sign in sign up
<<
Home , Inclinometer

Friday, September 11, 2020

Proposal No. IR19-129 El Camino Community College District 3400 West Manhattan Beach Boulevard Torrance, CA 90506-0002

Attention: Mr. Jorge Gutierrez Executive Director, Facilities Planning and Services

Subject: Proposal for Geotechnical Observation/Testing During Earthwork Proposed New Behavioral and Social Sciences (BSS) Building El Camino Community College 16007 Crenshaw Boulevard Torrance, California DSA Application No. 03-119791

In response to Ms. Joann Atienza’s (with Lendlease) September 3, 2020 e-mail, Leighton Consulting, Inc. is pleased to present this proposal to provide geotechnical observation and testing during earthwork for the proposed Behavioral and Social Sciences (BSS) Building, located near the center of the El Camino Community College campus. This currently-proposed phase of geotechnical observation and testing follows recent demolition of the Student Services and Student Activities Center buildings, and rough , at this site. Upon request, we can send information regarding our qualifications. However, Leighton Consulting, Inc. is uniquely qualified to provide these services since we prepared the March 13, 2018 Geotechnical Exploration design-phase report for this proposed Behavioral and Social Sciences (BSS) Building, which is to be constructed on this recently rough-graded pad.

Materials testing is not included in this proposal, but can be provided upon request.

PROPOSED EARTHWORK Our understanding of this project is based on our March 13, 2018 report and December 9, 2019 DSA-approved grading and plans prepared by BKF and Biggs

Board of Trustees Agenda/Measure E - November 16, 2020 - Page 1 El Camino College, BSS Building Earthwork Testing IR19-129

Cardosa Associates, Inc., respectively. This proposal addresses finish-grading earthwork with an overall 22-month construction schedule. Estimated cost listed by DSA was $19,955,741.

This site was previously rough-graded following demolition of the Student Services Building and Student Activities Center (with partial basements). Leighton Consulting, Inc. prepared an August 14, 2020 interim geotechnical rough-grading report, which documented previously-placed compacted fill as part of the recently-completed demolition phase. Numerous incremental earthwork episodes are anticipated for remedial overexcavations, foundation and utility backfill, slab-on- and moisture conditioning and compaction

At the time of preparing this proposal, earthwork quantities and a detailed earthwork schedule were not available for our review.

PROPOSED SCOPE OF SERVICES Our scope of services for this project will be limited to geotechnical observation and density testing during earthwork (overexcavation, backfilling and compaction) for the proposed Behavioral and Social Sciences (BSS) Building. In addition, we will also provide as-needed consultation services during construction. Anticipated geotechnical engineering consultations may include review of material submittals by the contractor and project team meetings. Materials testing is not included in this proposal; but can be provided upon request.

Site safety is the responsibility of the contractor. Therefore, we will notify your site representative whenever we are on site. We will provide our field representatives with conventional and customary personal protection for construction sites, including a hard hat, orange vest and eye protection, and they will wear hard-sole shoes. Please notify us if any additional personal protection is required specific to this site and project. Our field personnel will also be pre-screened with the California Department of Justice Live Scan program. As a southern California example, we will follow the City of Los Angeles Department of Building and Safety’s April 15, 2020 “COVID-19 Safety Guidance for Construction Sites” (unless indicated otherwise by you): https://ladbs.org/docs/default-source/publications/misc-publications/construction-site-guidance.pdf Before leaving the site, our field personnel will report to your on-site field representative upon completion of activities for the day. Our Daily Field Reports (DFRs) will be brought to the project superintendent or designated field representative (e.g. District’s

- 2 - Board of Trustees Agenda/Measure E - November 16, 2020 - Page 2 El Camino College, BSS Building Earthwork Testing IR19-129

construction manager), for their confirmation of activities and hours worked each day; and for their signature on the DFR to document their confirmation and comprehension of what was reported.

