Oxnard City Council
February 4, 2025

558
Agreement No. 32500313

CITY OF OXNARD LIVING WAGE REQUIREMENTS
EFFECTIVE JULY 1, 2024

Consultant shall compensate any employee of Consultant who provides Services under
this Agreement in accordance with the Living Wage Policy, attached hereto and incorporated herein by reference as Exhibit D. While this Agreement is in effect, Consultant
shall pay such employee no less than $19.51 per hour for each hour that such employee provides Services under this Agreement. This hourly rate shall be adjusted
on July 1, 2024, and each July 1 thereafter, according to the percentage change in the Consumer Price Index, all items, prepared by the Bureau of Labor S
tatistics for the Los Angeles area relating to all urban consumers (CPI-U), index base 1982-84=100, comparing May of
the previous year to May of the current year. In
addition, while this Agreement is in effect, Consultant shall provide to such employee no less than 96 hours of paid leave per calendar year.
a. Consultant agrees to post, at a location readily accessible to those employees providing Services to the City, a copy of the Living Wage Policy adopted by the Oxnard City Council on July 9, 2002 and effective October 1, 2002. b. If Consultant fails to compensate such employee pursuant to the Living Wage Policy, the City Manag er or designee shall terminate th is Agreement on written notice to Consultant, effective immediately.
c. In addition, if Consultant fails to comp ly with the Living Wage Policy in any manner, Consultant shall pay to City a fine of $500 and shall pay to any employee providing Services under this Agreement a penalty of three times the amount or value of the compensation owed to such employee under the Living Wage Policy. Consultant shall pay such fine and penalty within fifteen (15) calendar days after the City Manager or designee provides written notice to Consultant of the amount owed.

559
Agreement No. 32500313

EXHIBIT E

ON-CALL PROFESSIONAL SERVICES AGREEMENT
(CITY of Oxnard and Woodard & Curran, Inc.)

PREVAILING WAGE

1. Consultant acknowledges that the Project defined in the Agreement between Consultant and City is a “public work” as defined in Division 2, Part 7, Chapter 1 of the California Labor Code (“Chapter 1”), and that this Agreement is subject to Chapter 1 and the rules and regulations established by the Director of Industrial Relations (“DIR”) implementing such statutes. Consultant shall perform the Project as a public work.

Consultant shall comply with and be bound by all the terms, rules and regulations described in Chapter 1 and the DIR’s rules and regulations as though set forth in full herein.

2. Pursuant to Labor Code Section 1773.2, copi es of the prevailing rate of per diem wages for each craft, classification, or type of worker needed to perform the Agreement are on file at City Hall and wil l be made available to any interested party on request.

Consultant acknowledges receipt of a copy of the DIR determination of such prevailing rate of per diem wages, and Consultant shall post such rates at each job site covered by this Agreement.

3. Consultant is required to post job site notices, as prescribed by regulation. See Labor Code Section 1771.4(a)(2).

4. Consultant shall comply with and be bound by the provisi ons of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. Consultant shall, as a penalty to City, forfeit not more than $200 for each calendar day or portion thereof for each worker paid less than the DIR’s determined prevailing rates for the work or craft in which the worker is employed pursuant to this Agreem ent by Consultant or any subcontractor.

The Labor Commissioner shall determine the amount of the penalty as described in Section 1775.

5. Consultant shall comply with Labor Code Section 1776, which requires Consultant and each subcontractor to (1) keep accurate payroll records and verify such records in writing under penalty of perjury, (2) certify and make such payroll records available for inspection, and (3) inform City of the location of the records.

6. Consultant shall comply with Labor Code Sections 1777.5, 1777.6 and 1777.7 and California Administrative Code Title 8, Section 200 et seq. concerning the employment of apprentices on public works projects fo r all apprenticeable occupations. Before commencing work under this Agreement, Cons ultant shall provide City with a copy of the information submitted to any applicab le apprenticeship program. Within 60 days after concluding the Project, Co nsultant and each of its subc ontractors shall submit to

560
Agreement No. 32500313
City a verified statement of the journeyman and apprentice hours performed under this Agreement.

7. Consultant may not be debarred or suspended throughout t he Agreement Term pursuant to Labor Code Section 1777.1 or 1777.7. If he, she or it becomes debarred or suspended in the Agreement Term, Consultant must i
mmediately notify City.

8. Consultant is not qualified to bid on, be listed in a Bid proposal, or engage in the performance of any contract for public work, as defined in Labor Code Sections 1720 through 1861, unless currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5. C onsultant shall continue with out interruption to stay registered and qualified to perform public wo rk pursuant to Section 1725.5 for the duration of the term of this Agreement. This provision does not apply to construction, alteration, demolition, installation or repai r work of $25,000 or less or to maintenance work of $15,000 or less.

9. Consultant acknowledges that 8 hours labor constitutes a legal day’s work.

Consultant shall comply with and be bound by Labor Code Section 1810.

10. Consultant shall comply with and be bound by Labor Code Section 1813 concerning penalties for workers who work excess hours. Consultant shall, as a penalty to City, forfeit $25 for each worker employed in the performance of this Agreement by Consultant or by any subcontractor for each calendar day during which such worker is required or permitted to work more than 8 hours in any calendar day and 40 hours in any one calendar week in violation of the prov isions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code Section 1815, work performed by Consultant’s employees in excess of 8 hours per day and 40 hours per week shall be permitted upon public work upon compensation for all hours worked in excess of 8 hours per day at not less than 1 ½ times the basic rate of pay.

11. The Project listed in the Agreement is subject to compliance monitoring and enforcement by the DIR.

12. Consultant shall be responsible for each and every one of its subcontractors’ compliance with Chapter 1, the DIR’s rules and regulations, and Labor Code Sections 1860 and 3700. Consultant shall include in the written c ontract between it and each subcontractor a copy of, and a requirement t hat each subcontractor shall comply with, those statutory provisions. Consultant shall be required to take all actions necessary to enforce such contractual provisions and ens ure subcontractors’ compliance, including without limitation, conducting a periodic review of the certified payroll records of each subcontractor, and upon becoming aware of the fa ilure of the subcontractor to pay its workers the specified prevailing rate of wages, Consultant shall diligently take corrective action to halt or rectify any failure.

13. To the maximum extent, Consultant shall hold harmless, defend (with counsel approved by the City Attorney) and indemnify City, its legislative bodies, and its officials,

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Agreement No. 32500313
officers, employees and agents from any demand or claim for damages, compensation, fines, penalties or other amounts arising out of or incidental to any acts or omissions listed above by any person or entity (including Consultant, its subcontractors, and each of their officials, officers, empl
oyees and agents) in connection with any work
undertaken or in connection with the Agreement, including without limitation the payment of all attorneys’ fees and other rela ted costs. All duties of Consultant under this Section shall survive Agreement termination.

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Agreement No. 32500313

EXHIBIT F

ON-CALL PROFESSIONAL SERVICES AGREEMENT
(CITY of Oxnard and Woodard and Curran, Inc.)

IRAN CONTRACTING ACT CERTIFICATION
(TO BE EXECUTED AND SUBMITTED WITH THE AGREEMENT)
Public Contract Code Sections 2202-2208
Pursuant to Public Contract Code 2204.(a) A public entity shall require a person that is submits a bid or proposal to, or otherwise proposes to enter into or renew a contract with, a public entity with respect to a contract for goods or services of one million dollars ($1,000,000) or more to certify, at the time an Agreement is signed or renewed, that the person is not identified on a list created pursuant to subdivision (b) of Section 2203 as a person engaging in investment activities in Iran described in subdivision (a) of Section 2202.5 or as a person described in subdivision 9b) of Section 2202.5, as applicable.

To comply with this requirement, please insert your company/entity and Federal ID number (if available) and complete one of the options below. Please note, California law established penalties for providing false certifications, including civil penalties equal to the greater of $250,000 or twice the amount of the contract for which the false certification was made, contract termination and three-year ineligibility to bid on contract in accordance with Public Contract Code section 2205.

OPTION No.1 – CERTIFICATION
I, the official named below, certify I am duly authorized to execute this certification on behalf of the company/entity identified below, and the company/entity identified below is not on the current list of persons engaged in investment activities in Iran created by DGS and is not a financial institution extending twenty million dollars ($20,000,000) or more in credit to another person or entity, for 45 days or more, if that other person or company/entity will use the credit to provide go ods or services in the ener gy sector in Iran and is identified on the current list of persons engaged in investment activities in Iran created by DGS in accordance with subdivision
(b) of Public Contract Code 2203.

Company Name/Financial Institution (printed): Federal ID Number (or n/a):

By (Authorized Signature):

Printed Name & Title of Person Signing: Date Executed Executed in the County of in the State of
OPTION No.2 – EXEMPTION
Pursuant to Public Contract Code sections 2203(c) a nd (d), a public entity may permit a vendor/financial institution engaged in investment activities in Iran, on a case-by-case basis, to be eligible for, or to bid on, submit a proposal for, or enters into or renews, a contract for goods and services. If you have obtained an exemption from the certification requirement under the Iran Contracting Act, please fill out the information below and attach documentation demonstrating the exemption approval.

Company Name/Financial Institution (printed): Federal ID Number (or n/a):

By (Authorized Signature):

Printed Name & Title of Person Signing: Date Executed Executed in the County of in the State of

563
RATES AND COSTS EXHIBIT A-1
G
E'ni;ompass Consultant Group
BILLING RATES EFFECTIVE JANUARY 1, 2023
Engineering
Designer ............................... , .... -·•····· ................. $95 Senior Designer ............... ........................ , ....... $135 Assistant Engineer I .................. , .................... , $120 Assistant Engineer II ....................................... $135 Associate Engineer ........................................ $160 Senior Engineer 1. .............................. ............. $175 Senior Engineer 11 ........................................... $190 Principal Engineer I ........................................ $210 Principal Engineer 11 ....................................... $230 General
Technical/Clerical Support ............................... $80 Testimony (Trial or Deposition) .. 2.5 x Hourly Rate
S pecla I Consultant ........ ................................. $250 (Principal with specialized skills in engineering,
geomatics or planning)
Outside Consultant.. ............................. Cost + 10% Reimbursable Expenses ...................... Cost+ 10%
Geomatics (Surveying & Mapping)
Surveying Technician ....................................... $95 Assistant Surveyor I ............................ , ........... $120 Assistant Surveyor 11 ....................................... $135 Associate Suiveyor ........................................... $160 Senior Surveyor 1 .......................... , ................. , $175 Senior Surveyor 11 ........................................... $190 Princ!pal Surveyor r ........................................ $210 Principal Surveyor II ....................................... $230 One-Man Survey Crew ................................... $175 Two-Man Survey Crew .................................... $255 Three-Man Survey Crew .................... � ........... $360 One-Man Survey Crew (Prevailing Wage) ..... $185
Two-Man Survey Crew (Prevailing Wage) ..... $280
Three-Man Survey Crew (Prevailing Wage) .. $420
* The above billing rates are for straight time (non-overtime) work. Overtime and Saturdays will be charged at 150% of the standard hourly rates. Sundays and holidays will be charged at 200% of the standard hourly rates. * 'Prevailing Wage' rates are used for field work on projects subject to federal or state prevailing wage law and are subject to increases in accordance with the CA Dept of Industrial Relations.

