Cost Proposal for The City of Rialto
Construction Management, Inspection and
Materials Testing Services
FIRE STATION 204 GENERATOR INSTALLATION
City Project No. 240202 | Due: August 28, 2024
Submitted by
Pre-construction
Phase
Construction
Phase
(30 Days)
Post
Construction
Phase
Total
Hours Billing Rate Total
Resident Engineer 20 60 20 100 175.00$ 17,500.00$ Construction Inspector/CM 8 240 8 256 160.00$ 40,960.00$ Construction Inspector/CM - OT - 10 - 10 240.00$ 2,400.00$ Public Relations - - - - 118.00$ - $ Labor Compliance 8 20 8 36 118.00$ 4,248.00$ Project Manager - - - - 195.00$ - $ Subtotal Construction Management: 65,108.00$
Total
9,830.00$
Subtotal Subconsultants: 9,830.00$
Total Cost 74,938.00$
Limitations & Conditions:
120 Working days to include long lead items. Construction duration is estimated at 30 working days.
Inspectors will be fully equipped with vehicles, computers, tools, and equipment required to perform their tasks.
Overtime and weekend work is not included. Overtime is to be charged at 1.5 the above rate for inspection work only.
Cost proposal is subject to prevailing wage rates and prevailing wage rate changes for inspection.
Cost Proposal
City of Rialto
Construction Management, Inspection and Materials Testing Services Fire Station 204 Generator Installation at 3288 Alder Ave City Project No. 240202
8/28/24
Fountainhead Consulting Corporation
Subconsultants Services
Ninyo & Moore Materials Testing
Senior Field Technician - Subgrade Density Testing 32 hours @ 108.00 $ /hour 3,456.00 $ Senior Field Technician - Concrete Testing 16 hours @ 108.00 $ /hour 1,728.00 $ Specialty Inspector - Concrete and Anchors 40 hours @ 109.00 $ /hour 4,360.00 $ Subtotal 5,184.00$
Proctor Density D1557 - Subgrade Materials 2 tests @ 220.00 $ /test 440.00 $ Compressive Strength, C39 - Concrete 16 tests @ 35.00 $ /test 560.00 $ Subtotal 1,000.00$
Field Vehicle Usage 88 hours @ 15.00 $ /hour 1,320.00$ Field Equipment Usage 88 hours @ 12.00 $ /hour 1,056.00$ Subtotal 2,376.00$
Senior Project Engineer/Geologist/Environmental Scientist 6 hours @ 185.00 $ /hour 1,110.00 $ Geotechnical/Environmental/Laboratory Assistant 2 hours @ 80.00 $ /hour 160.00 $ Subtotal 1,270.00$
TOTAL ESTIMATED FEE 9,830.00$
Project Coordination, Management and Technical Support
Laboratory Testing
Table 1 - Breakdown of Estimated Fee
Field Services
Reimbursables
Ninyo & Moore | Fire Station 204 Generator Installation Proje ct, City Project No. 240202, Rialto, California | 04-03995E | CA13 | August 27, 2024 1
Ninyo & Moore | Fire Station 204 Generator Installation Project, City Project No. 240202, Rialto California | 04-03995E | August 27, 2024 CA13
Schedule of Fees
Hourly Charges for Personnel
Professional Staff
Principal Engineer/Geologist/Environmental Scientist/Certified Industrial Hygienist ............................................... $ 195 Senior Engineer/Geologist/Environmental Scientist ................................................................................................. $ 190 Senior Project Engineer/Geologist/Environmental Scientist ..................................................................................... $ 185 Project Engineer/Geologist/Environmental Scientist ................................................................................................ $ 175 Senior Staff Engineer/Geologist/Environmental Scientist ........................................................................................ $ 150 Staff Engineer/Geologist/Environmental Scientist .................................................................................................... $ 145 GIS Analyst ................................................................................................................................................................ $ 125 Technical Illustrator/CAD Operator ........................................................................................................................... $ 103 Field Staff
Certified Asbestos/Lead Technician ......................................................................................................................... $ 185 Field Operations Manager ......................................................................................................................................... $ 125 Nondestructive Examination Technician (UT, MT, LP) ............................................................................................ $ 119 Supervisory Technician ............................................................................................................................................. $ 115 Special Inspector (Concrete, Masonry, Structural Steel, Welding, and Fireproofing) .............................................. $ 109 Senior Technician ...................................................................................................................................................... $ 108 Technician ................................................................................................................................................................. $ 103 Administrative Staff
Information Specialist ................................................................................................................................................ $ 85 Geotechnical/Environmental/Laboratory Assistant ................................................................................................... $ 80 Data Processor .......................................................................................................................................................... $ 75 Other Charges
Concrete Coring Equipment (includes technician) ............................................................................................. $ 190/hr Anchor Load Test Equipment (includes technician) ........................................................................................... $ 190/hr GPR Equipment .................................................................................................................................................. $ 180/hr Inclinometer ......................................................................................................................................................... $ 100/hr Hand Auger Equipment ...................................................................................................................................... $ 80/hr Rebar Locator (Pachometer) .............................................................................................................................. $ 25/hr Vapor Emission Kit .............................................................................................................................................. $ 65/kit Nuclear Density Gauge ....................................................................................................................................... $ 12/hr X-Ray Fluorescence ........................................................................................................................................... $ 70/hr PID/FID................................................................................................................................................................ $ 25/hr Air Sampling Pump ............................................................................................................................................. $ 10/hr Field Vehicle ........................................................................................................................................................ $ 15/hr Expert Witness Testimony .................................................................................................................................. $ 450/hr Direct Expenses .................................................................................................................................... Cost plus 15 % Special equipment charges will be provided upon request.
Notes
For field and laboratory technicians and special inspectors, 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 technician and special inspection hours are charged at a 4-hour minimum, and 8-hour minimum for hours exceeding 4 hours.
Invoices are payable upon receipt. A service charge of 1.5 percent per month may be charged on accounts not paid within 30 days.
Our rates will be adjusted in conjunction with the increase in the Prevailing Wage Determination during the life of the project, as applicable.
Ninyo & Moore | 2021 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, 2x4 cylinder 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