Based on our understanding of the project as described in the previous section of this proposal, our geotechnical report, and current preliminary project plans, anticipated tasks for our scope of services will consist of the following field, laboratory and office work, generally presented in chronological order:

. Preconstruction Meeting: We will attend one preconstruction meeting with your construction-management team and the earthwork contractor to establish site access, safety, result dissemination and other communication protocols. We hope to also discuss extent of overexcavation with the contractor at this time.

. Geotechnical Laboratory Testing: Geotechnical () testing will include modified Proctor (ASTM D1557) maximum dry density and optimum moisture content compaction curves, gradation and Expansion Index (EI) testing of proposed/blended backfill, to check for conformance with our report, project specifications and plans.

. Earthwork Observation and Testing: We will observe and test compacted fill and trench backfill in-situ moisture and density to check conformance with project documents and our geotechnical recommendations. In-situ fill density will be determined using a nuclear density gauge in accordance with ASTM D6938. Testing and observation will be performed on a full-time basis for deep utility and overexcavation backfill; and part-time for finish grading, shallow utility trenches (<3- feet deep), pavement subgrades and base compaction.

. Project Management and Geotechnical Engineering Consultation: We will review DFRs and geotechnical-laboratory test results; and provide geotechnical engineering consultation as may be required. Anticipated geotechnical engineering consultations may be required for lime treatment of site clays, and incorporation of crushed concrete from demolition into new engineered-fill. Geotechnical concerns encountered in the field and noted in the daily reports, and any material tested and found to not conform to project specifications, will be brought to the attention of the District’s designated representative and your DSA designated Project Inspector. Supervision, quality and project management will be provided by our Geotechnical Engineer (GE) of Record.

. Compacted Fill Report and Project Closeout: Assuming we will have access to all foundation bearing surfaces and tested all engineered fill, we will then prepare a DSA- 293 Form as the inspection card requires and when the project is completed, which will be required by DSA to properly closeout this project. We will also prepare a compacted fill report for the completed building pad with a summary of our observations, field density-test results and geotechnical-laboratory test results.

- 3 - Board of Trustees Agenda/Measure E - November 16, 2020 - Page 3 El Camino College, BSS Building Earthwork Testing IR19-129

SCHEDULING AND DISPATCHING Leighton Consulting is prepared to begin our work immediately upon receipt of your written authorization to proceed. We would appreciate at least three working days advance notice for scheduling our field personnel on the first day you require our services. Work thereafter may be scheduled with a full (24 hours) one working day advance notice. We will rely on your field representative to contact us to schedule all fieldwork, and to help us avoid unproductive site visits. Calls to our dispatch (866-LEIGHTON) on weekends and holidays are not addressed until the first following working day, without prior arrangement. We anticipate our personnel will be on site periodically for both full time and part time observation and testing, as requested by your field representative. We request that you “partner-with-us” to manage our budget, by avoiding unnecessary trips to the site. We will work with your field representative to reduce standby time and/or unnecessary trips to the site.

FEES, BUDGET, TERMS AND CONDITIONS

Fee Schedule These proposed geotechnical and materials testing services during construction will be performed on a time-and-expense basis at unit rates listed on the attached 2017 Professional Fee Schedule (4 pages). Our hourly rates are based on the assumption that this is a California prevailing wage project. Our fees will be reduced if this project is not subject to California prevailing wage requirements.

Budget Estimate Our estimate is based on 22-month overall construction duration. A detailed construction schedule was not available at the time we prepared this proposal, so there may be significant changes in our budget based on the chosen contractor’s construction sequencing, pace and schedule.

Note that there may be significant efficiencies and cost savings if this project schedule is coincident with and parallel to the Arts Complex Buildings construction, where one field technician can cover both projects simultaneously.