An Employee Owned Company
Agreement No. A-8409 (Amendment 1)
564
Agreement No. A-8409 (Amendment 1)
565
Agreement No. A-8409 (Amendment 1)
566
Agreement No. A-8405
567
Agreement No. A-8405
568
Agreement No. A-8405 (1st Amendment)
569
Agreement No. A-8392
570
Agreement No. A-8391
571
Agreement No. A-8391
(1st Amendment)
572
Agreement No. A-8393
573
Agreement No. A-8393
574
Agreement No. A-8393
575
Agreement No. A-8393
576
Agreement No. A-8393
577
Agreement No. A-8393
578
Agreement No. A-8393 (1st Amendment)
579
Agreement No. A-8393 (1st Amendment)
580
Agreement No. A-8394
581
Agreement No. A-8411 (1st Amendment)
582
Agreement No. A-8411 (1st Amendment)
583
Agreement No. A-8411 (2nd Amendment)
584
Agreement No. A-8411 (2nd Amendment)
585
Agreement No. A-8411 (2nd Amendment)
586
Agreement No. A-8412
587
Agreement No. A-8412
588
Agreement No. A-8412
589
Agreement No. A-8413
590
Agreement No. A-8414
591
Agreement No. A-8383

RA TES AND COSTS EXHIBT

PROFESSIONAL FEE SCHEDULE

LABOR RATES
CLASSIFICATION $/HR
Technician 1................. ............ .. ..... .. ........ 81 Technician II/ Special Inspector ................. ................................................... 90 Senior Technician / Senior Special Inspector .................. ............................ 106 Prevailing Wage (field soils / materials tester) • ........................................... 138 Prevailing Wage (Special Inspector)• .......................................................... 142 Prevailing Wage (Source Inspector, NOT and soil remedialion O&M)' ........ 145 System Operation & Maintenance (O&M) Specialist.. .................................. 135 Non Destructive Testing (NDT) ..................................................................... 142 Deputy Inspector .......................................................................................... 106 Field I Laborator/ Supervisor ....................................................................... 135 Source Inspector.......................... . .................................................... 122 City or Los Angeles Deputy Building (including Grading) Inspector ............. 144 ' See Prevailing Wages in Terms and Conditions
CLASSIFICATION $/HR
Project Administrator/Word Processor/Dispatcher ..................... ... 7 4 Information Specialist .............. ............. .. .. 99 CAD Operator ...................................... .................................................... ... 117 GIS Specialist.... ........................ .... ....... .126 GIS Analyst .................................................................................................. 149 Staff Engineer / Geologist I Scientist.. .......................................................... 138 Senior Staff Engineer / Geologist / Scientist/ ASMR ................................... 152 Operations / Laboratory Manager ................................................................. 167 Project Engineer/ Geologist/ Scientist.............. .. ........................... 175 Senior Project Engineer / Geologist I Scientist/ SMR .................................. 193 Associate ...................................................................................................... 212 Principal...................................................... .. ....... 230 Senior Principal .... ..... .. ............ 266

GEOTECHNICAL LABORATORY TESTING
METHOD $/TEST

CLASSIFICATION & INDEX PR OPERTIES
Photograph of sample .................................................................................... 10 Moisture content (ASTM D2216) ........................................................................ 20 Moisture & density (ASTM 02937) ring samples ................................................ 30 Moisture & density (ASTM 02937) Shelby tube or cutting ................................ .40 Atlerberg limits 3 points (ASTM D4318): .......................................................... 150 - Single point, non-plastic ............................................................................ 85 - Allerberg limits (organicASTM D2<187 /Oo\318) ............................................. 180 - Visual classification as non-plastic (ASTM D2488) ....................................... 10 Particle size: ................................ .
- Sieve only 1½ inch to #200 (MSHTOT27/ASTMC136/ASTI,ID5913iCTM202) ... 135 - Large sieve 6 inch to #200 (AASHTOT271ASTM C136!AS1M06913/CTM 202) ... 175 - Hydrometer only (ASTM D7928) ................................................................ 110 - Sieve + hydrometer �3 inch sieve, tASTM 7928) ...................................... 185 - Percent passing #200 sieve, wash only (ASTM D1140) ... .. ... .................... 70 Specific gravity and absorption of fine aggregate
iAASHTO T84IASTM C1281ASTM D854/CTM 207) .............................................. 130 Specific gravity and absorption or coarse aggregate
(AASHTOT85/ASTM C\27/CTM 206)................................. .. ................... 100 - Total porosity-on Shelby tube sample (calculated). .. ................. 165 - Tola! porosity• on other sample (calculated) ............... .......................... 155 Shrinkage limits wax method (ASTM 04943) ................................................... 126 Pinhole dispersion {ASTM D4647) ................................................................... 210 Dispersive characteristics !double hydrometer ASTM D4221) ................................ 90 As•received moisture & density (chunk/carved samples).... .. .............. 60 Sand Equivalent IMSHTO T176/ASTM D2419/CTM 217) .................................... 105

SHEAR STRENGTH
Pocket penetrometer ............ ... .. ............ ... .15 Direct shear tASTM 03080, m-O<J .. 3 polnls):

Consolidated undrained • 0.05 inch/min (CU) .............................................. 285 Consolidated drained• <0.05 inch/min (CD) ................................................ 345 Residual shear EM 1110·2· 1906-IXA (pnce per each addilionat pass after shear) .... 50 Remolding or hand trimming of specimens (3 points) .................................... 90 Oriented or block hand trimming (per hour)............................... .. ...... 65 Single point shear ............................................ ...................... ................... . 105 Torsional shear (ASTM D6467 I ASTM 07608) ...................... . 820 METHOD $/TEST

COMPACTION & PAVEMENT SUBGRADE TESTS
Standard Proctor compaction, 4 points (ASTM D698)
- 4 inch diameter mold (Methods A & B) ................................................... 160 - 6 inch diameter mold (Method C) ........................................................... 215 Modified Proctor compaction 4 points tASTM 01557):
- 4 inch diameter mold Methods A & B ...................................................... 220 - 6 inch diameter mold Method C .............................................................. 245 Check point (per point) ................................................... ........................... ... 65 Relative compaction of unlreated/treated soils/aggregates (CTM 216) .......... 250 Relative density 0.1 ft mold (ASHA 04253, 04254).................. .. .. 235 California Bearing Ratio (ASTM D1883)
- 3 point ..................................................................................................... 500 - 1 point ..................................................................................................... 185 R-Value untreated soils/aggregates tAASHTO T190IASTM D2844/CTM 301) ....... 310 R•Value lime or cement treated soils/aggregates (MSHTO T190/ASTM D2844/CTM 301) ............................................ , ............................................. 340

SOIL CHEMISTRY & CORROSIVITY
pH Method A (ASTM 04972 or CTM 643) ........ ................... .. ..... 45 Electrical resistivity- single poinl - as received moisture .............................. 45 Minimum resislivity 3 moisture content points tASTM G 187/CTM 643) ............... 90 pH + minimum resistivity (WA &13) ............................................................... 130 Sulfate content - gravimetric (CTM417B Part2) ................................................ 70 Sulfate content - by ion chromalograph (CTM 417 Part 2) .... 80 Sulfate screen (Hach�) ... ............................................................................... 30 Chloride contenl (AASHTOT291/ CTM 422) ......................................................... 70 Chloride content - by ion chromatograph (AASHTO T2911CTM 422) ................... 80 Corrosion suite: minimum resistivity, sulfate, chloride, pH (CTM 643) ............ 265 Organic matter content (ASTM 02974) ......... ........................ ................. ........ 65

CONSOLIDATION & EXPANSION/SWELL TESTS
Consolidation (ASTM D2435): .......................................................................... 195 Each additional time curve. ........................ .. ........ .45 Each additional load/unload w/o time reading ............................................... .40 Expansion Index (ASTM D4829) ...................................................................... 130 Single load swell/collapse• Method B (ASTM 04546-8, seat,load & ir,.ir.date ooly) .... 105 Swell collapse Method A up to 10 load/unloads wlo time curves (ASTM D4546·A) ....... .................... ........ .. . ................................. ......... 290 592
METHOD

TRIAXIAL TESTS
$/TEST
Unconfined compression strength of cohesive soil (with slress/sirain plol.

ASTMD2166)................................................................................................ ..135 Unconsolidated undrained triaxial compression test on cohesive soils (UU, ASH.I D2850, USAGE Q lest, per confining s�ess) ......................................... 170 Consolidated undrained triaxial compression test for cohesive soils, (CU, ASHA 04767. USACE R•bar tesl) with back pressure saturation & pore water pressure measurement (per confining stress) ...................................... 375 Consolidated drained triaxial compression test (CD. USAGES), with volume change measurement. Price per soil type below EM 1110-2-1906(X):

Sand or silty sand soils (per confining stress) ......................................... 375 Sill or clayey sand soils (per confining stress) ........................................ 500 Clay soils (per confining stress) .............. .............. . ............ 705 Three.stage lriaxial (sand or silly sand soils) .......................................... 655 Three-stage triaxial (silt or clayey sand soils) ......................................... 875 Three•stage triaxial (clay soils) ............................................................. 1,235 Remolding of test specimens .................................................................... 65 Agreement No. A-8383

FEE SCHEDULE
METHOD $/TEST

HYDRAULIC CONDUCTIVITY TESTS
Triaxial permeability in flexible-wall permeameter with backpressure saturation at one effective stress
(EPA 9100/ASTM D5-084, faling hc.xl MelllOd C): ........................................ ....... 310 Each additional effective stress .................................................................... 120 Hand trimming of soil samples tor horizontal K .............................................. 60 Remolding of test specimens ...................................... .................................. 65 Permeability of granular soils (ASTM 02434) .......... 135 Soil suction (filler paper method, ASTM D5198) .................................................... 400

SOIL-CEMENT
Moisture-density curve for soil-cemenl mixtures (ASTM D558) .............. ........ 240 Wet-dry durability of soil·cement mixtures (ASTM D559) ' ........................... 1,205 Compressive strength of molded soil-cemenl cylinder (ASTM Dt633)' ............. 60 Soil-cement remolded specimen (for shear strength, consolidation, etc.) ' ............ 235 ' Compaction (ASTM D558 ma�mum density) should also be performed -not included in above price

CONSTRUCTION MATERIALS LABORATORY TESTING
METHOD $/TEST

CONCRETE STRENGTH CHARACTERISTICS
Concrete cylinders compression (ASTM C39J (6" x 12' and 4· x 8") ................ 35 Compression, concrete or masonry cores (testing only) :!>6 inch (ASTM C42) ..... .40 Trimming concrete cores (per core) .... ..................... ............................... .... 20 Flexural strength of concrele (simple beam.3rd pl. loading, ASThl C78/CTM 523) ..... 85 Flexural strength of concrete (simple beam-center pl looding.ASTM C2931CTM 523) ... 85 Non shrink grout cubes (2 inch, ASTM C1091C1107) ............................................ 25 Drying shrinkage - four readings, up to 90 days, 3 bars (ASTM C157) .......... .400 Length of concrete cores (CTM 531) ...... ... .40

