ 205 Concrete Block Unit Weight and Absorption, C 140 ................................ $ 70 Fine Aggregate Angularity, ASTM C 1252, T 304, CT 234 ....................... $ 180 Cores, Compression or Shear Bond, CA Code ........................................ $ 70 Flat and Elongated Particle, D 4791 ........................................................... $ 220 Masonry Grout, 3x3x6 prism compression, C 39 ..................................... $ 45 Lightweight Particles, C 123 ........................................................................ $ 180 Masonry Mortar, 2x2 cube compression, C 109 ....................................... $ 35 Los Angeles Abrasion, C 131 or C 535 ....................................................... $ 200 Masonry Prism, half size, compression, C 1019 ...................................... $ 120 Material Finer than No. 200 Sieve by Washing, C 117 .............................. $ 90 Masonry Prism, Full size, compression, C 1019 ...................................... $ 200 Organic Impurities, C 40 .............................................................................. $ 90 Potential Alkali Reactivity, Mortar Bar Method, Coarse, C 1260 ............... $ 1,250 REINFORCING AND STRUCTURAL STEEL Potential Alkali Reactivity, Mortar Bar Method, Fine, C 1260 .................... $ 950 Chemical Analysis, A 36, A 615 ................................................................. $ 135 Potential Reactivity of Aggregate (Chemical Method), C 289 ................... $ 475 Fireproofing Density Test, UBC 7-6 .......................................................... $ 90 Sand Equivalent, T 176, CT 217 ................................................................. $ 125 Hardness Test, Rockwell, A 370 ............................................................... $ 80 Sieve Analysis, Coarse Aggregate, T 27, C 136 ........................................ $ 120 High Strength Bolt, Nut & Washer Conformance, Sieve Analysis, Fine Aggregate (including wash), T 27, C 136 ................ $ 145 per assembly, A 325 ............................................................................. $ 150 Sodium Sulfate Soundness, C 88 ............................................................... $ 450 Mechanically Spliced Reinforcing Tensile Test, ACI ................................ $ 175 Specific Gravity and Absorption, Coarse, C 127, CT 206 ......................... $ 115 Pre-Stress Strand (7 wire), A 416 .............................................................. $ 170 Specific Gravity and Absorption, Fine, C 128, CT 207 .............................. $ 175 Reinforcing Tensile or Bend up to No. 11, A 615 & A 706 ...................... $ 75 Structural Steel Tensile Test: Up to 200,000 lbs., A 370 ......................... $ 90 ROOFING Welded Reinforcing Tensile Test: Up to No. 11 bars, ACI ....................... $ 80 Roofing Tile Absorption, (set of 5), C 67 ..................................................... $ 250 Roofing Tile Strength Test, (set of 5), C 67 ................................................ $ 250 Special preparation of standard test specimens will be charged at the technician’s hourly rate.
Ninyo & Moore is accredited to perform the AASHTO equivalent of many ASTM test procedures. 7950 Cherry Avenue, Suite 103
Fontana, California 92336
909.730.4913
www.fountainheadcorp.com