Based on the provided project plans, overall project duration and our experience with similar DSA projects, we have estimated a budget for these services as shown on the attached Table 1, Breakdown of Estimated Fees. Basically, we have budgeted for 240 hours of continuous earthwork observation and testing during remedial overexcavation,

- 4 - Board of Trustees Agenda/Measure E - November 16, 2020 - Page 4 El Camino College, BSS Building Earthwork Testing IR19-129

foundation and utility trench backfill, flatwork subgrade compaction and precise grading. Actual scope and cost may vary from what was estimated if additional time is required on site or if additional testing is required than assumed in Table 1. If actual number of our site visits and/or hours requested are less-than assumed, our fee would be less-than estimated. Conversely, if there are numerous failed density tests, extensive standby or unnecessary site visits, then this budget estimate may be insufficient to complete the project, and we will notify you that our budget needs to be augmented. Services not referenced in our estimated budget will be charged on a time and expense basis in accordance with our fee schedule. Therefore, we suggest a contingency be used with this budget estimate. Typically, 20% is used, which would increase our budget from $41,625 to $49,950. Changes to the drawings and specifications and a construction schedule may affect our scope and budget, which can provide a basis for us to update our fee estimate.

Assumptions have been made in quantities and hours for estimating our costs. These assumptions are presented in Table 1. Additional assumptions are listed below:

. Prevailing Wage: We assume this project is governed by California Prevailing Wage Law. Rates for our on-site technicians are set by the Department of Industrial Relations (currently valid through June 30, 2021 without any pre-determined increases indicated). . Site Access: We assume the site will be readily accessible to our staff and equipment during construction, including free parking on site and safe access to excavations, etc. Upon request, we can include parking fees in our estimate, based on your proposed parking arrangement. . Overtime: This fee estimate is also based on the assumption that our field services will be performed during normal weekday daylight-hours, which does not include overtime. Overtime work (over 8 hours per day and/or 40 hours per week, weekends and/or holidays) will be billed in accordance with our 2017 Professional Fee Schedule, beyond our estimated budget. . Relying on Provided Construction Design Documents: We rely on others to make us aware of approved plans and specifications modifications/updates. Changes to project drawings and specifications and updates to the construction schedule may affect our scope and budget.

Terms and Conditions We understand that this work will be authorized under a standard El Camino Community College District Professional Services Agreement in the form we have signed previously. If you wish us to proceed, please send us such an agreement to review and sign.

- 5 - Board of Trustees Agenda/Measure E - November 16, 2020 - Page 5 El Camino College, BSS Building Earthwork Testing IR19-129

CLOSURE We appreciate this opportunity to be of additional service to the District. If you have any questions or information that would update our scope of work, please contact us at your convenience. The undersigned can be reached at (866) LEIGHTON, specifically at the phone extensions and e-mail addresses listed below.

Respectfully submitted, LEIGHTON CONSULTING, INC.

Edward Che, PE, GE Associate Engineer Extension 4283, [email protected]

Thomas C. Benson, Jr., PE, GE President and CEO Extension 8771, [email protected] EC/TCB:tcb:

Attachments: Table 1 – Breakdown of Estimated Fees (1-page) 2017 Professional Fee Schedule – discounted 10% (4 pages)

Distribution: (1) addressee (PDF via e-mail)

- 6 - Board of Trustees Agenda/Measure E - November 16, 2020 - Page 6 Leighton Consulting, Inc. Table 1. Breakdown of Estimated Fees Behavioral and Social Sciences (BSS) Building Finish Grading Geotechnical Observation and Testing During Finish Grading (Building Construction) Proposal # IR19-129