HOT MIX ASPHALT (HMA)
Resistance of compacted HMA to moisture-induced damage
(MSHTO 1283/CTM 371) ....................................................... . ....... 2, 100 Hamburg Wheel, 4 briquettes (modified) (MSHTOT324)........... . ........ 900 Superpave gyratory compaction (AASHTO T312IASTM D6925) ......................... 350 Exlraction by ignilion oven, percent asphalt
(MSHTO 1308/ASTM D6307/ CTM 382) .................... ........................................ 150 Ignition oven correction/correlalion values
(AASHTO 1308/ASTM 06307/CTM 382) ................... ...................................... 1,350 Extraction by centrifuge, percent asphalt (ASTM D2172) ................................ 150 Gradation of extracted aggregate (AASHTO T301ASTM 05444/CTM 202) ............ 135 Slabilometer, $-Value (ASTM D t 560/CTM 366) ................................................. 265 Bituminous mixture preparation (MSHTO R30ICTM 304) ................................... 80 Moisture content of HMA (MSHTO T329/ASTM D6037/CTM 370) ......................... 60 Bulk specific gravity of compacted HMA, molded specimen or cores, uncoated (AASHTO T166/ASTM D2726/CTM 308) .............................................. 50 Bulk specific gravity of compacted HMA, molded specimen or cores, paraffin-coated (MSHTO T275IASTM 01188/CTM 308)... . ................. 55 Maximum density - Hveem (CTM 308) ............................................................ 200 Theoretical maximum density and specific gravity of HMA (AASHTO T2091 ASTM 02041/CTM 309) ................................................................................. 130 Thickness or height of compacted bituminous paving mixture specimens (/\STM 03549) ......................... ................................ . ....... .......... ......... .40 Wei track abrasion of slurry seal (ASTM D39t0) ........... . ................... ........ 150 Rubberized asphalt (add lo above rates) ..... ..................... ..................... ...... +25% BRICK
Compression - cost for each, 5 required (/\STMC67)......... . .............. 50 Absorption -cost tor each, 5 required (ASTM C67) ........................................... 50 METHOD $/TEST
AGG�EGATE PR OPERTIES
Bulk density and voids in aggregates (AASHTO Tt9/ASTM C29/CTM 212) ........... 50 Organic impurities in fine aggregate sand (AASHTO T211ASTM C40ICTM 213) .... 60 LA Rattler-smaller coarse aggregate <1.5" (AASHTO T96'ASTM C131/CTM2tt) ... 200 LA Rattler-larger coarse aggregate 1.3· (A ASHTO T96/ASTM C5351CTM 211) .... 250 Apparent specific gravity or fine aggr egate (MSHTO T84/ASTM C128/ CTM 200) ... 130 Specific gravity and absorption or coarse aggregate (ASTM C1271CTM 206) >#4 retained ............................................................................................. 100 Clay lumps, friable particles (AASHTOT112/ASTM C142) .................................. 175 Durability Index (AASHTO T210/ASTM 03744/CTM 229) ...................................... 200 Moisture content of aggregates by oven drying
(AASHTO T255/ASTM C5661CTM 226) .............................................. .. ............ .40 Uncompacted void content of fine aggregate
(AASHTO T304/ ASTM C12511 CTM 234) .......................................................... 130 Percent of crushed particles (AASHTOT3351ASTM 05821/CTM 205) .................. 135 Flat & elongated particles in coarse aggregate (ASTM D4791/CTM 235) .......... 215 Cleanness value of coarse aggregate (CTM 227) ........................................... 210 Soundness, magnesium (AASHTO T11l<IIASTM C88/CTM 114) ···························225 Soundness, sodium (AASHTO T104/ASTM C88/CTM 214) ··················· .. ··· .. ········650

MASONRY
Mortar cylinders 2" x 4" (ASTM C780) ............................................................... 30 Grout prisms 3" x 6" (ASTM c1019) ................................................................... 30 Masonry cores compression, :S6" diameter - testing only (ASTM C42) ............ .40 Masonry core-shear, Title 24 -test only .......................................................... 80 Veneer bond strength, cost for each• 5 required (ASTM C482) ........................ 55 CMU compression to size 8" x a· x 16" - 3 required (ASTM CM0) .................... 55 CMU moisture content, absorption & unit weight - 6 required (ASTM Ct40) ..... 50 CMU linear drying shrinkage (ASTM C426) ..................................................... 175 CMU grouted prisms compression test :!>8' x 8" x 16" (ASTM C1314) ............. 200 CMU grouted prisms compression test > 8" x 8" x 16"(ASTM c1314) ........... . 250

BEARING PAD S/PLATES AN D JOINT SEAL
Elastomeric bearing pads (Caltrans ss 51-3) ................................ .................. 990 Elastomeric bearing pad with hardness and compression tests (Caltrans SS 51-3) ...................................................................................... 1,230 Type A Joint Seals (Caltrans ss 51·2) .................................................. ........ 1,620 Type B Joint Seals (Caltrans SS 51·2) .................. ......................................... 1,530 Bearing plates (A536J.... . ............................................................. 720 Fee/2021 www.leightongroup.com Page 2 of 4
593
METHOD $/TEST

STREET LIGHTS/SIGNALS
LED Luminaires / Signal Modules / Countdown Pedestrian Signal Face Modules (Caltrans RSS 86)....... . ................................................. 1,300

SPRAY APPLIED FIREPROOFING
Unil weight (densily, ASTM E605) ........................................................................ 60

REINF ORCING STEEL AND PRESTRESSING STRANDS
Rebar tensile test, sup to No. 11 (ASTMA370) ................................................ 65 Rebar tensile lest, 2: No. 14 & over (ASTMA370) ........................................... 200 Rebar bend test, up to No. 11 (ASTMA370) ...................................................... 65 Rebar bend test, 2 No. 14 & over (ASTM A370) .............................................. 200 Resistance butt-welded hoops/bars, tensile test, sup to No. 10 (CTM 670) .... 65 Resistance bull-we lded hoops/bars, tensile test, 2 No. 11 & over (CTM 670) ... 85 Mechanical rebar splice, tensile test, sup to No. 11 (CTM 670) ....................... 65 Mechani cal rebar splice, slip test, sup to No. 11 (CTM 670) ........................... .40 Mechanical rebar splice, tensile test, 2: No. 14 & over (CTM 670) .................. 200 Mechanical rebar splice, slip test, 2: No. 14 & over (CTM 670) ....................... 200 Headed rebar splice, tensile test, sup to No. 11 (CTM 670) ............................ 65 Headed rebar splice, tensile test, 2: No. 14 & over (CTM 670) ....................... 200 Agreement No. A-8383

FEE SCHEDULE
METHOD ....................... .................................................. $/TEST Epoxy coated rebar/dowel film thickness (coating) test (ASTM A775/A934) ..... ..45 Epoxy coated rebar/dowel continuity (Holiday) test (ASTMA775/l\934) ............. 65 Epoxy coated rebar flexibility/bend test, up to No. 11 (ASH! A775/A934) .......... 45 Prestressing wire, tension (ASTMA<l 16) .................................... . ..... 175 Sample preparation (cutting) ............................. . ...................... . .. ... 50

FASTENERS I BOLTS I RODS
F3125 GR A307, A325 Bolls, tensile test, 5 up lo 1-114' diameter, plain {ASTM A370) ......................... . .................................. 65 F3125 GR A307, A325 Bolls, tensile test, sup to 1-1/4" diameter, galvanized (ASTM A370) ..................................................... ························ .. 75 A490 Bolts, tensile test, sup to 1-1/4" diameter, plain (ASTMA370) ................ 65 A490 Bolts, tensile test, sup to 1-1/4' diameter, galvanized (ASTM A3701 ...... 75 A593 Bolts, tensile test, sup to 1-114' diameter, stainless steel (ASTMA370) ... 65 F1554 Bolls, tensile test, sup to 1-1/4" diameter, plain (ASTMA370) ............ 100 F1554 Bolls, tensile test.sup to 1-114" diameter, galvanized (ASTMA370J ... 120

SAMPLE TRANSPORT
Pick-up & delivery (weekdays, per trip, <50 mile radius from Leighton office) ... 90

EQUIPMENT LIST
ITEM $UNIT
114 inch Grab plates ............................ , ................................................... 5 each 114 inch Tubing (bonded) ..................... , .............................................. 0.55 foot 114 inch Tubing (single)................ ...... . ........ 0.35 foot 318 inch Tubing, clear vinyl ................................................................ 0.55 foot 4•Gas meter (RKI Eagle or similar)/GEM 2000 ................................... 130 day Air flow meter and purge pump (200 cc/min) ......................................... 50 day Box of 24 soil drive-sample rings .............................. , .... , ..................... 120 box Brass sample tubes................ . ...... 10 each
Caution lape (1000-foot roll) .................................................................. 20 each Combi nation lock or padlock ................................................................. 11 each Compressed air tank and regulator ....................................................... 50 day Concrete coring machine (S6-inch•dia) ............................................... 150 day Consumables (gloves, rope, soap, tape, etc.) .................................. ... 35 day Core sample boxes ................................................................................ 11 each Crack monitor ........................................................................................ 25 each Cutoff saws, reciprocating, electric (Sawzall®) ..................................... 75 day D•Meter Walking Floor Profiler ............................................................ 100 day Disposable ballers ... ...................... ..................................................... 12 each Disposable bladders .............................................................................. 10 each Dissolved oxygen meter ........................................................................ 45 day DOT 55-gatton containment drum with lid ............................................. 65 drum Double-ring infiltrometer ...................................................................... 125 day Dual-stage interface probe .. .... ... ...... ... .... . .............. 80 day Dynamic Cone Penetrometer .............................................................. 400 day Generator, portable gasoline fueled, 3,500 watts .................................. 90 day Global Posmonlng System/Laser Range Finder .................................... 80 day Hand auger set ...................................................................................... 90 day HDPE safety fence (:5100 feet).. . ............................... . .. 40 roll Horiba U-51 water quality meter .......................................................... 135 day Light tower (towable verlical mast) ...................................................... 150 day Magnehetic gauge........... .. ........ ....... ... .... . ................... 15 day Manometer ..... ....... ... ....... ... ..... ... . .................... 25 day Mileage (IRS Allowable)..... . ... 0.56 mile
ITEM $ UNIT
Moisture test kit (excludes labor lo perform test, ASTM E1907) ........... 60 lest Nuclear moisture and density gauge .. . ............................ .................. 88 day Pachometer .............................................. ........................................ .... 25 day Particulate Monitor ............................................................................... 125 day pH/Conductivity/Temperature meter ...................................................... 55 day Photo-Ionization Detector (PID) ........................................................... 120 day Pump, Typhoon 2 or 4 stage ............... .............................. . ........ 50 day QED bladder pump w/ QED control box ............................................ .. 160 day Quire fee - Phase I only ...................................................................... 200 each Resistivity field meter & pins .................................................................. 50 day Slip I threaded cap, 2-inch or 4-inch diameter, PVC Schedule 40 ......... 15 each Slope inclinometer . ... .......... .. ........ ......... ... . ................... 200 day Soil sampling T-handle (Encore) ........................... ............................... 10 day Soil sampling tripod ............................................................................... 35 day Stainless steel bailer. ............................................................................. 40 day Submersible pump, 10 gpm, high powered Grundfos
2-inch with controller .................... . ............................... 160 day Submersible pump/transfer pump, 10·25 gpm ...................................... 50 day Support service truck usage (well installation, etc.) ............................. 200 day Survey/fence stakes ................................................................................ 8 each Tedlar® bags ......................................................................................... 18 each Traffic cones (S25)/barricades (single lane) .......................................... 50 day Turbidity meter ...................................................................................... 70 day Tyvek® suit (each) ................................................................................. 18 each Vapor sampling box ............................................................................... 55 day Vehicle usage (carrying equipment) ...................................................... 20 hour VelociCalc. ........................................... ..................... . .... 35 day Visqueen (20 x 100 feet) ..................................................................... 100 roll Water level indicator (electronic well sounder) <300 feet deep well. ..... 60 day ZIPLEVEL® ........................................................................................... 15 day Other specialized geolechnical and environmental testing & monitoring equipment are available. and priced per site
Fee/2021 www.leighlongroup.com Page 3 of 4
594
Agreement No. A-8383

FEE SCHEDULE

TERMS AND CONDITIONS
■ Escalation of Rates: Labor rates will increase
by 4% annually, starting on January 1, 2023.
■ Proposal Expiration: Proposals are valid for at
least 30 days, subject to change after 30 days;
unless otherwise stated in an attached proposal.
■ Prevailing Wages: Our fees for prevailing wage
work are based upon California prevailing wage
laws and wage determinations. Unless specifically
indicated in our proposal, costs for apprentice
are not included. If we are required to have an
apprentice on your project, additional fees will be
charged.
■ Overtime: Standard overtime rate is per
California Labor Law and is billed at 1.5 or 2 times
their hourly billing rate. Overtime rate for non­
exempt field personnel working on a Leighton
observed holiday is billed at 2 times their hourly
billing rate. Overtime rate for Prevailing wage
work is per the California Department of Industrial
Relations (DIR) determination and is multiplied at

1.5 to 2 times their hourly billing rate for overtime
and double-time, respectively.
■ Expert Witness Time: Expert witness deposition
and testimony will be charged at 2 times hourly
rates listed on the previous pages, with a minimum
charge of four hours per day.
■ Minimum Field Hourly Charges: For Field
Technicians, Special Inspectors or any on-site
(field) materials testing services:
4 hours: 4-hour minimum charge up to the first
four hours of work
8 hours: 8-hour minimum charge for over four
hours of work, up to eight hours.

