1 NINYO & MOORE, A SOCOTEC COMPANY
7888 Cherry Avenue, Unit I, Fontana, CA 92336 | 909.758.5960 | www.ninyoandmoore.com May 28, 2026
Proposal No. P04-05507
City of Fontana
Purchasing Office
8353 Sierra Avenue
Fontana, California 92335
Subject: Proposal to Provide Geotechnical Observation, Materials Testing and Special Inspection Services Fire Station No. 80 Project
City of Fontana | DE-24-195-SQ-16 (Pre-Qualified List)
Ninyo & Moore Geotechnical and Environmental Sciences Consultants (Ninyo & Moore), is pleased to submit our proposal to provide the City of Fontana (City) with geotechnical observation, materials testing and special inspection services for the Fire Station No. 80 project. We have prepared this proposal based on the City’s Proposal (RFP) DE-24-195-SQ-16 posted May 8, 2026 and Q&A Set 1 released via Addendum May 19, 2026. We fully understand the type of services the City requires, and are ready to meet your needs by making available a dedicated team of professionals who have the requisite experience and resources to successfully complete the project.
PROJECT APPROACH AND SCOPE OF SERVICES
Based on our understanding of the proposed construction, and our experience with similar projects, we propose to provide the following scope of services:
• Project coordination, management and technical support including review of the project plans and specifications, work scheduling, mix design review and distribution of test data. • Regular distribution of test data and reports to the client approved distribution list. • Attendance at pre-construction and progress meetings and as-requested field meetings. • Field Technician services for observation, sampling and testing during site earthwork, building pad preparation, subgrade preparation, aggregate base, trench backfill and asphalt concrete pavement placement. Field density test will be performed to evaluate the Contractor’s compaction efforts.
• Special Inspector services for inspection during structural concrete construction including inspection of formwork, as well as checking reinforcing steel size, grade, spacing and clearances. • Field ACI Technician services for observation and sampling and testing of concrete, grout and mortar including checking slump, temperature, and molding of concrete cylinders for compression testing, as needed. • Field Technician services for observation during batching of concrete at the concrete batch plant including checking batch weights and signing each delivery ticket.
• Field Technician services for sampling, tagging, and testing of construction materials, such as masonry block, reinforcing steel and high strength bolts (HSB).
• Special Inspector services for inspection and structural steel welding and bolting, as well as non-destructive testing of welds in accordance with the project documents.
• Special Inspector services for inspection and structural masonry construction including inspection during block placement and reinforcing steel installation. Grout cells will be inspected for cleanliness prior to grout placement. Continuous inspection during grout placement and consolidation.
• Pick-up and transportation of concrete, grout, mortar, prism, and block samples for testing at our laboratory. • Preparation of progress reports and field memoranda to document the items inspected. • Laboratory testing including, but not limited to soils, asphalt, rebar bend/tensile testing, HSB, anchors, masonry shear cores and concrete, grout, mortar, prism compressive strength testing.
NINYO & MOORE, A SOCOTEC COMPANY
City of Fontana Fire Station No. 80 Project | 04-05507 | May 28, 2026 2 • Environmental Services (If needed), for testing and reporting for import of soils. • Preparation of the Final Compaction Report and Inspection and Materials Report which present our opinion of the construction observed and presents a summary of the test data results.
ASSUMPTIONS
Based on the construction schedule described above and our project understanding, the following assumptions have been made in the preparation of our scope of services:
• Our services will be coordinated and scheduled as requested by our client or client’s authorized representative. • Our services are subject to prevailing wage requirements. • Upon award of the project, the client will provide in writing the DIR Project ID for the purposes of electronic certified payroll reporting and labor compliance.
ESTIMATED FEE
We propose to provide our services on a time-and-materials basis in accordance with the attached Schedule of Fees and Schedule of Fees for Laboratory Testing. Our estimated fee is based on the hours and units (level of effort) presented in the RFP. Our Cost Proposal Sheet is uploaded as a separate document.
Ninyo & Moore appreciates the opportunity to provide services on this project, and we look forward to working with you.
Respectfully submitted,
NINYO & MOORE
Alfred “Tino” Rodriguez
Principal/Construction Services
AR/klb
Attachments: Project Team
Project Experience
Schedule of Fees
Schedule of Fees for Laboratory Testing
NINYO & MOORE, A SOCOTEC COMPANY
City of Fontana Fire Station No. 80 Project | 04-05507 | May 28, 2026 3 PROJECT TEAM
We have carefully selected our project team to ensure that the City receives the dedicated, skilled staff with the required local experience, licenses, and communication skills that are necessary for the successful completion of the City’s project.
Garreth Saiki, PE, GE Principal Engineer
Mr. Garreth Saiki, PE, GE, a Principal Engineer and designated Principal-in-Charge for this contract. He is responsible for the overall performance of Ninyo & Moore’s services and will ensure that the project manager has full support and the resources needed to successfully staff and manage this contract with the City. Mr. Saiki has a Bachelor’s Degree in Civil Engineering and a Master’s Degree in Geotechnical Engineering, both from the University of California, Berkeley, as well as a Master’s Degree in Business Administration from the University of California, Davis. He is a California- registered Civil and Geotechnical Engineer with more than 40 years of experience, the past 28 years at Ninyo & Moore.