TASK DESCRIPTION RATE UNITS COST Pre-Construction and Other Meeting Associate $194.00 / hour 8 $1,552.00 SUBTOTAL $1,552.00 Geotechnical Laboratory Testing - Expansion Index (EI, ASTM D4829) $130.00 / each 3 $390.00 Particle size - Sieve only 1½ inch to #200, (ASTM D6913/CTM 202) $135.00 / each 3 $405.00 Modified Proctor compaction 4 inch diameter mold (Methods A & B) (ASTM D1557) $220.00 / each 2 $440.00 Modified Proctor compaction 6 inch diameter mold (Method C) (ASTM D1557) $245.00 / each 2 $490.00 SUBTOTAL $1,725.00 Prevailing Wage Geotechnical (Earthwork) Field Testing Field Soils / Materials Tester [PW] Remedial overexcavation + finish g $122.00 / hour 160 $19,520.00 Field Soils / Materials Tester [PW] Footing and trench backfill + flatwo $122.00 / hour 80 $9,760.00 Vehicle Usage $20.00 / each 240 $4,800.00 SUBTOTAL $34,080.00 Project Management, Quality Review and Reporting Project Administrator/Word Processor $72.00 / hour 8.9445 $644.00 Field / Laboratory Supervisor $126.00 / hour 10 $1,260.00 Associate $194.00 / hour 10 $1,940.00 Principal $212.00 / hour 2 $424.00 SUBTOTAL $4,268.00

TOTAL ESTIMATED COST $ 41,625.00

Board of Trustees Agenda/Measure E - November 16, 2020 - Page 7 2017 PROFESSIONAL FEE SCHEDULE

CLASSIFICATION $/HR CLASSIFICATION $/HR Technician I 77 Project Administrator/Word Processor/Dispatcher 72 Technician II / Special Inspector 86 Information Specialist 99 Senior Technician / Senior Special Inspector 95 CAD Operator 108 Prevailing Wage (field soils / materials tester) * 122 GIS Specialist 126 Prevailing Wage (Special Inspector) * 126 Staff Engineer / Geologist / Scientist 131 Prevailing Wage (Source Inspector, NDT, and Soil Remediation O&M) * 131 Senior Staff Engineer / Geologist / Scientist / ASMR 140 System Operation & Maintenance (O&M) Specialist 126 Operations / Laboratory Manager 158 Non Destructive Testing (NDT) 131 Project Engineer / Geologist / Scientist 158 Deputy Inspector 128 Senior Project Engineer / Geologist / Scientist / SMR 176 Field / Laboratory Supervisor 126 Associate 194 Source Inspector I 122 Principal 212 Source Inspector II 126 Senior Principal 248 Source Inspector III 131 * See Prevailing Wages in Terms and Conditions