Project time accrued includes portal to portal
travel time.
■ Outside Direct Costs: Heavy equipment,
subcontractor fees and expenses, project­
specific permits and/or licenses, project-specific
supplemental insurance, travel, subsistence,
project-specific parking charges, shipping,
reproduction, and other reimbursable expenses
will be invoiced at cost plus 20%, unless billed
directly to and paid by client.
■ Invoicing: Invoices are rendered monthly,
payable upon receipt in United States dollars. A
service charge of 1 ½-percent per month will be
charged for late payment.
• Client Disclosures: Client agrees to provide
all information in Client's possession about
actual or possible presence of buried utilities and
hazardous materials on the project site, prior to
fieldwork, and agrees to reimburse Leighton for
all costs related to unanticipated discovery of
utilities and/or hazardous materials. Client is also
responsible for providing safe and legal access to
the project site for all Leighton field personnel.
• Earth Material Samples: Quoted testing unit
rates are for soil and/or rock (earth) samples
free of hazardous materials. Additional costs will
accrue beyond these standard testing unit rates
for handling, testing and/or disposing of soil and/or
rock containing hazardous materials. Hazardous
materials will be returned to the site or the site
owner's designated representative at additional
cost not included in listed unit rates. Standard
turn-around time for geotechnical-laboratory test
results is 10 working days. Samples will be stored
for 2 months, after which they will be discarded.

Prior documented notification is required if
samples need to be stored for a longer time. A
monthly storage fee of $1 0 per bag and $5 per
sleeve or tube will be applied. Quoted unit rates
are only for earth materials sampled in the United
States. There may be additional cost for handling
imported samples.
■ Construction Material Samples: After all
designated 28-day breaks for a given sample
set meet specified compressive or other client­
designated strength, all "hold" cylinders or
specimens will be automatically disposed of,
unless specified in writing prior to the 28-day
break. All other construction materials will be
disposed of after completion of testing and
reporting.

Fee/2021 www.leightongroup.com Page 4 of 4
595
A
Agreement No. A-8383
• • v1s1an
Advisian Americas Technical Consulting
USA
Advisian Technical Consulting All-Inclusive Standard Rates I Classification
Engineer/Scientist - L 1
Engineer/Scientist - L2
Engineer/Scientist - L3
Engineer/Scientist - L4
Engineer/Scientist - LS
Engineer/Scientist - L6
Engineer/Scientist - L7
Engineer/Scientist - LS
Engineer/Scientist - L9
Engineer/Scientist - L 10
Designer/Technician - D1
Designer/Technician - D2
Designer/Technician - D3
Designer/Technician - D4
Designer/Technician - DS
Designer/Technician - D6
Designer/Technician - D7
Designer/Technician - DB
Designer/Technician - D9
Sr. Project Manager/Specialist - 51 *
Sr. Project Manager/Specialist - S2
Sr. Project Manager/Specialist - S3
Sr. Project Manager/Specialist - S4
Project Manager/Specialist - SS
Project Manager/Specialist - S6
Project Services - P1
Project Services - P2
Project Services - P3
Project Services - P4
Proiect Services - PS
I Other Direct Costs**
Hourly Rate (USD)
$248
$232
$216
$200
$184
$167
$151
$140
$124
$108
$221
$205
$194
$178
$162
$146
$130
$113
$97
$324
$292
$270
$243
$216
$173
$146
$119
$92
$65

INCLUDED
'The ices only., j11.1d are not a9lill$ilile. to
'ln.-'1 ·' . •
•• Other Qir.�ct«2osts including �oilriers, photocopies, faxes, long 'distar:ici! teleph9ne, computer hardwart;,.corriputer sQftware .excluc!ii:ig speciality prog,rams, colour copies, and plqt11 are irdy_deo in tbe r11tes,!lb.ove. Gut <;>f-offi_c!l �ravel �isp1:1rsemtints,dni:lu.din•g .. airfare, meals, a_�commpdatibns and reasonable e�pense.s), third paf,fy-supconsu.ltants; tesfing agency costs and any oilier non-labor costs are char_ged af cost pl�s a· 1'0% l:landling.Fee,
Updated 07/01/2020
596

FEE SCHEDULE
City of Oxnard
October 2021-2024
Agreement No. A-8383
�
spectrum� geophYS/CS
REVEALING THE. SueSURF"AC[

SBE/VSBE/LBE
In 1985 Spectrum Geophysics integrated utility locating techn ology with geophysical methods to provide cost-effective solutions for environmental and engineering problems. Spectrum Geophysics continues to set the standard for utility locating and subsurface investigations for private and public projects throug hout the United States.

Personnel Hourly Rate*
Project Manager (Vehicle & Standard Equipment) $200
Field Technician $90
Professional Geophysicist - Field Work (minimum 4 hours) $225 Administrative
Per Diem
Mobilization/ Rate Demobilization
Mob/Demob < 100 miles $300 to site
Additional Fees
• There are no additional equipment charges for
the Geonics EM-61, Cesium Vapor Magnetome­
ter, and Ground Penetrating Radar (GPR) Units.
• Rented Instruments are charged at cost plus
15%. These instruments are not typical of those
associated with utility investigations and would
only be employed for specific subsurface site
characterizations.
• Additional costs apply for mobilization and equip­
ment for classic geophysical applications such
as resistivity and seismic surveys.
• Night, holiday and weekend rates are project
specific.

Call for a Quote (818) 886-4500
[email protected]
20434 Corisco Street, Chatsworth, CA 91311
www.spectrum-geophysics.com
Per
Mile
n/a
$65
Per GSA Rate
Service Rate*
Daily Minimum** $800
USA Markouts- $95 Portal to Portal
Reporting $90
AutoCAD $90
Geophysical Data Post $90 Processing
*Rates will Increase at 2.5%/year
••crew of 1 : Excludes costs for requested
administrative paperwork related to prevailing
wages at a rate of $65 per hour.

Registrations
DIR: 1000018546
CGE: OGFL5
597
Rates and Cost ExhibitA-1

CONSTRUCTION SERVICES, LLC
11557 Poema Place lt102 • Chatsworth, CA 91311
(818) 960•4007
Email: glckonwrv@1-:. n1�1l.wn�
Website: b.lli1.!lLRold con st ructionse rvice�c 1H9!)]}_ Woman Business Entity (WBE #12769)
l}isadrnulngr Business E111i1, (DUE I/.U677)
SBE Cr1·tificntio11 l'i o. 2009382
DIR R('gi�tratio
111'0. 1000050149
Gold Construction Services provides:
• Construction Management
• Subcontracting Services
• Construction Coordination
• Soil Sampling Services
Excavation and Soll Sampling Services for
Geological and Geotechnical Studies
• Hand auger borings (to the depths of 20 feet) for soil sampling and percolation testing.
• Standard Cal-Mod ring samples and Bulk Sampling
• Custom test pit excavations for geologic.ii studies and geotechnical investigatior)s:
o Foundatior\ verification (depth & dimensions)
o Test Pit Excavations for soils exposure and bedrock
mapping
0 Bulk & Cal-mod ring samples
Fee Schedule
Cctiificd Payroll is provided upon request.

Includes up to SO Mrles of Tm•el and Equipment Includes: Shovels, Augers (3", 4" and 6"), Soil Jackhammers, Cal,Mod Sampler
laborer per hour: $50
Lal>orer Half-day (non-Prevailing wage) Rates $200
up to 4 hours (Minimum)
Laborer Full-day (non-Prevailing wage) Rates $400
(between 4 &
8 hours)
Laborer Overtime (non-Prevailing wage) Rate $75/hour
{exceeding 8 hol1rs)
$50/hOtJr Per Pers.on
1\dditional Personnel Over 8 hours or Saturday- rate x LS Over 12 hours, Sunday or Holidays- rate x2.0
laborer !PW Rates] $100/hottr ·--
laborer Overtime IPW Ratesl $13◊/!10ur
Concrern Coring Machine (p11r day) $150
Concrete SJW (per day) $100
Generator (per day) $7S
Concrete (per basl S'lS
Asohalt Patch (oer bar.?.) $20
Percolation Pipinl? $5 per foot
Additional Travel (after initial 50 miles) $60 - - -·
DocuSign Envelope ID: C6D0C3C8-9EDD-42C9-A2BC-684C37CF0A04 DocuSign Envelope ID: BABCE8EB-EEC6-4FDC-BB96-09223E55D398 Agreement No. A-8383 (1st Amendment)
598
1,elghton Consulting
RA TES AND COSTS EXHIBIT A-2
Martini Drilling Corp.
12141 Mariners Wny Gai;den Grove CA 92843
Coll (714) 715-2716 Fax (714)373�322
66 EIIBt Mnill Street Suit,, 207
Ventura CA 93001
A'ITENTION:

C\l!lt
Uort
..,,.

Hour
1 Ead1
� Each
Each
,11 Each
n Each
y Each
ij m,cl,
I Each
J Each
T Hour
Geoffrey Faneroo
805-651-9267
605-907-22.\Z
PW Raw
Description or Item
Travel, Drill & Sample (1) 5011. & (7) 20ft IJoring•
Sample Every 6ft
Overtime Over 8hr Work Onaite
Mob-Demob Per Diem
Fuel Sur Charge Per Vehicle
Sorvlco 'l'f!l(l( J:)(lron
Grout Well Portland Mi•
Rapid Set Concrete Putch
Bulldog Bit
OotDnuno
A.phalt Patch
Cortily Payroll
Standby Time
Est
JQR LQQATl�
E 6th Stroot Arca
Oxnnrd Cu
QUQ'L'A"l'1UN
16-Aug-22
FAX No.

Uoit
Prier:
3-1.020.00
$607.50
$1,678.00
$300.00
$480.00
$1100
$40.00
$125.00
$110.00
$26.00
$22-1.00
$406.00
Total
Estimated total time required to complete thio project:

Ploaao note ths.t prices reflect the footage quoted above. IC for any reason the actual total footage drilled la lcu than the qnaotlty originally quoted, then prices may change to reOect the decreased foo tage. If you have nny questions concerning this quotation, plo .. e Cool free to call, Sincerely,
Dario Martini
Assumptions
1) Client is reaponoible for cleating utiliLies and site aeec,s. 2) Watnr is nvsilnble on site.
3) There are no work hour rcetrictions.
4) Only 8 hours will bo epent on site.
6) Price• are good for drilling on weekdays. Weekend drilling ia an additional ehnrge. 6) This is n prevailing wage job.
7) Client is responsible tor di•pooiog of oil soil cuttinQ's, and water. 8) Client will pruvide health and sa[e\y plan.
9) Client will communicate all change orders nnd echeduling with Darin Martini.