Mr. Jeffrey Dalgity, Project Manager
Mr. Dalgity will serve as Project Manager, bringing over 30 years of experience providing geotechnical engineering, materials testing, and deputy inspection services for a wide range of public works projects. He offers extensive expertise in testing and inspection protocols, quality assurance, and project close-out requirements. His experience includes quality control and inspection of underground utilities, foundations, and shoring systems, including tie-back shoring and retaining wall construction. Mr. Dalgity also possesses comprehensive laboratory testing experience in concrete, soils, aggregates, and asphalt materials.
In addition to his project management responsibilities, Mr. Dalgity provides technical oversight and training for both field and laboratory personnel, ensuring consistent adherence to project specifications and industry standards. He served as Project Manager for the City’s Downtown Parking Structure and City Hall Renovation projects, demonstrating his ability to successfully lead complex municipal projects.
Mr. Alfredo “Tino” Rodriguez, Principal/Construction Services Mr. Alfredo “Tino” Rodriguez is Principal/Construction Services Manager and will provide oversight of our testing and inspection services in the field. Mr. Rodriguez has more than 40 years of experience, the past 30 years at Ninyo & Moore, in providing specialty inspection, geotechnical and materials testing services, as well construction management services. He has coordinated and supervised the field services for several essential service project contracts and is very experienced with various testing and inspection procedures and project close-out requirements. He also performs quality control and inspection for underground utility, foundation and shoring construction including inspection during tie-back shoring/wall construction.
Paul Medina, Lead Special Inspector
In his role as Lead Inspector, Mr. Medina performs inspections of various project elements including concrete, prestressed concrete, post tensioned concrete, steel welding and bolting, masonry, spray-applied fireproofing, high-strength bolts, shotcrete, and fiber reinforced polymer. Mr. Medina also performs inspection at fabrication plants for structural steel and precast concrete. He obtains or prepares representative specimens of these materials to be tested in our certified laboratory. He assures that representative samples are obtained in accordance with the approved project documents and minimum frequencies. His observations and inspections are documented in detailed daily inspection report that is provided at the end of each work shift. He is also the project liaison with the governing Building Department field representatives. Mr. Medina maintains clear communication with the Project Manager, Project Architect (design professional), Contractor and Building Department regarding all aspects of the inspections and non-conformance items. At project completion, a formal Final Inspection Report is provided to the Building Official and client for final close-out of the project.
Coordination
Practices
Clear, continuous communication drives successful contract management. Ninyo & Moore assigns a dedicated Project Manager as the central point of contact, ensuring alignment with project goals, coordinating document distribution and inquiries during bidding and construction, and maintaining close collaboration with all team members. Communication is streamlined through phone, text, email, SharePoint, and DropBox.
NINYO & MOORE, A SOCOTEC COMPANY
City of Fontana Fire Station No. 80 Project | 04-05507 | May 28, 2026 4 County of San Bernardino
Valley Communications Center, San Bernardino, CA
Ninyo & Moore provided materials testing and special inspection services for the San Bernardino County Valley Communications Center project in San Bernardino, California. The design-build project includes demolition, a new 75,000-square-foot three-story facility, parking, photovoltaic canopies, a 200- foot communications tower, and site improvements. The structure features a mat foundation, base isolators, and structural steel framing. Site work includes utilities, drainage systems, pavement, fencing, and solar canopies supported by caisson foundations. Ninyo & Moore performed specialty inspections for concrete, base isolators, masonry, and structural steel, along with materials testing for concrete, steel, and masonry.
PROJECT EXPERIENCE
The following are detailed descriptions of Ninyo & Moore’s relevant projects successfully completed by our staff in the last five (5) years that demonstrate our competence to perform work similar in scope and magnitude to that required for this project.
City of Rancho Cucamonga
Fire Station 178, Rancho Cucamonga, CA
Ninyo & Moore provided geotechnical, materials testing, and specialty inspection services for the Fire Station No. 178 project in Rancho Cucamonga, California.
The design-build project included construction of a 12,176-SF, two-story fire station; an 824-SF storage building; a 1,577-SF reserve storage building; a trash enclosure; and related site improvements. Work involved remedial grading and over-excavation for building pad preparation. Structural systems included concrete footings and slabs, masonry walls, structural steel framing, and wood components, varying by building. Site improvements included retaining walls, utilities, storm drain, bio-retention basins, paving, and landscaping.
Ninyo & Moore’s services included geotechnical observation; field and laboratory testing; and inspection of structural steel, concrete, masonry, and fabricated elements during construction, grading, backfill, paving, and foundation activities.