GEOTECHNICAL LABORATORY TESTING METHOD $/TEST METHOD $/TEST (CBR, ASTM D1883): CLASSIFICATION & INDEX PROPERTIES Photograph of sample 10 ˗ 3 point 500 Moisture content (ASTM D2216) 20 ˗ 1 point 185 Moisture & density (ASTM D2937) ring samples 30 R-Value (CTM 301) untreated 310 Moisture & density (ASTM D2937) Shelby tube or cutting 40 R-Value (CTM 301) lime or cement treated soils 340 (ASTM D4318) 3 points: 150 SOIL CHEMISTRY & CORROSIVITY ˗ Single point, non-plastic 85 pH Method A (ASTM 4972 or CTM 643) 45 ˗ Atterberg limits (organic ASTM D2487 / 4318) 180 Electrical resistivity – single point – as received moisture 45 ˗ Visual classification as non-plastic (ASTMD 2488) 10 Minimum resistivity 3 moisture content points (ASTM G187/CTM 643) 90 Particle size: pH + minimum resistivity (CTM 643) 130 ˗ Sieve only 1½ inch to #200, (ASTM D6913/CTM 202) 135 Sulfate content - gravimetric (CTM 417 B Part II) 70 ˗ Large sieve – 6 inch to #200 (ASTM D6913/CTM 202) 175 Sulfate screen (Hach®) 30 ˗ only (ASTM D422) 110 Chloride content (AASHTO T291/CTM 422) 70 ˗ Sieve + hydrometer (≤3” sieve, ASTM D422) 185 Corrosion suite: minimum resistivity, sulfate, chloride, pH (CTM 643) 245 ˗ Percent passing #200 sieve, wash only (ASTM D1140) 70 Organic matter content (ASTM 2974) 65 Specific gravity-fine (passing #4, ASTM D854/CTM 207) 125 Specific gravity-coarse (ASTM C127/CTM 206) > #4 retained: 100 STRENGTH ˗ Total - on Shelby tube sample (calculated from density & specific gravity) 165 Pocket penetrometer 15 ˗ Total porosity - on other sample 155 Direct shear (ASTM D3080, mod., 3 points): Shrinkage limits (wax method, ASTM D4943) 126 ˗ Consolidated undrained - 0.05 inch/min (CU) 285 Pinhole dispersion (ASTM D4647) 210 ˗ Consolidated drained - <0.05 inch/min (CD) 345 Dispersive characteristics (double hydrometer ASTM D4221) 90 ˗ Residual shear EM 1110-2-1906-IXA 50 As-received moisture & density (chunk/carved samples) 60 (price per each additional pass after shear) Equivalent (SE, ASTM D2419/CTM 217) 105 Remolding or hand trimming of specimens (3 points) 90 Oriented or block hand trimming (per hour) 65 COMPACTION & PAVEMENT SUBGRADE TESTS Single point shear 105 Standard Proctor compaction, (ASTM D698) 4 points: Torsional shear (ASTM D6467 / ASTM D7608) 820 ˗ 4 inch diameter mold (Methods A & B) 160 ˗ 6 inch diameter mold (Method C) 215 CONSOLIDATION & EXPANSION/SWELL TESTS Modified Proctor compaction (ASTM D1557) 4 points: Consolidation (ASTM D2435): 195 ˗ 4 inch diameter mold (Methods A & B) 220 ˗ Each additional time curve 45 ˗ 6 inch diameter mold (Method C) 245 ˗ Each additional load/unload w/o time reading 40 Check point (per point) 65 Expansion Index (EI, ASTM D4829) 130 Relative compaction of untreated/treated soils/aggregates (CTM 216) 250 Swell/collapse – Method A (ASTM D4546-A, up to 10 load/unloads w/o time curves) 290 Relative density (0.1 ft mold, ASTM D4253, D4254) 235 Single load swell/collapse - Method B (ASTM D4546-B, seat, load & inundate only) 105

Board of Trustees Agenda/Measure E - November 16, 2020 - Page 8 2017 R1/2017 - X www.leightongroup.com PAGE 1 of 4 Leighton | Fee Schedule

METHOD $/TEST METHOD $/TEST TRIAXIAL TESTS TESTS Unconfined compression strength of cohesive soil 135 Triaxial permeability in flexible-wall permeameter with backpressure 310 (with stress/strain plot, ASTM D2166) saturation at one (EPA 9100/ASTM D 5084, Unconsolidated undrained triaxial compression test on cohesive 170 falling head Method C): soils (USACE Q test, ASTM D2850, per confining stress) ˗ Each additional effective stress 120 Consolidated undrained triaxial compression test for cohesive soils, 375 ˗ Hand trimming of soil samples for horizontal K 60 (ASTM D4767, CU, USACE R-bar test) with back pressure Remolding of test specimens 65 saturation & measurement (per confining stress) Permeability of granular soils (ASTM D2434) 135 Consolidated drained triaxial compression test (CD, USACE S test), SOIL-CEMENT with volume change measurement. Price per soil type below EM 1110-2-1906(X): Moisture-density curve for soil-cement mixtures (ASTM D558) 240 ˗ Sand or silty sand soils (per confining stress) 375 Wet-dry durability of soil-cement mixtures (ASTM D559) ¹ 1,205 ˗ or clayey sand soils (per confining stress) 500 Compressive strength of molded soil-cement cylinders (ASTM 60 ˗ soils (per confining stress) 705 D1633) per cylinder ¹ ˗ Three-stage triaxial (sand or silty sand soils) 655 Soil-cement remolded specimen (for , 235 ˗ Three-stage triaxial (silt or clayey sand soils) 875 consolidation, etc.) ¹ ˗ Three-stage triaxial (clay soils) 1,235 Remolding of test specimens 65 ¹ Compaction (ASTM D558 maximum density) should also be performed – not included in above price