JO) Client will communlcol.e all enviroruuental concerns and levels or contamination prior to commencing drilling every day.
11) Client la responsible for informing field employee• of levels of contamination at all tiP1ee using a OVA or PIO,
IZ) Drilling under level C, 8, or A condltloJ\B are an additional cost. 18) All drilling locations are at least 20 11. away from above ground utility lines 1'D'l'AL
$8,040.00
$1.676.00
$600.00
$0.00
$0.00
$120.00
$0.00
$126.00
$224 00
!
$10,787.00
2 Daye
Agreement No. A-8383 (2nd Amendment)
599
RA TES AND COSTS EXHIBIT A-2
TOTAL BARRICADE SERVICE_, INC. PRlCELIST EFFECTIVE 2022. THRU 2023 BARRICADE PLAIN __ $1.50 ea PER DAY
BARRICADE W/LIGHT _____ $2.00 ea
BARRICADE W/J SIGN ____ $3.SO�a,
BARRICADE &LIGHT W/SIGN --��- $3.00 ea
8' TYPE I BARRICADE _______ $4.00 ea
28" CONES SLEEVED _______ $0.75 ea
18" CONES _______ $0.40 ea
B-LIGHTS -----� $7.00 ea
BEACONS 12" ___ $20.00ea
DELINEATORS W/BASE --� $0.75ea
DELINEATORS W/DOUBLE BASE ��
� $0.80 ea
PLASTIC CONE SIGNS ___ $0.60 ea
SOLAR ARROW BOARD TRAILER ___ $60-DA Y $240-WEEK $720-MONTH SOLAR MESSAGE BOARD TRAILER ___ $150-DAY $500-WEEK $1200-MONTH UGHT TOWER __ $9U-DA Y $360� WEEK $900-MONTH
MINI LIGHT TOWER �--�--- ,$60�DA Y $240-WEEK $720-MONTH MESH SIGNS ----�---- $3.50 ea
QUQD STANDS ____ $3.50 ea
FLAGS ___ $0.3S c
VlNYL SIGNS (NIGHT TIME USE, ___ $4.00 ea
STOP/SLOW PADDLES �-- $3.00 ea
STOP/SLOW PADDLES REFLECTIVE __ $4.00 ea
'J.-WAY RADIOS ___ $8.00
ca
TYPE Ill BARRICADE PLAIN -�-- $3.25 ea
TYPem BA;l�lQArDE Wit SIGN �-- $4.00 el'!
TYPE Ill BARRICADE W/2 LIGHTS _ __ $4.SO ea
TY
l
>J.HU �ARJl[CAPE Wli ktd.Ht -,4@fea
TYPE III BARRICADE W/2 SIGNS $5.00 ea
YP,E UJ Bi\RRIC�E wn_ U9HTS & I SIGN $5.00 ea
TYPE Ill BARRICADE W/1 LIGHT &
1 SIGN $5.00 ea
1YR£:lll B�JQAQE'W/1 t,IOHTS & 2 SlGNS $5.so·ea
TYPE III BARRICADE W/1 LIGHT &2 SIGNS $5.25 ea
STOP ALUM STENCILS $tn5.0(fea
NO PARKING ALUM STENCILS __ $40.00 ea
HANDICAP SYMBOL ALUM .,T, 11. $40.00ea
6' PLASTIC WATER K-RAIL $7.50-DA Y $30.00-WEEK $90.00-MONTH PEDESTRIAN STEEL BARRICADES ��- $2.50-DA Y $10.00-WEEK $30.00-MONTH LABOR�

NON-PREVAILING WAGE
REGULAR HOURS (UP TO 8HRS WEEKDAYS) $70.00 HR PER MAN
OVERTIME (OVER 8 HRS AND SATURDA VS ) $95:00 HR PER MAN cy_01JJJ.�atlMlttMBB: 12'f.m.ir:&$UN, HouoAvs) ifzo:oo Hk PER MAN

PREVAJUNG WAGE
REGULAR HOURS (UP TO 8HRS WEEKDA VS) $85.00 HR PERMAN
OVERTIME (OVER 8 HRS AND SATURDAYS ) $110.00 HR PER MAN DOUBLETIME (OVER 12HRS & SUN,HOLIDA VS) $135.00 HR ·PER MAN TRAVEL TJrvtE (PORTAL TO PORTAL) $70.00 HR PER MAN
WEEKLY Rental Rate: 5-day charge for 7-day rental week
MONTHLY Rental Rate: 3 weeks of the weekly rental
These prices are good for all rental equipment EXCEPT for Arrow Boards, Message Boards, & Light Towers There is a $25.00 minimum rental charge on all rentals.

Agreement No. A-8383 (2nd Amendment)
600
Agreement No. A-8383 (3rd Amendment)
601
Agreement No. A-8383 (3rd Amendment)
602
Agreement No. A-8383 (3rd Amendment)
603
Agreement No. A-8383 (3rd Amendment)
604
Agreement No. A-8383 (3rd Amendment)
605
Agreement No. A-8383 (3rd Amendment)
606
Agreement No. A-8383 (3rd Amendment)
607
Agreement No. A-8383 (3rd Amendment)
608
Agreement No. A-8383 (3rd Amendment)
609
Agreement No. A-8383 (3rd Amendment)
610
Agreement No. A-8383 (3rd Amendment)
611
Agreement No. A-8388

RA TES AND COSTS EXHIBIT
EXHIBIT A-1 SCHEDULE 1
BIii Rate Ranges
Architect $ 140 Designer I $ 80
Assistant Manager of Architecture $ 180 Designer II $ 105 Design Director $ 215 Interior Designer I $ 115
Designer I $ 95 Interior Designer II $ 135
Designer II $ 115 Intern $ 70
Designer Ill $ 135 Senior Interior Designer $ 175
Intern $ 70
Job Captain $ 135
Manager of Architecture $ 230 Assistant Designer $ 100
Principal $ 310 Associate Designer $ 115
Project Architect $ 170 Designer $ 125
Project Designer $ 165 Intern $ 70
Project Manager $ 170 Landscape Architect $ 135
Senior Architect $ 200 Manager of Landscape Architecture $ 220 Senior Designer $ 190 Principal $ 310
Senior Project Manager $ 210 Principal Landscape Architect $ 180 Senior Designer $ 150
Senior Landscape Architect $ 160
Associate Engineer $ 125
Construction Inspector $ 160
Designer I $ 85 Assistant Planner $ 110
Designer II $ 110 Associate Planner $ 140
Designer 111 (Structural) $ 125 Intern $ 70
Engineer I $ 125 Manager of Planning $ 230
Engi neer II $ 150 Principal $ 310
Land Surveyor $ 150 Principal Planner $ 220
Manager of Engineering Services $ 260 Senior Planner $ 185 Manager of Surveying $ 210 Senior Urban Designer $ 185
Party Chief $ 130 Urban Designer $ 140
Principal $ 310
Project Engineer $ 170
Project Manager $ 210 Accounting Specialist $ 100
Senior Associate Engineer $ 170 Business Development Coordinator $ 125 Senior Designer $ 170 Chief Executive Officer $ 425
Senior Land Surveyor $ 180 Graphic Designer $ 125
Senior Party Chief $ 180 Marketing Manager $ 195
Senior Project Engineer $ 170 Marketing Specialist $ 135 Supervisor of Surveying $ 190 Office Coordinator $ II 0 Survey Technician I $ 85 Project Accountant $ 120
Survey Technician II $ 105 Project Administrator $ 110
Survey Technician Ill $ 140 Receptionist $ 70
Surveying Crew Rates

REGULAR
One person w/ GPS or Robotic Workstation $ 150
Two person $ 260
Three person $ 350

PREVAILING WAGE
•
One person w/ GPS or Robotic Workstation $ 175
Two person $ 310
Three person $ 450 •
Rev 11/30/2021
AGREEMENT FOR PROFESSIONAL SERVICES (V-07/26/18)
Agreement No. A-8388
612
Agreement No. A-8418

RATES AND COSTS EXHIBIT
Fee Schedul e
Hourly Plan Check Servjces; Hourly*
Plan Check Review Fee ...................................................................... $ 1 40. 00 * One-hour Minimum fee for plan review services.
m6 Hourly Public Works Services:

Project En!=Jineer ..................................................................... .

Project DesiRner/CAD Drafter ................................................................ .

HydroloRy/Hydraulic EnRineer ......................................... ...................... .

Public Works Inspector ..................................................................... .

Structural EnRineer ..................................................................... .

Traffic EnRineer ..................................................................... .

Cily EnRineer ..................................................................... .

Project Mana!=Jer ..................................................................... .

Principal EnRineer ..................................................................... .

Inspector ............................................... ...................... . $145.00
$110.00
$145.00
$115.00
$145.00
$175.00
$175.00
$145.00
$175.00
$115.00
* Rates are increased by a factor of 1.5 times for overtime, and for holiday and weekend assignments. All rates are subject to a 2% increase annually on January l '.

Chris Nelson & Associates Personnel Services
Land Survey and Mapping Plan Check Review Fee .................................... .

Principal ..................................................................... .

Professional Land Surveyor ..................................................................... .

Senior Project Mana!=Jer ..................................................................... .

L.S.I.T ..................................................................... .

Survey Technician ..................................................................... .

Project Mana!=Jer ..................................................................... .

Office Calculations ..................................................................... .

Field Calculations ..................................................................... .

Field Supervisor ..................................................................... .

One-Person Survey Crew** ................................................................... .

Two-Person Survey Crew** ................................................................... .

Three-Person Survey Crew** ................................................................. .

CAD Draftin!=J ............................................ ......................... .

Research & Deliveries ..................................................................... . $185.00
$230.00
$200.00
$175.00
$145.00
$140.00
$120.00
$105.00
$115.00
$200.00
$260.00
$340.00
$400.00
$ 95.00
$ 85.00
* Rates are increased by a factor of 1 .5 times for overtime, and for holiday and weekend assignments. All rates are subject to a 2% increase annually on January l '. * *Minimum billing rate for field survey crews for any time spent in the field on a given day is (4) hours based on their hourly rate.

Agreement No. A-8418
613
Miscellaneous Charges:

Administration
Direct Costs
Outside Reproduction
Materials & Expenses
Mileaf:Je (Portal to Portal)
Copyright 2021 rn6 Consulting, Inc. -All Rights ReseNed

Agreement No. A-8418
Hourly
$64.00
Cost+ 15%
Cost+ 15%
Cost+ 15%
$0.58/Mile
Effective January l , 2021
Agreement No. A-8418
614

CITY COUNCIL AGENDA REPORT

INFORMATION/CONSENT AGENDA
AGENDA ITEM NO. K.8

DATE: February 4, 2025

TO: City Council

FROM: Javier Chagoyen-Lazaro, Chief Financial Officer, (805) 200-5400, [email protected]

SUBJECT: Monthly Investment Report as of December 31, 2024.

RECOMMENDATION

This is an information item for the City Council to receive and file.

(This item did not originate in Committee.)

BACKGROUND

The City of Oxnard (City) invests funds in compliance with the California Government Code Section 53600 et. Seq., and the City’s Investment Policy. This report follows the guidelines established in the California Government Code section 53646 and the City’s adopted Investment Policy.

DISCUSSION:

The City’s total cash and investment position as of December 31, 2024 was $458.3 million, with $14.5 million in cash accounts and $443.8 million in investments, as summarized in the table below.

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Statutory Compliance

All investment transactions have been executed in conformance with the City’s Investment Policy and the California Government Code. The table below represents the City’s investment portfolio as of December 31, 2024 by authorized investment and duration for a total portfolio amount of $443.8 million.

Portfolio Trends

The cash and investment position, excluding the Successor Agency account, as of December 31, 2024, increased by $35.9 million compared with the prior month, mainly driven by the receipts of over $37 million in property taxes received from Ventura County. The trend for the cash and investment position is represented in the following chart.

The California Government Code and the City’s investment policy defined the eligible investments that the City can purchase to allocate surplus funds. The table below summarizes the City’s investment portfolio by investment type. The individual investments included under each investment type are included as an attachment to this report.

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The chart below represents the City’s investment portfolio classified by days until maturities from December 31, 2024.

Pooled investments in LAIF and Ventura County Investment Pooled provide immediate liquidity to support cash flow needs of the City, and are included in the maturity group 0 to 30 days.

The chart below represents the City’s average return on investments, alongside with three-year Treasury bill and the LAIF Pooled Monthly Investment Account (PMIA) average Monthly Effective Yields, as benchmarks for the City’s portfolio.

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STRATEGIC PRIORITIES

This agenda item supports the Organizational Effectiveness strategy. The purpose of the Organizational Effectiveness strategy is to reinforce, stabilize, improve, and strengthen the organizational foundation of the City in order to build a modern, high-functioning City government that effectively and efficiently supports the operating departments in providing high-quality services and programs for our residents and businesses.

FINANCIAL IMPACT

There is no financial impact from this report.