Port of Long Beach
Fireboat Station #20, Long Beach, CA
Ninyo & Moore provided geotechnical, materials testing, and specialty inspection services for the Port of Long Beach Fire Station No. 20 project at Pier D (Berths D50–51) in Long Beach, California. The project involved construction of a new two-story fire station and site improvements, including a fireboat bay enclosure, floating dock, piles, retaining walls, an emergency generator enclosure, underground utilities, fencing, and paving.
Work also included installation of precast prestressed concrete piles.
Services included geotechnical observation; field density testing during earthwork; and materials testing and special inspections for reinforced concrete, masonry, and structural steel. Ninyo & Moore also performed inspection and testing at the precast pile fabrication plant and provided project management and reporting, including preparation of the final compaction report.
NINYO & MOORE, A SOCOTEC COMPANY
City of Fontana Fire Station No. 80 Project | 04-05507 | May 28, 2026 Excluded from
Page Count
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 ........................................................................................................................................................ $ 95 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 ....................................................................................................................................... $ 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
Technicians and special inspectors, 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.
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.
SCHEDULE OF FEES
NINYO & MOORE, A SOCOTEC COMPANY
City of Fontana Fire Station No. 80 Project | 04-05507 | May 28, 2026 Excluded from
Page Count
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.
PROPOSAL
ITEM NO.
WORK ACTIVITY DESCRIPTION ESTIMATED
QUANTITY
UNIT UNIT RATE TOTAL
Field
1 Grading Observation & Testing 280 HR $ 145.00 40,600.00$ 2 Compaction Testing 600 HR $ 145.00 87,000.00$ 3 Reinforced Concrete Inspection,
Sampling & Testing
240 HR $ 145.00 34,800.00$
Laboratory Testing &
Engineering -$
4 Grading Observation - Maximum Density
Testing for Soils (ASTM D1557)
6 EA
$ 220.00 1,320.00$
5 Compaction Testing 35 EA $ 1.00 35.00$ 6 A/C Paving - HVEEM Stability Test for
Asphalt
2 EA $ 225.00 450.00$
7 Concrete Compression Strength Testing (Each
test shall include four 6"x12")
30 EA
$ 35.00 1,050.00$
8 Concrete Compression Strength Testing (4x8) 96 EA $ 35.00 3,360.00$ 9 Tension & Bend Rebar, Post Installed Anchors 24 EA $ 75.00 1,800.00$ 10 Welding - High Strength Bolt, Nut, Washer
Testing
4 EA $ 150.00 600.00$
11 Masonry - Block (ASTM C90) 1 EA $ 500.00 500.00$ 12 Masonry - Mortar Compression Test 10 EA $ 35.00 350.00$ 13 Masonry - Grout Compressive Testing 10 EA $ 35.00 350.00$ 14 Masonry - Core (Shear) 1 EA $ 70.00 70.00$ 15 Masonry - Core (Compression) 1 EA $ 70.00 70.00$ 16 Nondestructive Testing - UT 8 EA $ 10.00 80.00$ 17 Design Mix Verification (Periodic) 5 EA $ 150.00 750.00$ 18 Verification of In-Situ Concrete
Strength (Periodic)
4 EA $ 100.00 400.00$
SPECIAL INSPECTION
SERVICES -$
19 Special Inspection - Welding 88 HR $ 145.00 12,760.00$ 20 Special Inspection - Masonry 240 HR $ 145.00 34,800.00$ 21 Special Inspection - Concrete (IBC Section
1705.3)
320 HR $ 145.00 46,400.00$
22 Steel - Shop Inspection 320 HR 145.00$ 46,400.00$ 23 Special Inspection - Soils (CBC
1705A.6)
80 HR 145.00$ 11,600.00$
24 Over-Excavation Observation & Fill Approval 80 HR 145.00$ 11,600.00$ 25 Underground Water Tank Backfill Inspection &
Compaction Testing
32 HR 145.00$ 4,640.00$
26 Imported Fill Material Testing & Approval (Per
Source)
3 EA 300.00$ 900.00$
27 Special Inspection - Structural Wood (CBC
1705A.5)
80 HR 145.00$ 11,600.00$
28 Nelson / End-Welded Stud Inspection & Bend
Testing (CBC 2213A.2)
12 EA 145.00$ 1,740.00$
29 Infiltration System Subgrade Testing &
Percolation Testing
4 EA 145.00$ 580.00$
30 Contaminated Soils Assessment, Field
Screening & Disposal Protocol (Contingency)
1 LS
5,000.00$ 5,000.00$
OFFICE 361,605.00$
31 Project Management (Duration for the
entire project)
1 LS 30,000.00$
32 Certified Payroll Administration (Duration for the
entire project)
1 LS 1,000.00$
33 Prepare Test Results Summary Report
(Separate from onsite summary report)
1 LS 3,000.00$
(SUBMIT ONLINE)
COST PROPOSAL---SCHEDULE GEOTECHNICAL & INSPECTION SERVICES Fire Station No. 80
Subtotal