CONSTRUCTION MATERIALS LABORATORY TESTING Rubberized asphalt (add to above rates) + 25% SAMPLE TRANSPORT $/TRIP Pick-up & delivery (weekdays, per trip, <50 mile radius from Leighton office) 90 AGGREGATE PROPERTIES (fine & coarse aggregate, ASTM C136/ CTM 202) 135 METHOD $/TEST with finer than #200 wash (ASTM C117) CONCRETE STRENGTH CHARACTERISTICS LA Rattler-smaller coarse aggregate <1.5” (ASTM C131/ AASHTO T96) 200 Concrete cylinders compression (ASTM C39) (6” x 12”) 25 LA Rattler-larger coarse aggregate 1-3” (ASTM C535) 250 Concrete cylinders compression (ASTM C39) (4” x 8”) 22 Durability Index (DI, CTM 229) 200 Compression, concrete or masonry cores (testing only) ≤6 inch (ASTM C42) 40 Cleanness value of coarse aggregate (CTM 227) 210 Trimming concrete cores (per core) 20 Unit weight of aggregate (CTM 212) 50 Flexural strength of concrete (simple beam with 3rd pt. loading, ASTM 85 Soundness, magnesium (ASTM C88) 225 C78/CTM 523) Soundness, sodium 650 Flexural strength of concrete (simple beam with center pt. loading, 85 Uncompacted void content – fine aggregate (CTM 234/AASHTO T304) 130 ASTM 293/CTM 523) Flat & elongated particles in coarse aggregate (CTM 235/ASTM D4791) 215 Non shrink grout cubes (2 inch, ASTM C109/C1107) 25 Percent of crushed particles (CTM 205/AASHTO T335) 135 Drying shrinkage (four readings, up to 90 days, 3 bars, ASTM C157) 400 Organic impurities in concrete sand (CTM 213) 60 Specific gravity – coarse aggregate (CTM 206) 100 HOT MIX ASHPALT (HMA) Specific gravity – fine aggregate (CTM 207) 125 Compacted AC Resistance to Moist Damage (AASHTO T283) 2,100 Sand Equivalent (SE, CTM 217/AASHTO T176) 105 Hamburg Wheel, 4 briquettes (modified) (AASHTO T324) 900 Apparent specific gravity of fine aggregate (CTM 208) 130 Gyratory Compaction (AASHTO T312) 350 Moisture content of aggregates by oven drying (CTM 40 Extraction by ignition oven, percent asphalt (ASTM D6307/CTM 150 226/AASHTO T255) 382/AASHTO T308) Clay lumps, friable particles (ASTM C142) 175 Ignition oven correction/correlation values quote Extraction by centrifuge, percent asphalt (ASTM D2172) 150 MASONRY Gradation of extracted aggregate (ASTM D5444/CTM 202) 135 Mortar cylinders (2” by 4”, ASTM C780) 25 Stabilometer value (CTM 366) 265 Grout prisms (3” by 6”, ASTM C1019) 25 Bituminous mixture preparation (CTM 304) 80 Masonry cores compression, ≤6” diameter (testing only, ASTM C42) 40 Moisture content of asphalt (CTM 370) 60 CMU compression to size 8” x 8” x 16” (3 required, ASTM C140) 45 Bulk specific gravity – molded specimen or cores (ASTM D1188/ 55 CMU moisture content, absorption & unit weight (6 required, ASTM C140) 40 CTM 308/AASHTO T275) CMU linear drying shrinkage (ASTM C426) 175 Maximum density - Hveem (CTM 308) 200 CMU grouted prisms (compression test ≤8” x 8” x 16”, ASTM E 447 C1314) 180 Theoretical maximum density and specific gravity of HMA (CTM 130 CMU grouted prisms (compression test > 8” x 8” x 16”, ASTM E 447 C1314) 250 309/AASHTO T209) Masonry core-shear, Title 24 (test only) 70 Thickness or height of compacted bituminous paving mixture 40 specimens (ASTM 3549)