COMMITTEE OUTCOME

This item did not originate in a committee.

Prepared by: Javier Chagoyen-Lazaro, Chief Financial Officer

ATTACHMENTS

1. December 2024 Monthly Investment Report

2. Presentation December 2024 Investment Report

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Investment report
for the month Ended in December 31, 2024
City of Oxnard
Javier Chagoyen‐Lazaro Date
Chief Financial Officer
City of Oxnard
Investments have been made in compliance with California Government Code and in accordance with the City's Investment Policy.

SYMPRO provides the market value for negotiable instruments held in safekeeping included in this report.  For investments not held by the City's custodian, market values are obtained from individual monthly statements.  Based on analysis of cash receipts, expenditures, and daily cash flows, it is projected that revenues and investment liquidity are sufficient to meet expenditure requirements for the next six months.

All Investment transactions have been exectured in accordance with the criteria stated in the City's Investment Policy (Resolution No. 15,186) adopted by the City Council held on July 2, 2024 01/21/2025
619
City of Oxnard
Cash and Investment Summary
Month Ended
December 31, 2024
Cash and Investment Position December  2024
Cash
Bank of America General Account 11,745,124.09 $
Bank of America Successor Agency Account 2,202,231.63
Bank of America  Citations Account 590,818.53
Bank of America  Golf Course Account ‐
Total Cash 14,538,174.25
Investments
Local Agency Investment Fund (LAIF) 75,000,000.00
Ventura County Investment Pool (VCIP) 50,648,554.22
Certificates
of Deposits ‐
Bank Notes ‐
Municipal Bonds ‐
Federal Agency ‐
Supra‐National Agency Bonds * 993,133.00
Medium Term Notes * 40,279,195.51
U.S. Treasury Notes * 9,927,666.04
U.S. Government Sponsored Entities * 266,953,337.57
Total Investments 443,801,886.3 4
Total Cash and Investments 458,340,060.59 $
* Market Value
620
Investment Portfolio Detail
Fiscal Year 2024 ‐ 2025
December 1 ‐ December 31, 2024
CUSIP / Investment # Issuer Purchase  Date Par  Value Market  Value Book  Value Stated  Rate Days  to Maturity YTM/C Maturity  Date Pooled Investments
County Investment Pool
VCIP            Ventura County Investment Pool 50,648,554.2 2 50,648,554.22 50,648,554.22 4.57 1 4.57 Federal Agency Coupon Securities
31422XAS1       Farmer Mac 3/2/2021 1,000,000.0 0 957,408.00 1,000,000.00 0.61 425 0.61 3/2/2026 3133ERP70       Federal Farm Credit Bank 12/31/202 4 10,000,000.00 10,001,872.22 9,992,422.22 4.25 1,090 4.29 4 12/27/2027 3133ERQ20       Federal Farm Credit Bank 12/31/202 4 10,000,000.00 9,987,170.00 10,000,000.00 4.63 1,093 4.63 12/30/2027 3133ENBK5       Federal Farm Credit Bank 10/20/2021 1,000,000.0 0 944,220.00 1,000,000.00 1.14 657 1.14 10/20/202 6 3130AQKJ1       Federal Home Loan Bank 1/28/2022 1,000,000.0 0 948,120.00 1,000,000.00 1.7 757 1.7 1/28/2027 3130AQPD9       Federal Home Loan Bank 2/17/2022 1,000,000.0 0 952,944.00 1,000,000.00 2 777 2 2/17/2027 3130AQPD9       Federal Home Loan Bank 2/17/2022 1,000,000.0 0 952,944.00 1,000,000.00 2 777 2 2/17/2027 3130AQSM6       Federal Home Loan Bank 2/25/2022 1,000,000.0 0 953,386.00 1,000,000.00 2.05 785 2.05 2/25/2027 3130AQRH8       Federal Home Loan Bank 2/25/2022 1,000,000.0 0 952,380.00 1,000,000.00 2 785 2 2/25/2027 3130AQRK1       Federal Home Loan Bank 2/25/2022 1,000,000.0 0 951,402.00 1,000,000.00 2.03 785 2.03 2/25/2027 3130AR2C4       Federal Home Loan Bank 2/28/2022 1,000,000.0 0 996,476.00 1,000,000.00 2.2 58 2.2 2/28/2025 3130AQYG2       Federal Home Loan Bank 2/28/2022 1,000,000.0 0 960,943.00 1,000,000.00 2.5 785 2.493 2/25/2027 3130AQX65       Federal Home Loan Bank 3/4/2022 2,000,000.0 0 1,913,928.00 2,000,000.00 2.25 792 2.25 3/4/2027 3130AQVH3       Federal Home Loan Bank 3/4/2022 1,000,000.0 0 955,942.00 1,000,000.00 2.2 792 2.2 3/4/2027 3130AQVH3       Federal Home Loan Bank 3/4/2022 1,000,000.0 0 955,942.00 1,000,000.00 2.2 792 2.2 3/4/2027 3130AQVH3       Federal Home Loan Bank 3/4/2022 1,300,000.0 0 1,242,724.60 1,298,303.50 2.2 792 2.26 4 3/4/2027 3130AQX65       Federal Home Loan Bank 3/4/2022 2,700,000.0 0 2,583,802.80 2,698,825.50 2.25 792 2.271 3/4/2027 3130AR2D2       Federal Home Loan Bank 3/10/2022 1,000,000.0 0 984,085.00 1,000,000.00 3 798 3.03 4 3/10/2027 3130ARAX9       Federal Home Loan Bank 3/30/2022 1,000,000.0 0 971,077.00 1,000,000.00 3 813 3 3/25/2027 3130ARDV0       Federal Home Loan Bank 4/8/2022 1,000,000.0 0 971,077.00 1,000,000.00 3 813 3 3/25/2027 3130ARZF1       Federal Home Loan Bank 5/9/2022 2,600,000.0 0 2,584,405.20 2,600,000.00 3.4 251 3.401 9/9/2025 3130ARZE4       Federal Home Loan Bank 5/25/2022 2,000,000.0 0 1,997,472.00 2,000,000.00 4.2 874 4.186 5/25/2027 3130ARYA3       Federal Home Loan Bank 5/26/2022 1,000,000.0 0 989,279.00 1,000,000.00 4 875 4 5/26/2027 3130ARYA3       Federal Home Loan Bank 5/26/2022 1,000,000.0 0 989,279.00 1,000,000.00 4 875 4 5/26/2027 3130ARYA3       Federal Home Loan Bank 5/26/2022 1,000,000.0 0 989,279.00 1,000,000.00 4 875 4 5/26/2027 3130AS4F3       Federal Home Loan Bank 6/9/2022 2,000,000.0 0 1,978,686.00 2,000,000.00 4 873 4 5/24/2027 3130AS4F3       Federal Home Loan Bank 6/9/2022 2,000,000.0 0 1,978,686.00 2,000,000.00 4 873 4 5/24/2027 3130ASFQ7       Federal Home Loan Bank 6/29/2022 1,000,000.0 0 988,798.00 999,875.28 4 909 4.006 6/29/2027 3130ASHT9       Federal Home Loan Bank 7/12/2022 1,000,000.0 0 999,408.00 1,000,000.00 4.5 922 4.5 7/12/2027 3130ASGP8       Federal Home Loan Bank 7/14/2022 2,000,000.0 0 1,995,558.00 2,000,000.00 4.1 194 4.1 7/14/2025 3130ASF38       Federal Home Loan Bank 7/22/2022 1,000,000.0 0 990,914.00 1,000,000.00 4.1 932 4.1 7/22/2027 3130ASKZ1       Federal Home Loan Bank 7/22/2022 1,000,000.0 0 998,618.00 1,000,000.00 4.25 386 4.25 1/22/2026 3130ASLA5       Federal Home Loan Bank 7/26/2022 1,000,000.0 0 999,455.00 1,000,000.00 4.5 936 4.5 7/26/2027 3130ASNN5       Federal Home Loan Bank 7/28/2022 1,000,000.0 0 997,822.00 1,000,000.00 4.375 938 4.375 7/28/2027 3130ASPP8       Federal Home Loan Bank 8/8/2022 1,000,000.0 0 1,000,006.00 1,000,000.00 4.3 219 4.3 8/8/2025 3130AYZG4       Federal Home Loan Bank 2/15/202 4 1,000,000.00 998,631.00 1,000,000.00 5.4 1,505 5.4 2/14/2029 3130AYYJ9       Federal Home Loan Bank 2/15/202 4 1,000,000.00 999,102.00 1,000,000.00 5 1,506 5 2/15/2029 621
Investment Portfolio Detail
Fiscal Year 2024 ‐ 2025
December 1 ‐ December 31, 2024
CUSIP / Investment # Issuer Purchase  Date Par  Value Market  Value Book  Value Stated  Rate Days  to Maturity YTM/C Maturity  Date 3130B0EQ8       Federal Home Loan Bank 3/19/202 4 1,000,000.00 998,745.00 999,157.19 5.375 1,532 5.398 3/13/2029 3130B1LW5       Federal Home Loan Bank 5/30/202 4 2,000,000.00 2,004,658.00 2,000,000.00 5.25 513 5.25 5/29/2026 3130B2ZR9       Federal Home Loan Bank 10/3/202 4 2,500,000.00 2,472,840.00 2,500,000.00 4.05 996 0.56 9/24/2027 3130B33X9       Federal Home Loan Bank 10/18/202 4 7,000,000.00 6,914,215.00 6,996,124.30 4.5 1,742 4.539 10/9/2029 3130B3UC5       Federal Home Loan Bank 11/26/202 4 5,755,000.00 5,763,938.80 5,757,448.66 4.7 1,052 4.70 4 11/19/2027 3130APN43       Federal Home Loan Bank 12/31/202 4 10,000,000.00 9,688,550.00 9,692,570.00 2.25 664 4.25 10/27/202 6 3130B4B42       Federal Home Loan Bank 12/31/202 4 10,000,000.00 10,000,307.78 10,005,277.78 4.625 1,086 4.643 12/23/2027 3130AKLL8       Federal Home Loan Bank 12/30/202 0 2,000,000.00 1,926,216.00 2,000,000.00 0.5 363 0.5 12/30/2025 3130AKN36       Federal Home Loan Bank 1/20/2021 2,000,000.0 0 1,924,414.00 2,000,000.00 0.525 379 0.525 1/15/2026 3130AKNK8       Federal Home Loan Bank 1/20/2021 5,000,000.0 0 4,851,155.00 5,000,000.00 0.5 292 0.5 10/20/2025 3130AKNK8       Federal Home Loan Bank 1/20/2021 1,000,000.0 0 970,231.00 1,000,000.00 0.5 292 0.5 10/20/2025 3130AKQ74       Federal Home Loan Bank 1/22/2021 5,000,000.0 0 4,812,560.00 5,000,000.00 0.625 386 0.625 1/22/2026 3130AKMD5       Federal Home Loan Bank 1/26/2021 5,000,000.0 0 4,803,955.00 4,999,465.28 0.5 390 0.51 1/26/2026 3130AKNR3       Federal Home Loan Bank 1/26/2021 1,000,000.0 0 960,677.00 1,000,000.00 0.56 390 0.56 1/26/2026 3130AKU61       Federal Home Loan Bank 1/27/2021 5,000,000.0 0 4,815,680.00 5,000,000.00 0.75 391 0.609 1/27/2026 3130AKU61       Federal Home Loan Bank 1/27/2021 5,000,000.0 0 4,815,680.00 5,000,000.00 0.75 391 0.609 1/27/2026 3130AKQX7       Federal Home Loan Bank 1/28/2021 2,000,000.0 0 1,925,912.00 2,000,043.00 0.7 392 0.698 1/28/2026 3130AKRN8       Federal Home Loan Bank 1/28/2021 2,000,000.0 0 1,924,350.00 2,000,000.00 0.65 392 0.65 1/28/2026 3130AKQX7       Federal Home Loan Bank 1/28/2021 5,000,000.0 0 4,814,780.00 5,000,000.00 0.7 392 0.7 1/28/2026 3130AKQ82       Federal Home Loan Bank 1/28/2021 1,500,000.0 0 1,442,485.50 1,500,000.00 0.6 392 0.6 1/28/2026 3130AKPN0       Federal Home Loan Bank 1/29/2021 2,000,000.0 0 1,923,112.00 2,000,000.00 0.6 393 0.6 1/29/2026 3130AKVN3       Federal Home Loan Bank 1/29/2021 1,000,000.0 0 960,725.00 1,000,000.00 0.52 393 0.52 1/29/2026 3130AKVQ6       Federal Home Loan Bank 1/29/2021 1,000,000.0 0 969,011.00 1,000,000.00 0.47 301 0.47 10/29/2025 3130AKWD4       Federal Home Loan Bank 2/9/2021 1,000,000.0 0 961,961.00 1,000,000.00 0.75 404 0.539 2/9/2026 3130AKWD4       Federal Home Loan Bank 2/9/2021 1,000,000.0 0 961,961.00 1,000,000.00 0.75 404 0.54 2/9/2026 3130AKTJ5       Federal Home Loan Bank 2/9/2021 2,000,000.0 0 1,919,730.00 2,000,000.00 0.54 404 0.54 2/9/2026 3130AKVA1       Federal Home Loan Bank 2/9/2021 2,000,000.0 0 1,923,922.00 2,000,000.00 0.75 404 0.56 4 2/9/2026 3130AKVR4       Federal Home Loan Bank 2/12/2021 1,000,000.0 0 958,255.00 1,000,000.00 0.55 407 0.55 2/12/2026 3130AL7M0       Federal Home Loan Bank 2/24/2021 2,000,000.0 0 1,918,144.00 1,998,852.78 0.625 419 0.676 2/24/2026 3130AKXJ0       Federal Home Loan Bank 2/24/2021 1,000,000.0 0 959,622.00 999,816.44 0.6 419 0.616 2/24/2026 3130AKXJ0       Federal Home Loan Bank 2/24/2021 5,000,000.0 0 4,798,110.00 4,999,082.22 0.6 419 0.616 2/24/2026 3130AKXJ0       Federal Home Loan Bank 2/24/2021 3,000,000.0 0 2,878,866.00 3,000,000.00 0.6 419 0.6 2/24/2026 3130AKXJ0       Federal Home Loan Bank 2/24/2021 1,000,000.0 0 959,622.00 999,885.28 0.6 419 0.61 2/24/2026 3130AKXJ0       Federal Home Loan Bank 2/24/2021 1,000,000.0 0 959,622.00 999,885.28 0.6 419 0.61 2/24/2026 3130ALCB8       Federal Home Loan Bank 2/24/2021 1,000,000.0 0 959,895.00 1,000,000.00 0.68 419 0.68 2/24/2026 3130AL7M0       Federal Home Loan Bank 2/24/2021 1,000,000.0 0 959,072.00 999,885.28 0.625 419 0.635 2/24/2026 3130ALFS8       Federal Home Loan Bank 3/10/2021 1,000,000.0 0 959,818.00 1,000,000.00 0.8 433 0.8 3/10/2026 3130ALDN1       Federal Home Loan Bank 3/16/2021 1,000,000.0 0 959,175.00 1,000,000.00 0.8 439 0.8 3/16/2026 3130ALDN1       Federal Home Loan Bank 3/16/2021 1,000,000.0 0 959,175.00 1,000,000.00 0.8 439 0.8 3/16/2026 3130ALGB4       Federal Home Loan Bank 3/17/2021 1,000,000.0 0 959,079.00 1,000,000.00 0.8 440 0.8 3/17/2026 3130ALGJ7       Federal Home Loan Bank 3/23/2021 975,000.0 0 936,321.75 975,000.0 0 1 446 1 3/23/2026 3130ALGC2       Federal Home Loan Bank 3/23/2021 1,000,000.0 0 959,392.00 1,000,000.00 0.875 446 0.875 3/23/2026 622
Investment Portfolio Detail
Fiscal Year 2024 ‐ 2025
December 1 ‐ December 31, 2024