Board of Trustees Agenda/Measure E - November 16, 2020 - Page 9 2017 R1/2017 - X www.leightongroup.com PAGE 2 of 4 Leighton | Fee Schedule

METHOD $/TEST METHOD $/TEST Prestressing wire, tension (ASTM A416) 150 BRICK Sample preparation (cutting) 50 Compression (cost for each, 5 required, ASTM C67) 40 SPRAY APPLIED FIREPROOFING SLAB-ON-GRADE MOISTURE EMISSION KIT Unit weight (density, ASTM E605) 60 Moisture test kit (excludes labor to perform test, ASTM E1907) 60 OTHER TESTS REINFORCING STEEL Resistance Butt-Welded Hoops/Bars, up to No. 10 (CTM 670) 180 Rebar tensile test, ≤ up to No. 10 (ASTM A370) 45 Resistance Butt-Welded Hoops/Bars, No. 11 & over (CTM 670) 240 Rebar tensile test, ≥No. 11 & over (ASTM A370) 100 Mechanical Rebar Splice (Service), up to No. 10 (CTM 670) 180 Rebar bend test, up to No. 11 (ASTM A370) 45 Post-Tensioned Bars (ASTM A772) 420 Epoxy coated rebar/dowel film thickness (coating) test (ASTM A775) 45 Elastometric Bearing Pads (Caltrans SS 51/SP) 1620 Epoxy coated rebar/dowel continuity (Holiday) test (ASTM A775) 65 Seal Type B, MR1”/MR2” (Caltrans SS 51/SP) 1960 Epoxy coated rebar flexibility/bend test, up to No. 11 (ASTM A775) 45 100W HPS Lighting (Caltrans RSS 86) 1296 STEEL Bearing Plates (A536) 720 Tensile strength, ≤100,000 pounds axial load (ASTM A370) 45

EQUIPMENT, SUPPLIES & MATERIALS $/UNIT $/UNIT 1/4 inch Grab plates 5 each Manometer 25 day 1/4 inch Tubing (bonded) 0.55 foot Mileage (IRS Allowable) 0.535 mile 1/4 inch Tubing (single) 0.35 foot Nuclear moisture and density gauge 88 day 3/8 inch Tubing, clear vinyl 0.55 foot Pachometer 25 day 4-Gas meter (RKI Eagle or similar)/GEM 2000 130 day Particulate Monitor 125 day Air flow meter and purge pump (200 cc/min) 50 day pH/Conductivity/Temperature meter 55 day Box of 24 soil drive-sample rings 120 box Photo-Ionization Detector (PID) 120 day Brass sample tubes 10 each Pump, Typhoon 2 or 4 stage 50 day Caution tape (1000-foot roll) 20 each QED bladder pump w/QED control box 160 day Combination lock or padlock 11 each Resistivity field meter & pins 50 day Compressed air tank and regulator 50 day Slip / threaded cap, 2-inch or 4-inch diameter, PVC Schedule 40 15 each Concrete coring machine (≤6-inch-dia) 150 day Slope inclinometer 200 day Consumables (gloves, rope, soap, tape, etc.) 35 day Soil sampling T-handle (Encore) 10 day boxes 11 each Soil sampling tripod 35 day Crack monitor 25 each Stainless steel bailer 40 day Cutoff , reciprocating, electric (Saws All) 75 day Submersible pump, 10 gpm, high powered Grunfos 2-inch with controller 160 day Disposable bailers 12 each Submersible pump/transfer pump, 10-25 gpm 50 day Disposable bladders 10 each Support service truck usage ( installation, etc.) 200 day Dissolved oxygen meter 45 day Survey/fence stakes 8 each DOT 55-gallon containment drum with lid 65 each Tedlar® bags 18 each Double-ring infiltrometer 125 day Traffic cones (≤25)/barricades (single lane) 50 day Dual-stage interface probe 80 day Turbidity meter 70 day Dynamic Cone Penetrometer 400 day Tyvek® suit (each) 18 each Generator, portable gasoline fueled, 3,500 watts 90 day Vapor sampling box 55 day Global /Laser Range Finder 80 day Vehicle usage (carrying equipment) 20 hour Hand auger set 90 day VelociCalc 35 day HDPE safety fence (≤100 feet) 40 roll Visqueen (20 x 100 feet) 100 roll Horiba U-51 water quality meter 135 day Water level indicator (electronic well sounder) <300 feet deep well 60 day Magnahelic gauge 15 day ZIPLEVEL® 15 day

Other specialized geotechnical and environmental testing & monitoring equipment are available, and priced per site

Board of Trustees Agenda/Measure E - November 16, 2020 - Page 10 2017 R1/2017 - X www.leightongroup.com PAGE 3 of 4 Leighton | Fee Schedule

TERMS & CONDITIONS

 Expiration: For all classifications except those subject Leighton’s liability equal to our total fees for a given to prevailing wage, this fee schedule is effective through project. December 31, 2017 after which remaining work will be billed at then-current rates.  Invoicing: Invoices are rendered monthly, payable upon receipt in United States dollars. A service charge of 1½-  Proposal Expiration: Proposals are valid for at least 30 percent per month will be charged for late payment. days, subject to change after 30 days; unless otherwise stated in the attached proposal.  Client Disclosures: Client agrees to provide all information in Client’s possession about actual or  Prevailing Wages: Our fees for prevailing wage work possible presence of buried utilities and hazardous are subject to change at any time based upon the project materials on the project site, prior to fieldwork, and advertised date, and changes in California prevailing agrees to reimburse Leighton for all costs related to wage laws or wage rates. Prevailing wage time accrued unanticipated discovery of utilities and/or hazardous will include portal to portal travel time. Prevailing wage materials. Client is also responsible for providing safe rates are subject to increase after June 30, 2017. and legal access to the project site for all Leighton field personnel.  Overtime: Overtime for field personnel will be charged at 1.5 times basic hourly rates when exceeding 8 hours  Earth Material Samples: Quoted testing unit rates are up to 12 hours per 24 hour interval, and 2 times basic for soil and/or rock (earth) samples free of hazardous hourly rates when exceeding 12 hours in 24 hours or on materials. Additional costs will accrue beyond these Sunday, and 3 times basic hourly rates on California standard testing unit rates for handling, testing and/or official holidays. disposing of soil and/or rock containing hazardous materials. Hazardous materials will be returned to the  Expert Witness Time: Expert witness deposition and site or the site owner’s designated representative at testimony will be charged at 2 times hourly rates listed on additional cost not included in listed unit rates. Standard the previous pages, with a minimum charge of four hours turn-around time for geotechnical-laboratory test results per day. is 10 working days. Samples will be stored for 2 months,  Minimum Field Hourly Charges: For Field Technicians, after which they will be discarded. Prior documented Special Inspectors or Material Testing Services: notification is required if samples need to be stored for a longer time. A monthly storage fee of $10 per bag and 4 hours: 4-hour minimum charge up to the first four $5 per sleeve or tube will be applied. Quoted unit rates hours of work are only for earth materials sampled in the United States. 8 hours: 8-hour minimum charge for over four hours of There may be additional cost for handling imported work, up to eight hours samples.  Outside Direct Costs: , subcontractor  Construction Material Samples: After all designated fees and expenses, project-specific permits and/or 28-day breaks for a given sample set meet specified licenses, project-specific supplemental insurance, travel, compressive or other client-designated strength, all subsistence, project-specific parking charges, shipping, “hold” cylinders or specimens will be automatically reproduction, and other reimbursable expenses will be disposed of, unless specified in writing prior to the 28-day invoiced at cost plus 20%, unless billed directly to and break. All other construction materials will be disposed paid by client. of after completion of testing and reporting.  Insurance & Limitation of Liability: These rates are predicated on standard insurance coverage and a limit of

Board of Trustees Agenda/Measure E - November 16, 2020 - Page 11 2017 R1/2017 - X www.leightongroup.com PAGE 4 of 4