CUSIP / Investment # Issuer Purchase  Date Par  Value Market  Value Book  Value Stated  Rate Days  to Maturity YTM/C Maturity  Date 3130ALLN2       Federal Home Loan Bank 3/24/2021 2,000,000.0 0 1,925,690.00 2,000,000.00 1 447 0.871 3/24/2026 3130ALNU4       Federal Home Loan Bank 3/24/2021 1,000,000.0 0 991,675.00 1,000,000.00 0.68 82 0.68 3/24/2025 3130AM2F8       Federal Home Loan Bank 4/29/2021 1,000,000.0 0 959,272.00 1,000,000.00 1.125 483 1.125 4/29/2026 3130AM4L3       Federal Home Loan Bank 4/29/2021 1,000,000.0 0 960,323.00 1,000,000.00 1.25 483 1.1 4/29/2026 3130AMJH6       Federal Home Loan Bank 5/26/2021 1,000,000.0 0 955,765.00 1,000,000.00 1.05 510 1.05 5/26/2026 3130AML42       Federal Home Loan Bank 5/27/2021 1,000,000.0 0 958,673.00 1,000,000.00 1.2 511 0.957 5/27/2026 3130AMCM2       Federal Home Loan Bank 6/3/2021 1,250,000.0 0 1,232,850.00 1,249,913.75 2 496 1.543 5/12/2026 3130AMM41       Federal Home Loan Bank 6/16/2021 5,000,000.0 0 4,767,150.00 5,000,000.00 1 531 1 6/16/2026 3130AMPT3       Federal Home Loan Bank 6/23/2021 5,000,000.0 0 4,765,780.00 5,000,000.00 1.03 538 1.03 6/23/2026 3130AMYP1       Federal Home Loan Bank 7/15/2021 3,000,000.0 0 2,857,626.00 3,000,000.00 1.125 560 1.125 7/15/2026 3130ANWH9       Federal Home Loan Bank 9/24/2021 1,000,000.0 0 947,325.00 1,000,000.00 1.08 622 1.08 9/15/2026 3130ANYS3       Federal Home Loan Bank 10/12/2021 1,000,000.0 0 988,009.00 999,827.74 0.625 119 0.678 4/30/2025 3130APB87       Federal Home Loan Bank 10/13/2021 1,000,000.0 0 945,233.00 1,000,000.00 1.1 650 1.1 10/13/202 6 3130APB87       Federal Home Loan Bank 10/13/2021 1,000,000.0 0 945,233.00 1,000,000.00 1.1 650 1.1 10/13/202 6 3130AP5A9       Federal Home Loan Bank 10/15/2021 1,000,000.0 0 944,208.00 1,000,000.00 1.05 652 1.05 10/15/202 6 3130AP5A9       Federal Home Loan Bank 10/15/2021 1,000,000.0 0 944,208.00 1,000,000.00 1.05 652 1.05 10/15/202 6 3130AP5A9       Federal Home Loan Bank 10/15/2021 1,000,000.0 0 944,208.00 1,000,000.00 1.05 652 1.05 10/15/202 6 3130AP3X1       Federal Home Loan Bank 10/15/2021 1,000,000.0 0 944,038.00 999,892.67 1.04 652 1.046 10/15/202 6 3130AP5A9       Federal Home Loan Bank 10/15/2021 1,000,000.0 0 944,208.00 1,000,000.00 1.05 652 1.05 10/15/202 6 3130AP3X1       Federal Home Loan Bank 10/15/2021 1,000,000.0 0 944,038.00 1,000,000.00 1.04 652 1.04 10/15/202 6 3130APAY1       Federal Home Loan Bank 10/21/2021 3,000,000.0 0 2,833,536.00 3,000,000.00 1.1 658 1.1 10/21/202 6 3130APBF1       Federal Home Loan Bank 10/22/2021 1,000,000.0 0 945,278.00 1,000,000.00 1.15 659 1.15 10/22/202 6 3130APBF1       Federal Home Loan Bank 10/22/2021 2,000,000.0 0 1,890,556.00 2,000,000.00 1.15 659 1.15 10/22/202 6 3130APHT5       Federal Home Loan Bank 10/26/2021 2,000,000.0 0 1,891,548.00 2,000,000.00 1.2 663 1.2 10/26/202 6 3130APC45       Federal Home Loan Bank 10/26/2021 1,000,000.0 0 945,771.00 1,000,000.00 1.18 663 1.18 10/26/202 6 3130APHT5       Federal Home Loan Bank 10/26/2021 2,000,000.0 0 1,891,548.00 1,999,636.11 1.2 663 1.21 10/26/202 6 3130APCX1       Federal Home Loan Bank 10/26/2021 1,000,000.0 0 946,638.00 1,000,000.00 1.25 663 1.25 10/26/202 6 3130APCX1       Federal Home Loan Bank 10/26/2021 2,000,000.0 0 1,893,276.00 2,000,000.00 1.25 663 1.25 10/26/202 6 3130APCX1       Federal Home Loan Bank 10/26/2021 1,000,000.0 0 946,638.00 1,000,000.00 1.25 663 1.25 10/26/202 6 3130APG82       Federal Home Loan Bank 10/28/2021 1,000,000.0 0 958,469.00 1,000,000.00 1.25 665 1.26 4 10/28/2026 3130APHV0       Federal Home Loan Bank 10/28/2021 2,000,000.0 0 1,890,488.00 2,000,000.00 1.18 665 1.18 10/28/202 6 3130APDQ5       Federal Home Loan Bank 10/28/2021 1,000,000.0 0 946,458.00 1,000,000.00 1.25 665 1.25 10/28/202 6 3130APKZ7       Federal Home Loan Bank 10/28/2021 1,000,000.0 0 997,451.00 1,000,000.00 0.875 27 0.875 1/28/2025 3130APKQ7       Federal Home Loan Bank 11/10/2021 1,000,000.0 0 945,543.00 1,000,000.00 1.25 678 1.25 11/10/202 6 3130APKQ7       Federal Home Loan Bank 11/10/2021 1,000,000.0 0 945,543.00 999,070.83 1.25 678 1.302 11/10/202 6 3130APKQ7       Federal Home Loan Bank 11/10/2021 1,000,000.0 0 945,543.00 1,000,000.00 1.25 678 1.25 11/10/202 6 3130APLP8       Federal Home Loan Bank 11/16/2021 1,000,000.0 0 947,085.00 1,000,000.00 1.375 684 1.375 11/16/202 6 3130APLP8       Federal Home Loan Bank 11/16/2021 1,000,000.0 0 947,085.00 1,000,000.00 1.375 684 1.375 11/16/202 6 3130APL37       Federal Home Loan Bank 11/16/2021 1,000,000.0 0 947,243.00 1,000,000.00 1.4 684 1.4 11/16/202 6 3130APNK7       Federal Home Loan Bank 11/18/2021 1,000,000.0 0 946,617.00 1,000,000.00 1.375 686 1.375 11/18/202 6 3130APPZ2       Federal Home Loan Bank 11/23/2021 1,000,000.0 0 948,407.00 1,000,000.00 1.5 691 1.5 11/23/202 6 3130AQ3T8       Federal Home Loan Bank 12/23/2021 1,000,000.0 0 955,341.00 1,000,000.00 2 721 1.641 12/23/202 6 623
Investment Portfolio Detail
Fiscal Year 2024 ‐ 2025
December 1 ‐ December 31, 2024
CUSIP / Investment # Issuer Purchase  Date Par  Value Market  Value Book  Value Stated  Rate Days  to Maturity YTM/C Maturity  Date 3130AQAB9       Federal Home Loan Bank 12/30/2021 1,250,000.0 0 1,185,107.50 1,250,000.00 1.625 728 1.625 12/30/202 6 3134GXQF4       Federal Home Loan Mtg Corp 4/13/2022 1,000,000.0 0 972,585.00 1,000,000.00 3.25 832 3.25 4/13/2027 3134GXSH8       Federal Home Loan Mtg Corp 5/17/2022 1,000,000.0 0 988,983.00 1,000,000.00 4 866 4 5/17/2027 3134GXTD6       Federal Home Loan Mtg Corp 5/23/2022 2,000,000.0 0 1,992,514.00 2,000,000.00 3.5 142 3.5 5/23/2025 3134GXSZ8       Federal Home Loan Mtg Corp 5/23/2022 2,000,000.0 0 1,991,678.00 2,000,000.00 3.4 142 3.4 5/23/2025 3134GXUF9       Federal Home Loan Mtg Corp 5/26/2022 2,000,000.0 0 1,997,052.00 2,000,000.00 4 875 4.213 5/26/2027 3134GXUF9       Federal Home Loan Mtg Corp 5/26/2022 1,000,000.0 0 998,526.00 1,000,000.00 4 875 4.213 5/26/2027 3134GXTB0       Federal Home Loan Mtg Corp 5/26/2022 2,000,000.0 0 1,996,308.00 1,999,972.22 3.25 56 3.261 2/26/2025 3134GXTB0       Federal Home Loan Mtg Corp 5/26/2022 2,000,000.0 0 1,996,308.00 2,000,000.00 3.25 56 3.251 2/26/2025 3134GXUF9       Federal Home Loan Mtg Corp 5/26/2022 2,000,000.0 0 1,997,052.00 2,000,000.00 4 875 4.213 5/26/2027 3134GXTE4       Federal Home Loan Mtg Corp 5/27/2022 1,000,000.0 0 988,845.00 1,000,000.00 4 876 4 5/27/2027 3134GXZN7       Federal Home Loan Mtg Corp 7/12/2022 1,000,000.0 0 994,422.00 1,000,000.00 4.25 922 4.25 7/12/2027 3134GXD50       Federal Home Loan Mtg Corp 7/21/2022 1,000,000.0 0 998,367.00 1,000,000.00 4 201 4 7/21/2025 3134GXD50       Federal Home Loan Mtg Corp 7/21/2022 1,000,000.0 0 998,367.00 1,000,000.00 4 201 4 7/21/2025 3134GXE67       Federal Home Loan Mtg Corp 7/28/2022 1,000,000.0 0 994,314.00 1,000,000.00 4.25 938 4.25 7/28/2027 3134GXQ23       Federal Home Loan Mtg Corp 8/25/2022 1,000,000.0 0 994,171.00 1,000,000.00 4.25 966 4.25 8/25/2027 3137EAEX3       Federal Home Loan Mtg Corp 10/3/202 4 2,500,000.00 2,431,535.42 2,436,781.56 0.375 265 3.966 9/23/2025 3134HAF40       Federal Home Loan Mtg Corp 11/26/202 4 5,000,000.00 4,997,295.00 5,000,000.00 4.7 1,059 4.7 11/26/2027 3134HAF40       Federal Home Loan Mtg Corp 11/26/202 4 5,000,000.00 4,997,295.00 5,000,000.00 4.7 1,059 4.7 11/26/2027 3134GXKJ2       Federal Home Loan Mtg Corp 1/22/2021 2,000,000.0 0 1,921,608.00 2,000,000.00 0.55 386 0.55 1/22/2026 3135GAL82       Federal National Mtg Assn 1/23/202 4 2,000,000.00 2,000,248.00 2,000,000.00 5.15 8 5.147 1/9/2025 Local Agency Investment Funds
LAIF            LAIF 75,000,000.0 0 75,000,000.00 75,000,000.00 4.434 1 4.43 4 Medium Term Notes
037833DF4       Apple Inc. 12/28/2023 10,000,000.0 0 9,994,420.00 9,993,724.26 2.75 12 4.7 1/13/2025 037833DX5       Apple Inc. 1/26/2021 1,000,000.0 0 976,262.00 1,000,079.40 0.55 231 0.537 8/20/2025 037833EB2       Apple Inc. 2/8/2021 1,000,000.0 0 960,883.00 999,988.97 0.7 403 0.071 2/8/2026 06048WS43       Bank of America 2/18/2022 3,000,000.0 0 2,932,215.00 3,000,000.00 2 229 2 8/18/2025 06048WV98       Bank of America 5/27/2022 2,000,000.0 0 1,963,224.00 2,000,000.00 4.05 511 4.05 5/27/2026 06048WW63       Bank of America 6/22/2022 1,000,000.0 0 995,357.00 1,000,000.00 5 902 5 6/22/2027 06051GFS3       Bank of America 1/8/2021 1,000,000.0 0 995,442.00 1,017,556.66 3.875 212 0.80 4 8/1/2025 06048WL32       Bank of America 2/24/2021 1,000,000.0 0 953,042.00 1,000,000.00 0.8 419 0.08 2/24/2026 06048WL99       Bank of America 5/14/2021 1,000,000.0 0 949,653.00 1,000,000.00 1.4 498 1.4 5/14/2026 06048WL99       Bank of America 5/14/2021 2,000,000.0 0 1,899,306.00 2,000,000.00 1.4 498 1.4 5/14/2026 06048WL99       Bank of America 5/14/2021 2,000,000.0 0 1,899,306.00 2,000,000.00 1.4 498 1.4 5/14/2026 06048WM64       Bank of America 7/12/2021 1,000,000.0 0 942,192.00 999,547.76 1.2 540 1.231 6/25/2026 06048WM72       Bank of America 7/30/2021 1,000,000.0 0 940,874.00 1,000,000.00 1.2 575 1.2 7/30/2026 06048WP20       Bank of America 9/24/2021 1,000,000.0 0 935,509.00 1,000,000.00 1.25 631 1.25 9/24/2026 06048WP20       Bank of America 9/24/2021 1,000,000.0 0 935,509.00 1,000,000.00 1.25 631 1.25 9/24/2026 06748WMK6       Barclays Bank PLC 10/29/2021 1,000,000.0 0 982,721.00 1,000,000.00 1 118 1 4/29/2025 17290A2M1       Citi Bank 7/21/2021 1,000,000.0 0 942,858.00 1,000,000.00 1.4 566 1.4 7/21/2026 38150AH99       Goldman Sachs 8/17/2021 1,000,000.0 0 935,794.00 1,000,000.00 1.35 593 1.35 8/17/2026 624
Investment Portfolio Detail
Fiscal Year 2024 ‐ 2025
December 1 ‐ December 31, 2024
CUSIP / Investment # Issuer Purchase  Date Par  Value Market  Value Book  Value Stated  Rate Days  to Maturity YTM/C Maturity  Date 24422EVK2       John Deere Capital 1/27/2021 3,000,000.0 0 2,885,706.00 3,000,000.00 0.7 379 0.7 1/15/2026 48133MAB6       JP Morgan 8/15/2022 1,000,000.0 0 965,631.00 1,000,000.00 4.2 954 4.2 8/13/2027 48128G4X5       JP Morgan 8/30/2021 1,000,000.0 0 930,646.00 1,000,000.00 1.2 604 1.2 8/28/2026 48128G4X5       JP Morgan 8/30/2021 1,000,000.0 0 930,646.00 1,000,000.00 1.2 604 1.2 8/28/2026 53961LAF6       Local Initiatives Support 1/28/2021 1,510,000.0 0 1,441,145.51 1,510,000.00 0.95 379 0.95 1/15/2026 89236THZ1       Toyota Motor Credit 2/1/2021 2,000,000.0 0 1,990,854.00 2,000,000.00 0.4 33 0.4 2/3/2025 Supranational
459058JA2       Intl Bank Recon  & Dev 3/1/2021 1,000,000.0 0 993,133.00 1,000,429.66 0.75 69 0.526 3/11/2025
Treasury Coupon Securities
91282CFP1       U.S. Treasury 10/3/2024 2,500,000.00 2,500,630.00 2,506,394.69 4.25 287 3.91 4 10/15/2025 91282CLS8       U.S. Treasury 11/26/2024 5,000,000.00 5,003,433.54 5,001,470.15 4.125 668 4.277 10/31/202 6 Treasury Discounts ‐Amortizing
912797MS3       U.S. Treasury 10/3/2024 2,500,000.00 2,423,602.50 2,428,261.09 3.77 274 3.935 10/2/2025 TOTAL $452,488,554.22 $443,801,886.34 $452,053,021.73
625
Investment activities for the month of December 2024
Investment Purchases
No Date Transaction CUSIP Investment  Security Type Par  Amount Investment
Yield to
Maturity
Maturity
12/31/2024 Buy 3133ERP70 Federal  Farm Credit Bank 10,000,000.00 $          4.2940 12/27/2027 12/31/2024 Buy 3130APN43 Federal  Home Loan Bank 10,000,000.00$          4.2500 10/27/2026 12/31/2024 Buy 3133ERQ20 Federal  Farm Credit Bank 10,000,000.00 $          4.6300 12/30/2027 12/31/2024 Buy 3130B4B42 Federal  Home Loan Bank 10,000,000.00$          4.6430 10/23/2027 Total Purchases 40,000,000.00$
Investment Maturities, Calls & Sales
No Date Transaction CUSIP Investment  Security Type Par  Amount Investment
Yield to
Maturity
Maturity
12/27/2024 Maturity 3130APF91 Federal  Home Loan Bank 1,000,000.00 12/30/2024 Maturity 3134GXA61 Federal  Home Loan Mtg Corp 1,000,000.00 Total Maturities, Calls & Sales 2,000,000.00$
626
City of Oxnard
Monthly Investment Report
as of December 31, 2024
February 4, 2024
City Council
Presented by:

Javier Chagoyen-Lazaro, City of Oxnard
Chief Financial Officer
627
Recommendation 2
That The City Council receive and file the City of Oxnard Monthly Investment Report as of December 31, 2024.
628
City of Oxnard Cash and Investment as of December 31, 2024 Discussion 3
629
Discussion 4
Authorized Investment
at Market Value
Allowable
Threshold
($ million or %)
Under
1 year
1-3
years
Over 3
years Total
Average
Yield to
Maturity
Portfolio
%
LAIF $75.0 $75.00 $- $- $75.0 4.43% 16.90%
VCIP n/a 50.6 - 50.6 4.57% 11.40%
Federal Agencies n/a 32.7 224.4 9.9 267.0 2.39% 60.16%
Medium Term Notes 30% 17.9 22.4 - 40.3 2.27% 9.08%
Supranational 20% 1.0 - - 1.0 0.53% 0.22%
Treasuries n/a 4.9 5.0 - 9.9 4.04% 2.24%
Total Investment $182.1 $251.8 $9.9 $443.8 3.00% 100%
*Total may not add due to rounding
Investment Compliance
630
Cash and Investment Trend
Discussion 5
$0
$50
$100
$150
$200
$250
$300
$350
$400
$450
$500
Jun-23 Sep-23 Dec-23 Mar-24 Jun-24 Sep-24 Oct-24 Nov-24 Dec-24 Millions
Cash and Investment Position
Investments Market Value VCIP LAIF Cash
631
Discussion 6
-
20 40
60 80
100
120
140
160
180
0 - 30 days 31-180 days 181-365
days
365-730
days
731-1096
days
> 1096 days
Millions
Portfolio Maturity as of December 31, 2024
632
Discussion 7
Investment Return Trend

2.07%

2.50%

2.92% 3.00%

2.83%

3.17%

4.48% 4.43%

3.81%

4.49%

4.13% 4.25%

0.00%

1.00%

2.00%

3.00%

4.00%

5.00%

6.00%
Mar
2023
Jun
2023
Sep
2023
Dec
2023
Mar
2024
Jun
2024
Jul
2024
Aug
2024
Sep
2024
Oct
2024
Nov
2024
Dec
2024
City Average Return on Investment
City Portfolio avg return LAIF 3 yr Treasury
633
Recommendation 8
That The City Council receive and file the City of Oxnard Monthly Investment Report as of December 31, 2024.
634
9 Questions / Discussion
635